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48201-Z
�oANpf SOOTyo`o Town of Southold * P.O. Box 1179 �oAf 53095 Main Rd �oUff". Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46956 Date: 04/07/2026 THIS CERTIFIES that the building As built additions/alterations Location of Property: 3375 Indian Neck Ln Peconic, NY 11958 S e cB to ck/L o t: 9 8.4-1.3 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 03/23/2022 Pursuant to which Building Permit No. 48201 and dated: 08/24/2022 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: "As built" demolition (as per Town Code definition) and reconstruction of a single-family dwelling with an unfinished basement and covered porch as applied for per ZBA#7851 dated 12/21/2023. The certificate is issued to: Indian Neck IV LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-0283 3/24/2026 ELECTRICAL CERTIFICATE: 48201 4/1/2026 PLUMBERS CERTIFICATION: Joseph Te le 3/24/2026 �)at L Autho ' d Si ature '.'fE TOWN OF SOUTHOLD Q(,�coGy,` BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • � SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48201 Date: 8/24/2022 Permission is hereby granted to: Indian Neck IV LLC c/o Ernest Scalamandre 1350 Ave of Americas Ste 2300 New York, NY 10019 To: construct alterations to existing single-family dwelling as applied for. AMENDED 5/14/24 to legalize an "as built" demolition (as per Town Code definition) and reconstruction of a single-family dwelling as applied for per ZBA & SCHD approvals. At premises located at: 3375 Indian Neck Ln., Peconic SCTM #473889 Sec/Block/Lot# 98.-1-1.3 Pursuant to application dated 3/23/2022 and approved by the Building Inspector. To expire on 2/23/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $326.00 CO-ALTERATION TO DWELLING $50.00 ELECTRIC $85.00 AMENDMENT TO PERMIT $2,258.00 Total: $2,719.00 Building Inspector OfSolo/ o TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 48201 Date: 08/24/2022 Permission is hereby granted to: Renewal Date: 12/11/2025 Indian Neck IV LLC c/o Ernest Scalamandre New York, NY 10019 To: construct alterations to existing single-family dwelling as applied for. AMENDED 5/14/24 to legalize an "as built" demolition (as per Town Code definition)and reconstruction of a single-family dwelling as applied for per ZBA&SCHD approvals. Premises Located at: 3375 Indian Neck Ln, Peconic, NY 119SS SCTM#98.4-1.3 Pursuant to application dated 03/23/2022 and approved by the Building Inspector. To expire on 12/11/2027. Contractors: Fees: Renewal Fee $1,359.50 Total S13S9.5 Building Inspector TOWN OF SOUTHOLD �SUFFoc�.�� BUILDING DEPARTMENT ar TOWN CLERK'S OFFICE "oy • ch SOUTHOLD, NY s 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#: 48201 Date: 8/24/2022 Permission is hereby granted to: Indian Neck IV LLC c/o Ernest Scalamandre 1350 Ave of Americas Ste 2300 New York, NY 10019 To: construct alterations to existing single-family dwelling as applied for. At premises located at: 3375 Indian Neck Ln., Peconic SCTM #473889 Sec/Block/Lot# 98.-1-1.3 Pursuant to application dated 3/23/2022 and approved by the Building Inspector. To expire on 2/23/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $326.00 CO-ALTERATION TO DWELLING $50.00 Total: $376.00 Buildin In c or hO��pF SO(/l�olo Town Hall Annex Telephone(631)765-1802 54375 Main Road G P.O.Box 1179 • �� Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Indian Neck IV LLC Address: 3375 Indian Neck Ln city: Peconic st: NY zip: 11958 Building Permit#: 48201 Section: 98 Block: 1 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Modern Electric East License No: 34283ME SITE DETAILS Office Use Only Commercial Indoor X Basement X Service X Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor X Hot Tub EV Charger New X Addition Attic X Spa Generator Survey Mezzanine Garage Dock INVENTORY Service 1 ph X In-wall Heater Recpt 54 Ceiling Fixtures 12 Smoke Detectors 4 Pump Service 3 ph Hot Water 30A GFCI Recpt 5 Wall Fixtures 10 CO Detectors Heater Main Panel 200A A/C Condenser 2 Single Recpt RecessdFixtures 25 Combo Smoke/CO 4 Transformer Sub Panel A/C Blower 2 Range Recpt 50A Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt 30A UC Lights Fridge 1 AutoCover ARC 4 Blower Heads Switches 38 Pucks Lights Dishwasher 1 Mini Fridge GFI SepticDisconnect 1 Emrgency Strobe 4'LED Microwave 1 Garbage Disp. ARC/GFI 8 ERV Exit Lights Bath Exhaust 4 Hood 1 Dehumidifier Other Equipment: 200A Panel 54 Circuit/38 Used Notes: Two Story House w/ Unfinished Basement Inspector Signature: Date: April 1, 2026 Town Hall Annex ��® �y,� Telephone(631)765-1802 54375 Main Road ¢ P.O. Box 1179 c, Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 2- Z.C>Z-4 Building Permit No. v I q 17 ( v Owner: fkq( (Please print) Plumber: JV (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this day of C>;TC A 20 JENNA GEISER NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 GE0026925 Notary Public, yE�n(jj County Qualified in Suffolk County My Commission Expires ��� 1 p OF SOUTyOIo —�- # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 qs)o ( INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKIN ,W [ ] FRAMING /STRAPPING [ FINA [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE V INSPECTOR apF 50UTyO� 2-0 OO OF V DEP Cnn�T.�tr / V T LD BING . SO UTH O Comm,��' 631-765-1802 I-NSPECTI'ON [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ = ] FIRE.RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: lam/ DATE INSPECTOR ho�aOE SOUTyOlo * . # TOWN OF SOUTHOLD BUILDING DEPT. couffov, 631-765-1802 q-�o [ INSPECTION [ FOUNDATION 1 ST/ REBAR [ OUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [\Ae"'FRA� Mom!STRAPPINGAVCAVekl� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTA REMARKS: c/ ch- sfv� o Z--� y 0 V7 it 1 DATE Y Y INSPECTOR �o�aOF SOUTyolo MO TOWN OF SOULD BUILDING DEPT. IOU I 631-765-1802 qs-,ai I INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] OUGH 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 [ ] RE TAL J \v REMARKS. f h Q S, Y n 4m/L V Ali& DATE INSPECTOR OF 50UJyOlo �79 # TOWN OF SOUTHOLD BUILDING DEPT. F"^ouf+,� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: V . DATE INSPECTOR AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(516)214-0160 Design + Build January 4th, 2023 I Guest House-ZBA Determination .. _t�..'.:. b,: �. i } 3375 Indian Neck Lane fl i Peconic, NY 11958 JAN 5 2024 TO: Town Of Southold Building Department i,J'1 b tJ 54375 Main Rd. P.O. Box 1179 Southold, NY 11971 Following the submission for the 3375 Indian Neck Lane's Guest House PAA, a stop work order was issued for the structure. We were instructed to go to the ZBA for the existing front yard nonconformance. After attending the Zoning Board hearing on December 7th, the Zoning board approved the application with conditions. Regarding this, we are asking the building department to please finalize their review of the previously submitted post approval amendment. For further information regarding the ZBA grant with conditions please review the attached ZBA determination. For any correspondence related to this project please contact our office. Thank you, AMP Architecture Page 1 of 1 i A M P Architecture Address:10200 Main Rd,Unit 3A P.O Box 152 Mattituck NY 11952 Phone:(631)603-9 �� �C �C� � 2 � � (� Design + Build th � US E P 1 8 2023 September 15 ,2023 RE: Guest House Stop Work Order Building®epnernent Town of Southold 3375 Indian Neck Lane Peconic, NY 11958 TO: Town Of Southold Building Department 54375 Main Rd. P.O. Box 1179 Southold,NY 11971 Following the submission for the 3375 Indian Neck Lane's Guest House PAA, a stop work order was issued for the structure.On behalf of the client,we are requesting to close the envelope of the dwelling. This work would include completing the facades of the structure. The client understands that this is at their own risk. For any correspondence related to this project please contact our office. Thank you, AMP Architecture Page 1 of 1 1 t Meyer, Nancy From: Meyer, Nancy Sent: Thursday, September 21, 2023 8:39 AM To: Anthony Portillo Cc: 'Doug Scharadin'; 'daufenanger@amparchitect.com' Subject: Guest House, Indian Neck Lane Good morning Anthony, We are in receipt of your letter regarding 3375 Indian Neck Lane, Peconic, and your request to close the envelope of the structure, despite the Stop Work Order which was issued on August 23rd. We have reviewed your request, conducted a site visit to observe the condition of the house and extent of work completed to date, as well as reviewed what approvals are required in order for work to resume. It has been determined that the ZIP system material which is installed on the roof and all wall surfaces is designed to withstand the elements for a duration of time. Additionally,the seams are taped,your windows and door openings are either installed or protected,which makes this home substantially closed in. We have decided that once you submit an application to the Zoning office for the required variance, at that point, and at your own risk,we will allow you to install the roof surface material. Please notify our office once yourapplication for variance has been accepted by the Zoning office so we can note the file for roof work taking place. If you have any questions,feel free to reach out to the building department. Thank you, JVa7zcy-Meyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 1 s. k ,Y4 S 1 n_i 1 e' 1 •�e P ki ar ML jp r ♦ , # K �. �. � . : } � �� % ��� * _ *� \. -� : � . 2� \22 � ` . . - © ° ^ . . . . . » ^� w«� - . a \�� y ` : . � ^�:!�� . � . _ � 4-� : :\� " � � » . � . � . \�~»` ] � . � � . . � . » ` /�� , 2 � l � � ^ � \ \ `\ �� � � `�\ . \ ����� �@:�2� \ . . � . ƒ$ . \ \/! - 4. ¥ \\�\�.� � � � � : � . \\� > / \�d\ �/ ' . . - : : � ; §>%.y . _ . � � . yam}�f= , & . r � ~\« =\\ ` - � - ^ ° � : ��� \� %�\�����\ �2\\/� \ � . ~ ���/\\ ° �� *\�\ \� . ?.f �© �t�& « ��� ^ � ��% . �zn:\\ ` �®E�J�2 : - -�y_ . \» \: & �� \ ��ƒ � � �/ ��- � � �\�\�=yam. � ��. y�D� ®�.. \ �>- . 2 ` y �. � ?f `:> ►7 � � ¥a �w a « � ^�f}���//,* *: ®� � w � . \�\. m � ~ � - �\�� � �>} �� , ©X�y , a } • - � . _ _ ��� a � . . r :j � \ . w \/\ \,� �- : Long Island Cozy Home Spray Foam LLC. 154 Conklin Ave, Patchogue, NY 11772 631-394-5693 LI CozyHome@yahoo.com WE APPLY All R Values as Per Plan All Closed Cell, IN THE ROOF(R47) EXTERIOR WALLS(1328) CELL IN THE OVERHANG (R35) BASEMENT CONCRETE WALLS CRAWLSPACE (R30) WNDOW FOAM AS PER CODE FIRE CAULKING SPRAY FOAM AROUND PERIMETER Any Questions or concerns pleasefeel free to reach out. Thanks! Manegment-LI Cozy H me Spray Foam i APEX Energy Ratings NY 228 Park Ave S#617693,New York,NY 10003 )Oi\ 631-310-2147 1 631-626-3759 APEX apexenergyratingsny@gmail.com ENERGY RATINGS Duct&Envelope Tightness Compliance Report Aligned with 2018IECC,as amended by the 2020 New York State Supplement(Sections R402.4.1.2&R403.3.4) General'Information Test Address:3375 Indian Neck Lane Completed By:Marvin Murillo HERS Rater ID#:1377176 Peconic,NY 11958(Guest House) APEX Energy Ratings NY RESNET Rater ID#: Test Date:3/22/2026 228 Park Ave S#617693 BPI#: Permit#: New York,NY 10003 RFI#(if applicable): Compliance Pathway:Performance Building Envelope Tightness Volume Calculation Check if applicable: Floor Area Volume Basement ❑ Conditioned Basement 1st Floor 1,426 14,804 ❑ Conditioned Crawlspace ❑✓ Sealed Attic 2nd Floor 621 2,960 Attic 3,345 Testing Equipment: Total Volume: 9 Blower Door Model:Model 3 110V CFM @ 50 Pa: 983.0 ACH50 @ 50 Pa: 2.79 Duct Tester Model:DG1000-15924 Last Calibration Date:Feb 14,2024 Code Compliance: Pass m F .. Duct Tightness System 1: System 2: Type of Duct Test: Duct Location: Duct Location: Floor area served(ftz): Floor area served(fO): ❑ Rough-in with air handler Leakage @ 25 Pa(CFM): Leakage @ 25 Pa(CFM): ❑ Rough-in without air handler Leakage(CFM/100fe): Leakage(CFM/1001f): ❑ Post-construction Code Compliance: Code Compliance: Envelope tightness was tested and verified in compliance with RESNET/ICC 380,ASTM E779,or ASTM E1827,in accordance with the 2018 IRC and the 2020 New York State Supplement(Section R402.4.1.2). Signature: Marvin Murillo,APEX Energy Ratings NY SOUr�olo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • Southold,NY 11971-0959 Q �ycoUNTV BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Indian Neck IV LLC C/O Ernest Scalamandre 1350 Ave of Americas, Ste. 2300 New York, New York 10019 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 3375 Indian Neck Lane, Peconic, New York S.C.T.M. 1000-98.-1-1.3 Pursuant to Section 144-8 Chapter of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction beyond scope of Building Permit# 48201 issued 8/24/2022. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When Suffolk County Health Department, Zoning Board of Appeals and the Building Department. have issued approvals for all changes. Failure to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. TED• 23/ 3 Nancy Mp je Building Inspector (Cert. Mail) / 1 ELD INSPECTION REPORT DATE COMMENTS � ►o 9� FOUNDATION(IST) Q -------------------------------------- FOUNDATION (2ND) 1004 C) I✓ to C - - 0col) 1 ROUGH FRAMING& Cho PLUMBING n4wut, Rpm , V pt7' INSULATION PER N.Y. STATE ENERGY CODE #e-.vv FINAL ADDITIONAL COMMENTS o g vr/hL Cal a 5 - , Q � -E- O �% re c I O � -� -`�.� ��eC. << � Cep�_, ►�'cc�� �, J z PROPERTY INFORMATION , Existing use of property: Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_80 this property? ❑Yes ©No IF YES, PROVIDE A COPY. ® Check Box,After Reading. The owner/contractor/design professional is responsible;forail drainage and storm water issues as provided Chapter 236 of the Town Code,APPLICATION IS HEREBY MADE to'the Building•Department for'the issuance of a Building,Permit pursuant to the Building Zone Ordinance of,the Town of Southold,Suffolk,County;New York and other_applicable Laws,Ordinances or Regulations,;for.the construction of buildings,: additions,alterations-or,for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,. housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections:False statements made herein are punishable as,a Class' pursuant to Section 210.45 of.the New York State Penal Law.. Application Submitted By(print name):Jonathan Baker ®Authorized Agent ❑Owner Signature of Applicant: Date: 02/04/22 1 STATE OF NEW YORK) SS: COUNTY OF f0 l k, ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the ° (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 /0 day of Mo(q 0- , 20,2:a Notary Public JfaOah Nl, Grier NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 G R6399126 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County Commission Expires October 15,20 (Where the applicant is not the owner) Ernest Scalamandre residing at do hereby authorize Jonathan Baker to apply on my beh If h own of Southold Building Department for approval as described herein. 6 Z ' Z0 IZZ-- Owner==-s=Signa:tar. Date Print Owner's Name 2 ff 4s�j're 0TOWN OF SOUTHOLD—BUILDING DEPARTMENT w Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • Telephone (631) 765-1802 Fax (631) 7 A s://www.southoldtownny.,izov P" .iMP Date Received APPLICATION FOR BUILDING PERMIT J CF0V2 -.. For Office Use Only AUG 2 9 2023 PERMIT NO. Building Inspector: BUILDING DEPT. Applications and forms must be filled out in their entirety. Incomplete TOWN ,,• ,F cj �•$,f,� �� applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:08/28/23 OWNER(S)OF PROPERTY: Name:Ernest Scalamandre SCTM#1000-98-1-1.3 Project Address: Indian Neck Lane,_Peconic NY 11958 Phone#:631-767-8746 Email:robd indianneckfarm.com _- .-_.. _ @ Mailing Address: 1350 Ave of Americas Ste 2300 New York, NY 10019 .CONTACT PERSON: Name:AMP Architecture, Nicole Zebrowski Mailing Address:P.O. Box 152 Mattiuck NY 11952 Phone#:631-603-9092_ _ _ . _ Email:nzebrowski@amparchitect.com DESIGN PROFESSIONAL-INFORMATION: Name AMP Architecture, Anthony Portillo__.._-.._. Mailing Address:P.O. Box 152 Mattiuck NY 11952 Phone#:631-603-9092 Email,:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION , El New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: D Other Reconstruction $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? Dyes ®No 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to _Qt-., this property? Dyes ❑No IF YES, PROVIDE A COPY. ❑ 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:APPUCATION IS HEREBY MADE to the Building Department for the issuance of a.86ilding Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.'False statements made herein are punishable as a Class A misdemeanor pursuant to•Section 210.45 of the New York State Penal Law. Application Submitted By(print name):AMP Architecture BAUth oriz�ed Agent Downer Signature of Applicant: Date: i 2 -D' 1 STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contra&4 above named, (S)he is the AbEnl (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� � BARBARA H. TANDY Sworn before me this Notary Public,State Of New York No. 01 TA6086001 Qualified In SuffolkChou Qnty� � ;1-7day of ,.20 Commissinn FY Iran S. Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, -A r- residing at RYE try AAEtid.,t C F. AMP ARCHITECTURE d`t'�b b31! ,. #� J��a� do hereby authorize.. to,apply on my behalf to the Town of Southold Building Department for approval as described herein. "m - - -' 2 3 Owner's Signature Date Print Owners Name 2 r" FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 8, 2023 TO: AMP Architecture (Indian Neck IV LLC) PO Box 152 Mattituck,NY 11952 Please take notice that your application dated August 29, 2023, in conjunction with Building Permit#48201: For permit: to legalize "as built" demolition(as per Town Code definition) and reconstruct a single-family dwelling at: Location of property: 3375 Indian Neck Lane, Peconic,NY County Tax Map No. 1000—Section 98 Block 1 Lot 1_3 Is returned herewith and disapproved on the following grounds: The"as built" construction, on this conforming 649,236 sq. ft. lot in the R-80 District, is not permitted pursuant to Chapter 280-Bulk Schedule, which requires a front yard setback of 60 feet. The construction will have a front yard setback of 15 feet. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 8, 2023 AMENDED: September 21,2023 TO: AMP Architecture (Indian Neck IV LLC) PO Box 152 Mattituck,NY 11952 Please take notice that your application dated August 29, 2023, in conjunction with Building Permit#48201: For permit: to legalize"as built"demolition(as per Town Code definition reconstruct a single-family dwelling at: Location of property: 3375 Indian Neck Lane, Peconic,NY County Tax Map No. 1000—Section 98 Block 1 Lot 1_3 Is returned herewith and disapproved on the following grounds: The "as built" construction, on this conforming 649,236 sq. ft. lot in the R-80 District, is not permitted pursuant to Chapter 280-Bulk Schedule, which requires a front yard setback of 60 feet. The construction will have a front yard setback of 11.3 feet. This disapproval has been amended based on the revised site plan received on 9121123. Authorized gnature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. E T W OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �xo® s® 0�® P.O. Box 1179 54375 State Road Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) g Southold, NY Telephone: 631 765-1809 a� http://southoldtownny-gov ZONING BOARD OF APPEALS d` �� CS 3•���I''1 Town of Southold DEC 2 5023 DEC 28 2023 S®Uthc�ld bun er FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 21, 2023 ZBA FILE: #7851 NAME OF APPLICANT: Indian Neck IV, LLC PROPERTY LOCATION: 3375 Indian Neck Lane, Peconic NY SCTM: 1000-98-1-1.3 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated September 29, 2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject, conforming, 649,236 square feet, 14.9044 acre parcel located in the R80 Zoning District measures 300.29 feet along Indian Neck Lane and continues south,253.71 feet to a bend in the road measuring R=70.40 feet; L=134..80 feet and then continues 1,125.58 feet along the roadway, then runs north 560.83 feet through flagged wetland and returns west,through marshlands, in an irregular line 69.16 feet, 78.03 feet, 152.87 feet, 118.69 feet, and 82.05 feet, then turns south and runs 205.47 feet before continuing west in an irregular- line, 231.86 feet and 241.67 feet back to the roadway. The subject parcel is improved with a single-family residence, built prior to zoning and located 11.3 feet from the road, an accessory garage, a 1.5 story barn and a small shed, all shown on the survey prepared by Paul Flash, Licensed Surveyor of Barrett, Bonacci & Van Weele, P.C., and dated last revised November- 11, 2020. BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-14; and the Building Inspector's September-8, 2023, Amended September 21,2023,Notice of Disapproval based on an application to legalize as built demolition (as per Town Code definition, and reconstruct a single-family dwelling; 1) less than the code required rnigimum front yard setback of 60 feet; located at: 3375 Indian Neck Lane, Peconic,NY. SCTM#1000-98-1-1.3. RELIEF REQUESTED: The applicant requests a variance for the demolition (as per Town Code definition) and reconstruction of a single-farnily dwelling with a front yard setback of 11.3 feet where the code requires a minimum front yard setback of 60 feet. ADDITIONAL INFORMATION: Improvements on the subject parcel are covered by the following Certificates of Occupancy and/or open building permits: Page 2, December 21,2023 #7851, Indian Neck IV, LLC SCTM No. 1000-98-1-1.3 #Z-33126 dated June 30, 2008 covering a one family dwelling and four accessory structures. #47570 dated March 18, 2022 covering the construction of an accessory barn as applied for. 948201 dated August 24, 2022 covering alterations to an existing single family residence. On August 23, 2023, the Town of Southold issued a `Stop Work Order' on the subject property. This order is based on"construction beyond scope of Building Permit#48201 issued August 24, 2022". The applicant's agent submitted detailed architectural plans, including a site plan with a table"Project Data",existing and proposed floor plans, and proposed elevations, labeled SD-01 to SD-04 prepared by Anthony M. Portillo, Registered Architect and dated September 20, 2023. During the public hearing the applicant's agent submitted an illustration with a detailed aerial view of the subject property with three (3) area homes cited and indicating pre-existing front yard setbacks of 9.2 feet, 3.3 feet, and 1.9 feet (including the subject property at 15 feet or 11.3 to the covered porch entry) from the roadway. Properties illustrated were all built prior to the adoption of the zoning code. The applicant's agent also indicated that as part of the renovation of the residence, the applicant will install a Suffolk County Board of Health approved I/A sanitary system to service the house. An adjacent property owner offered a letter of support for this application prior to the public hearing. During the public hearing, a neighbor voiced concerns about the application focusing on the use of the subject parcel as it relates to other parcels, adjacent and across Indian Neck Lane, also owned by the applicant. No other member of the public or neighbor spoke in favor of or against this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 7,2023 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law§267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Indian Neck Lane is among the oldest roadways within the Town of Southold. Running from Main Road, south, and terminating at the Peconic Bay, the street has evolved from a farm road to one serving various residential subdivisions along its length. The subject parcel is one of several, larger agricultural properties remaining on the lane, which has among other `modern' residences, multiple original farmhouses,many of which have non-conforming front yard setbacks,similar to the applicant's. The subject property was developed well before current zoning and has defined the character of the immediate neighborhood. Maintaining a pre-existing front yard setback of 15 feet from the roadway to the residential structure, or as cited in the Notice of Disapproval 11.3 feet to the covered front porch,will not disrupt the character of the neighborhood or be a detriment to nearby properties, since it has stood in its present location since construction sometime in the mid-19�' century. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant began renovations of the existing residence with a pre-existing front yard setback of 11.3 feet to the covered porch entry and 15 feet to the structure, under Town of Southold Building Department Building Permit 948201 dated August 24,2022. While the scope of work was noticed to beyond that allowed under the permit, and a Stop Work Order was issued, the pre-existing residence has not been enlarged beyond the original footprint and no expansion of the house is proposed further reducing the currently existing front yard setback. •r' Page 3, December 21,2023 97851, Indian Neck IV, LLC SCTM No. 1000-98-1-1.3 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 81% relief from the code. However,the residence was built prior to the adoption of Zoning and has always benefited from a reduced front yard setback. The applicant, as part of the renovation of this structure, does not propose to further encroach on the reduced setback.and does not propose any alteration to the structure that would increase the level of non-conformity. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and per their statement during the public hearing, install a Suffolk County Board of Health approved Innovative and Alternative Onsite Wastewater Treatment System. 5. Town Law §267-b(3)(b)(5). The difficulty has not been self-created. While the applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase, the structure has a Pre-Existing Certificate of Occupancy, illustrating the residence was constructed prior to the adoption of a Zoning Code in the Town of Southold. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of renovations and alterations to a single-family residence with a front yard setback of 11.3 feet to the open, covered porch (15 feet to the residence) while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Planamento,seconded by Member Weisman(Chairperson), and duly carried,.to l GRANT the variance as applied for,and shown on the Site Plan and Architectural Plans, Sheets SD-01 thru SD-04, prepared by Anthony M. Portillo, Registered Architect, and dated September 20, 2023. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install a Suffolk County Board of Health approved Innovative and Alternative(I/A)Onsite Wastewater Treatment System. 2. The covered front porch, located 11.3 feet from Indian Neck Lane, shall remain unenclosed and unconditioned space This approval shall not be deemed effective until the required conditions have been met.At the discretion of. the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. !'e Page 4, December 21,2023 t #7851, Indian Neck IV, LLC SCTM No. 1000-98-1-1.3 IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully i Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning.Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Planamento, Acampora and Lehnert. (5-0) 17(t4t6d Leslie Kanes Weisman, Chairperson Approved for filing�� / , � /2023 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD C* Town Hall Annex- 54375 Main Road - PO Box 1179 ae Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerra-southoldtownny.gov— seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 03/04/2023 Company Name: Modern Electric East, Inc. Electrician's Name: Robert Hough License No.: ME-34283 Elec. email: bobhough918@yahoo.com Elec. Phone No: 516-903-7149 ❑✓ I request an email copy of Certificate of Compliance Elec. Address.: PO Box 321, Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: Paul Pawlowski Address: 3375 Indian Neck Lane 1�i C, N� Cross Street: Route 25 Phone No.: 631-445-4348 Bldg.Permit#: 4-au I email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Rough-in Wiring Inspection Square Footage: Circle All That Apply: Is job ready for inspection?-. W YES❑ NO ❑Rough'In a ❑ Final Do you need a Temp Certificate?: ❑ YES [ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? M Y FIN Additional Information: PAYMENT DUE WITH APPLICATION Z 1Qo1._2�P ��1 Z�Ooo CK * -7fl8 � cam BUILDING DEPARTMENT- Electrical Inspector ®S� e, TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 00 �- Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 r J rogerrp_southoldtownny.gov - seandasoutholdtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 03/04/2023 Company Name: Modern Electric East, Inc. Electrician's Name: Robert Hough License No.: ME-34283 Elec. email: bobhough918@yahoo.com Elec. Phone No: 516-903-7149 ED I request an email copy of Certificate of Compliance Elec. Address.: PO Box 321, Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: Paul Pawlowski Address: 3375 Indian Neck Lane � � c NCI Cross Street: Route 25 Phone No.: 631-445-4348 Bldg.Permit#: 4$2-p I email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Rough-in Wiring Inspection Square Foota e: Circle All That Apply: Is job ready for inspection?: W1 YES ❑ NO ❑Rough'In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑✓ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame 0 Pole Work done on Service? MY N Additional Information: PAYMENT DUE WITH APPLICATION 2-lao1.Zto eFak;0l.4;Z0Oa0 re- C.zt- I ( i -7a2 ZP -IV- 4 $ 2C) 1 CK * -7O 'S5;_ PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments $�1Ff01�' 1— B 1CING DEPARTMENT Electrical Inspector TOWN OF SOUTHOLD -Town Hall Annex - 54375 Main Road - PO Box 1179 a • �Qrat� y°�'� Southold, New York 11971-0959 p� Telephone (631) 765-1802 - FAX (631) 765-9502 Ol �� roper.richertCa)town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: & — — R6 C l dt/ Name: License No.: /r1/,, 3�0 j email: a rigv"eats{ .2 VGA,v_ (' Address: 3 /" /2 vcicf� i(J 5�1 Phone No.: _r7 &T - JOB SITE INFORMATION: (All Information Required) Name: -9NC ST A 2 Address: 3 3'7 S /Jr,+v 1LJK 14V VC04_v a C _ Cross Street: 66 Phone No.: U-31 - rl L,;- °1 If 9 BIdg.Permit L4 e9D I email: � ►�vti+euS o CGtil Tax Map District: 1000 Section: Block: lot:/3 BRIEF DESCRIPTION OF WORK (Please Print Clearly) _ k,=w sco-VICr 4 Td 140 vSc-- Circle All That Apply: Is job ready for inspection?: Y S / N Rough In Final Do you need a Temp Certificate?: E / O Issued On a, A-P Temp InformationCP) (All information required) Service Size 3 Ph I Size: L16 6 A # Meters Old Meter# 9 q M3 I New Service - Fire Reconnect- Flood Reconnect- Service Reconnecte - Undergroun - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y Additional Information: PAYMENT DUE WITH APPLICATION04 .„1 Ib 2 563 Request for Inspection FormAs �ld`� .u�'_�C nit - ►y d — s ' trrr x r_w'osi s� z0 ---- -- ----- - �T 10 _fir Fhiv—�lll - Ll _F40 D I I — Z 5t Sw'okiE' 1111 — S�rnoK��Cd C awi�o ' r , FI: BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o ® Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 rr Telephone (631) 765-1802 Temporary Certificate # )3I6 Date c23 ' 2022 Customer Name /JCS S u a mal4dre Electrician Name ktfit7utn E615 Address .74-A ih /U2GlL Lk femic Phone (7 57 e-mail e-mail 121a nttm-,`&9+1 /t ZQv, 6&21, Phone 6- ( -7 6'S,9�� License# Size__VCQ_A Phase J Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Polel P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# � 3y Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verificatiid r the da ve. Authorized by Nunemaker, Amanda From: Nunemaker,Amanda Sent: Tuesday,April 26, 2022 11:08 AM To: jon@formworks-arch.com' Subject: 3375 Indian Neck Lane Hi Jonathan, I am reviewing the proposed work at the Scalamandre residence and know you have been in to discuss your ideas reading this project, however,what we discussed and what the plans are depicting are different. I remember discussing the definition of a demolition to you and this can very well be considered a demo. Just as a reminder, as per Town Code definition of demolition is:Any removal of a structure'or portion thereof, where the total cost of the reconstruction of the structure or portion thereof exceeds 50%of the market value of the existing structure before the start of removal. The plans indicate that the entire house will be completely gutted, removal of floor joists of the existing attic, converting unfinished attic space into living area,chimney and fireplace to be rebuilt, new windows&doors, new roofing/siding, ceiling joists being removed on second floor and all new insulation throughout. Basically only framing and foundation will be remaining which would make this a demolition. Framing alone is worth less than half the value of the house. I'm not able to decipher if the called out 2x4 and 2x6 wall framing and the 2x8 rafters on plans(A301&A302) are new framing or existing...please clarify. Are the floor joists on the second floor remaining other than the attic floor? Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 1 Meyer, Nancy From: Meyer, Nancy Sent: Monday, September 25, 2023 9:17 AM To: 'Anthony Portillo' Cc: Doug Scharadin; daufenanger@amparchitect.com Subject: RE:Guest House, Indian Neck Lane Good morning Anthony, To clarify, we are asking you to apply to the zoning office in order for us to give approval for you to install roof surface material; at this time an application has not yet been submitted to their office. That needs to happen first,once you do apply for a variance,then please notify the building department so we may allow the roof work to take place. We are going to limit your request for work to just the roof surface material only. Zip systems allow for 180 days within the elements while still maintaining a 30 year product warranty. This should provide you with plenty of time to apply and have your hearing with the zoning board for variance determination. If you have any additional concerns,you are welcome to speak with any of the inspectors within the building department, as well as Amanda. Thank you, ✓'Fancy Meyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 From:Anthony Portillo<aportillo@amparchitect.com> Sent:Thursday,September 21, 2023 6:49 PM To: Meyer, Nancy<nancym@southoldtownny.gov> Cc: Doug Scharadin<dscharadin@amparchitect.com>; daufenanger@amparchitect.com Subject: Re: Guest House, Indian Neck Lane Hi Nancy, After discussion with Riverhead Building Supply,they are indicating that we should not leave the wall exposed for more than 60 days to the elements. Can you please reconsider, and allow us to install the wall cladding as well. Also, due to zoning timelines we will be in winter by the time we receive our approval. We are submitting to zoning tomorrow. Thank you, Anthony On Thu, Sep 21, 2023 at 8:39 AM Meyer, Nancy<nan_cym@southoldtownny.gov>wrote: 1 Good morning Anthony, 1 We are in receipt of your letter regarding 3375 Indian Neck Lane, Peconic, and your request to close the envelope of the structure, despite the Stop Work Order which was issued on August 23,d. We have reviewed your request, conducted a site visit to observe the condition of the house and extent of work completed to date, as well as reviewed what approvals are required in order for work to resume. It has been determined that the ZIP system material which is installed on the roof and all wall surfaces is designed to withstand the elements for a duration of time. Additionally, the seams are taped,your windows and door openings are either installed or protected, which makes this home substantially closed in. We have decided that once you submit an application to the Zoning office for the required variance, at that point, and at your own risk,we will allow you to install the roof surface material. Please notify our office once your application for variance has been accepted by the Zoning office so we can note the file for roof work taking place. If you have any questions,feel free to reach out to the building department. Thank you, - ancy MeyeY Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 Anthony Portillo, RA, LEED AP Principal Architect A M P Architecture Design + Build Office: 516-214-0160 www.amparchifect.com 2 *4841 AM P Architecture Address:10200 Main Road,Unit 3A,wattu okwY11952 Phone:(63 )603'e092 Design Build | �������Oy� �� ��[]Uu May 8 m 2OZ4 - ' �kY Southold Town Building Depa� � O �D�� Department �"' �`�— 5437SNY'2S Southold, NY11071 Re: 337S Indian Neck Lane, ` Peconic, NY19S8 Enclosed are (4) copies of the amended plans for the residence located at 3375 Indian Neck Lane in response to Amanda Nunemaker's request for the following to issue the amendment: 1. Stonnwater plans with calculations * AMP Response: Please See Attached Plan (Added Calculations and Drywells on Site Plan) 2. VVaU R'va|ue is listed as2"foam insulation with R,11 batt--confirmthisviU meet minimum R'20 prescriptive value w AMP Response:The 2"foam insulation will provide an R-value of 14 in addition to the R- 11 batt insulation. Due tothis, it will exceed the prescriptive value ofR'ZO, and total R' 2S. l Provide ceiling height of new full basement * AMP Response:The ceiling height in the full finished basement is 6'-8.5"from the bottom of the floor joists to the top of the slab. Please see the attached plan. Please let me know if you need any additional information. Thankyou, AMP Architecture Southold Town Building Department P.O.Box 1179 Permit#: 48201 53095 Main Rd Southold,New York 11971 Permit Date: 8/24/2022 (631) 765-1802 Expiration Date: 2/23/2024 Parcel ID: 98.1-1.3 BUILDING PERMIT RENEWAL LETTER Dated: 9/6/2024 Applicant: Indian Neck IV LLC Location: 3375 Indian Neck Ln.,Peconic Work Description: AS BUILT ADDITION construct alterations to existing single-family dwelling as applied for. AMENDED 5/14/24 to legalize an"as built"demolition(as per Town Code definition)and reconstruction of a single-family dwelling as applied for per ZBA& SCHD approvals. A FEE OF$1317 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Indian Neck IV LLC Address: c/o Ernest Scalamandre 1350 Ave of Americas Ste 2300 New York,NY 10019 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. qpo To whom it may concern �S�b I Paul Pawlowski will be taking over the work to complete the buildout for the following permits 48201 47570 Attached is certificates of insurance needed from my contractor es Le Regards 715( Paul Pawlowski Ile. r L: I: l DEC 9 b 2025 1 : ; -7 Final Sign-Off Items — 3375 Indian Neck Lane • SCHD approval • Blower door test • Plumber certificate • Insulation certificate 0'2,---L/(5 • Final survey Note: The electrical final will be submitted separately by the electrician. —tre77-r c"7 M A R 2 5 2026 '� �., „�.._a�;,a.P.a,.a�..aaaaa,�.�b �r�.e,n•, �.I�I,ro br��l��b bpvtsmn Lan.eswun w.en.ev�pq.�'q i.i.ue o-a u.�prt.e.oa � ��.�,," , , TMM�.ow�I.iloN�� �ya2aE "•�°I.lu2 N.1 a.NwvR����!,M w 6`�.:d,^r'".,'.....v.a'"°n.' "-a"" ;;S'L�.e",°"",..WI s..�e.• ®per ,9��' S®, t 'z YEN- m 2 _-._. ...mb LOCATION MAP .�ma�la.�'a�'°"ne °�.�.,�.^.,.,"'°b'... ...�.,.� „gym, zalm• B BOTH WATERLINES U a".ate'^"..'`.".,.a. m."n`�.°"'°..- �...w�. o°°r� Al {i +-+ m WEETM P �,�, -- Water lines must be inspected by the Suffolk County Dept.of Health Services. C +O Call(632)852-5754,48 hours in C advance,to schedule inspection(s). Q v� Design Professional's Certification Required. C` Submit P.E.or R.A.Certification ForK 3 The Installation and Construction of the Sewage Disposal System �6 t� ,my,��•��....P«a,e,� Use Farm W W M-073 ,�,,,,,'+•-°�•+"'•.,aav�a.ae '•« � �r LIMITS OF ENLAREvED Abandonment of the existing sanitary system must be in �w SITE PLAN..,....,-a.as,.,a..m.,..n.a..� conformance with the Department's requirements. .,.,,�.,a..,ae.a....4�w .�,,,,,.,,,,, ,•,e,w � Submit completed form WWM-080 as proof SEEATTACHMENT(S) �.� �."u�.a:i:. ,.v�ua,s l.a.v.au.,a..�,.w.a e...s � .�.. ;�G'.a.M.fi '"...� as °. 8 -..a..b..aaW,....�....,.aya,. � SITE PLAN 8 �Y.—aes�ww�.�..a�,a�—mr�wNnmeq 1l�,PX t@GI«O 5U.•tE.l•.0°•4 a �rrW��r w�we sv�Trrntl� ],D M�.H ' L_�•Aw.qIR®,Ill..Ln'@F11oM gL:.M .�.u.�w ea,aw•'°w',r•°v:p�.'..sw °w 4'LZ'' as r, ma.9 PROJECT: �eR.°w esenm wrbm aa�'.maaae•-amx p�,ssb 4r wvne walmvl nw.vsrcwr ro. INDIAN NECK FARM rnascriraruwscwrw - _ ��� SEPTIC Twx,W, IO°°Mtrl-19 raa �"�'mom„ SO"4iB m'TM6T 3375 INDIAN NECK LN PECONIC ^•`�a"y^� - °� mON�OO��'1 � ,rn�E °t vw •i- DRAWING TITLE b °"�'-W'^•^ Au u,r rtrA es,]ae tu. rcai�� �;' e4,. NOTES HYDROACTION I/A OWTS t ;� o a�ma(aw.Hanel mw,eseen T�Lf-,p r SITE PLAN INFORMATION SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL _ Pgi1B I"'.w"w Qec snE Paw H.5.REFERENCE NO.:R-23-Oz55 nvororm�w lewv _ ~ r� +nw d et §ram•V'� _ - ,nn-- - PAGE rorsu AIG w.ui e„ac,l.� xn y. oaa xn : °u wk ao SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES •w.cw.wr - _ .,.. ;� SP-1.01.00 ------- es•�� PERMIT FOR APPROVAL OF CONSTRUCTION FORA iorz SINGLE FAMILY RESIDENCE AND edam i5; ralroo.a.,asr ACCESSORY BUILDING iamrore�eor V O •: °9 6`� DATE 5/31/2023 H. .REF_NO. R-23-0283 is ertsr.bioa/ o i�TM 9o°°1D•li�{ APPROVED ,�,� 1°"°"�,,,. �� i' 'e -• --- ---- - m'^.,.x° -,- 1TOTAL MAxIMU EDROOMS 5/0 . ° - -- _ - - __ 9l. o37405 EXPIRES THREE YEARS FROM DATE OFAPPROVAL ENLARSED SITE PLAN �OF NEtIy o,me, 9°MLi I'.SCO' Q 51NGLE LINE DIAGRAM w MAIN ELEGTRIGAL ZERO 5ETTIN6 4� PANEL AT DWELLING IN OFF DETECTION INDICATOR INDICATOR CIRCUIT r m Nzo MAIN BREAKER - Ya E x - L o m Y INDICATOR CIRCUIT ROM RAM LOG ouTPur � CIRCUIT -� U _ r POWER SUPPLY TIME ++ CO - AG(Dr,) INPUT ONE-GRIP MICROCOMPUTER RAN6ENNIT SELECTORS L + I U c L � CWICATED,50 AMP /r� •� sINSLE-PHASE li CIRCUIT BREAKER 1 ELECTRICAL SERVICE Q _ -TO HYDRO-ACTION PLC CONTROL PANEL Q HYDRO-ACTION SINGLE LINE DIAGRAM xxe�Nn It �^ POLYLOK 20"D15T.BOX DETAIL • _. rne. m Y.r Rx Kia JI xwa - - Fa DR: - PROTECT: y INDIAN NECK FARM k SEPTIC 33751NOIAN NECK LN PECONIC cu..wr m..rm.ms.or vmn�-ro K.�roun n.rrc w w"mn"`�ar'i m"1O°Ocmm. :•-.r,_,: ` �/ urv.wnwran DRAWING TRT.E: GLEAN-OUT DETAIL - �.§� . WIRING DIAGRAM xAvaoa rw.cu.w.w^rnom.�¢rcm. �::-..:,_.:'�;`.":;:��....-.+... w rrn�wewwrcia�ndr .: ' srsiEm DETAILS SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL mu wna..reuarwm eaeray.n.o .•:.•..-...•_ •,,.-n?_.z,;.-: _ H.5.REFERENCE NO.:R-25-0.255 PAGE SP-102.00 �M DAIS Da/oa/z3 20F2 Kp SEE ATTACHMENT(S) � a � Q D3�5 J 0 PROP05ED SEPTIC 5Y5TEM DETAIL FOFNE��y scAie.Nn s SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE AND ACCESSORY BUILDING .E y yo R-23.0283 3/24f2026Date H.S.Ref.No. �4TM.ln•Ey y y yy y. y y yy y y y y y y y y y y yy y y y y y y y y y y y y y y y ,�- y y y y y y _v v y y 'r y v v y y �— ®® The sewage disposal and water supply facilities at this location have been —-- y y yy yy y a - inspected and/or certified by this Department or other agencies and found E, S%,2We y _ / a to be satisfactory FOR TOTAL NIAXIMUM OF 6ro BEDROOMS y y y y Ir y y y y y y y y y v y y y y y y y u ]onat an Pai, PE.,CHIEF �__ - � A. yyy y y y yy Y y y y y-.y y ' Office of Wastewater Management �\\ ------------- _;_---_- I 41 I 'u I .P• // b \`\tl18, a 1 srn ww z.v my r __P\ � ,' it ll.. '�. ,N \` // l\\\—� i—/��``\\` � /�.,� jar i��\ f� \\ \\\\ .,,, +• u,m xcr�rvaoaw iej f Lamo— \/ \`- �/� / ./,' ^--"-r � 1 � \ ems`' -�' � _--' "`"'�R6°1O1bO �/� Ta><Ma Dlsrtuaioao sErnoN saewaoi Eor>.3 ----_ ��----��s�`=_---"� -- ice.,..- •oaS rws a,a wwx Nu(w a.�e ssJ LAND SURVEYORS LLP xhLSwa1 1 mxor Nra�,Ts 1®/m.N wwrs m F.mam,ra ums s m,t — —— c urc',m.��"wi¢ .rE o �r sue¢ .mum N IM snc n �c,�+.ue —.�`c^ a L•� � �__�.=' ., -•"• �v.�-anorw.°""'iu"'m�°"a vr"�°.,a""`ra`.vrsieivm w eauario er "m« w.rrca„rn �....-.- BOUNDARY&� R TOPOGRAPHIC SURVEY am.mnr SITUATE PECONIC TOWN OF SOUINOU] SUFFDU(COUNIY,NY 116 GRIF1•Ap s 111nm m•ImE 9WAY WaNuo! µkm YNal.w�u cowxs xh r�ir �1PNUA0 14 20i6 r�u...s,-.....�.v rvovDSD wrawuiox. [�4 v,wen.es waov'i�vwiiW°�`"G�venv" °m onm' eia, �i''30 AM%/ E TUT1014 INPUUEST HUU..* E R �� 130 �o� PROJECT SCOPE: P Ll U 1 20 0UT DATA: ei SUBJECT PROPERTY A - RENOVATION OF EXISTING RESIDE8Oldp ®@papa -0 - NEW FOUNDATION 4 STRUCTURE Old! Of SOU¢ 01)ep� 73 PROPOSED U m PROPERTY UNDER - FIRST FLOOR LOWERED FOR HIGHER tgoT° n T THE OWNERSHIP OF t FIRST FLOOR CEILING HEIGHT. TAX MAP 0 + THE SAME PARTY ZONING 1215TRICT R-bo U f - - LOT AFIFA 144 ACRES a� - �. . Q •� Y EXSTING EXI5TINS �-' LOCATION MAP s qpp P, SP AREA SCALE.NT5 .. Q c LAND NOW OR FORMERLY OF FIRST FLOOR AREA 15586 5F. 14446 S.F. �i'€ -- JONN PONTINO `- • SECOND FLOOR AREA 566 5F. 6295 S.F. LAND NOW OR FORMERLY OF S 85 nE Fxwa Cx�IXunE TOWN OF SOUTHOLD 82.oS, E S' AREA I,TD51 5F. 1,925.9 SP. PROPOSED PROPOSED 118,88��E S 8530'40' 69.16 E N 83'34'30'E S 859-16,'E HABITABLE GROSS 152.87' 78.03' SPACE AREA 3 BASEMENT AREA O OP. 1456 S.F. MARSH FIRST FLOOR AREA 15014 S.F. 1416.0 S.F. g� m �V W mm wSHOM,v SECOND FLOOR AREA 5215 5F. 6295 5P. 0 LAND NOW OR FORMERLY OF O N n!� AREA TOTALS, T1415 W4.2 5P. 2885 INDIAN NECK LANE.LLC N N hS 80 44-S0.E WOODED 247.67' N 85' O'E 231.88' FORMERLY of �IAN1 RL'BUITIO�MAIN Bi11L�DID1 .�, LISA OKULA h m RODERT DE FRESE EAST. PROP. COMPLIES W 0 m m tD 19 .O MIN.FRONT 60A' I5.0' 15A' (EXSTJ 8 ltl 20'51DE YARD OII.? m MIN. VE wl' 140A' 140A' YES Z 2 a SETBACK MIN _ 2 J15. 0 SIDE YARDS 45A' ROD, 140A' YES II 2 STORY T5 R>AYE _ �vi YIN.REAR LOT) A'NS ' U01A' I,IOIA' YES PROJECT: ARIP DML V • NO. LIN6 MAXIMIM 35A' s 235' s 235' YES INF GUEST HOUSE 'Elms LOT I LAND FORMERLY OFFRANK j NOW OR INSIGHT RESIDENCE L FLORE CERKULL EXIST 4'-0 x °M� Iu?tT� , �(� 33751NDIAN NECK LANE 6'4' SF) L01 /AAZA IH 64R eG 4hpeo ALLVV*" �AL PECONIC,NY 11958 RAv� ryo SOo1CDO eP. 9F. WA DRIVEWAY ��el D AWING TITLEI% APPnI0� IOJODO er. 4AQ er. 14y0AeF. SOE PLAN LOT AREA ' ZONING AND SITE ANALYSIS LOT ,,. PAGE 6 DESCRIPTION(FOOTPRINT) AREA G%LOT 60'FRONT YARD TOTAL LOT AREA 644�.J'b S.F. S D-01 1 125.58' SITE 11.YOUT AROHI O SETBACK ARCHR I.THIS IS AN EC15 SITE RAN 15 TOTAL 9-0LDABLE LOT AREA 604;104 S.F. 95.4% OgTE:09.1031 10F 4 2 SUB.FLT TO VERIFICATION BY A LICOL SURVEYOR THE INFORMATION p O Ap REFRESERrEFD ON THIS 517E PLAN 15 TO THE MODIFIED GUEST HOUSE [Aso SP. 02% ARLHITECPS BEST OFKNOW.EDGM EfU5TN6 LANDINGS 44 5P. 0.0% 0" IN p 1 AN 2.SURVEY SlJRV INFORMATION P M OBTAIN® ^^'' FROM A SURVEY DATED MAY 20,2020 EJOSTNB FRONT FLTRC.H 25 5F. OA% .p O cs 78.44.0 11v AND PREPARED BY. HX15T1NG GARAGE b04 SP. 0.1% PROPOSED BARN(SEP.PILING) 1005 SF. 03% ��(650�VAN TOTAL AREA OF ALL 'ITE PLAN STFWTI)RE9 54415P. O6% MAXIMN LOT CO'VERASE ALLAWM,20% A uC �« FYa��i:msT c OND II I ry., a °(i KK !'p -------sL----, ' O ST. E7i19IQL@ ___ K110M • $ pmNO C17ST.UP MaSTL ea __________ �1 _ MWEIT, DIp NILM —_!n� IY --___ C F�'IgT � Fast EXIST. [MST. J _----------- --- r H �' Q r�eei r Foss 7 e - T i , s EMOOM 2EAM .-.,rLp 4'-4 a.na* I I p 1 I � FOUNDATION DEMOLITION PLAN MR5T FLOOR DEMOLITION PLAN 5ECOND FLOOR DEMOLITION PLAN K/J.e.w•.I'-o' ewa VS'.Iw• arias w•.Iw• Ib Ib• re)IL.aa• .,. LrM ON MAK tt1a.11• PIQe. (a)M..a• MWmrr.IV Y ■ TANG MODIFlm __ a ST. @4 r. 4419P. - ,'L `,. Pwno „Ib e1•.m.e.e:e: PROJECT. i 'TT `I INF GUEST HOUSE pby r--u la w RESIDENCE p' .. .. .. GT Wn•OH ECO I LIKE Or�aT-- - 3375INDIAN NECK LANE ___________ p J I n u n 1a •�v P Nlc,NY11958 i 11 I I I ry - I I I p ? II 11 IIrLTfd�i �Qp• N7 G TLE 1 p� RA .. .. .. V @H @1 DEMOLRION PLAN` $4 S Sri�� I II II II II II I I PROPOSED PLANS .. .. .. V•-�YJb MOOIPIm N«..D+o; +� �ry rs�en vA_+ r. r �_� II II mar.ON.L S jP I II II 019 9P. II LlylNS II II II DINING IIIIJPAIE' SD-02 1 it n 'ii n u }� ry PROP. u n F�eJ n i upsoom ii ii p _ _I rnpt, 11 II II PROP, 1 1 p DAIS 09.YOZ3 $OF4 p :{y I 11 II @�8� .[J I II LIME GP FJGST yIJ II II � � I it II I GT.W AT GH yy11 V �O•��`�j�--�3�01fi�IE �•��gj`jSb 4 PROP05ED FOUNDATION PLAN PRO1105ED FIR5T FLOOR PLAN PROPOSED SECOND FLOOR PLAN erwte.w••Iw• auto w••I,& aua.e w•.IW • � M7 Up / O CNO n. o4 2 a � ,,G•� �c�I CT � tlI ATnG YOM TO KATCA C p�azO E>45T.vase FEIBIif Q W K WOOD FASCIA ® Noop MAW IDIMS U m FROPiOWD TCYJA SOLAR +� + ROOMS TO FIATCN WGSTIN9 ROOF PITCN MEE Hwn SPECS) AZ- - U � / WOOPRO p09 VERTICAL 0) Q cn I � � I � � Q PJO5TINS SW.I=FINISH®FLO M H.EV.MA'_________- HH I O �n E5c5T.FIRST PINIq M FLOO 11 Ei.EV. BAAEIINE _ AVBtAE,E --- L___ E3J=1/.wA' PROP05ED SOUTH(RIGHT)ELEVATION ecALe Iu^.M1C FlOOI09®TL'LA soLAR ItonPDm m e+raeN lg9T7ND leoaH'nrelH (es�LAHaa.ePoca) PROJECT: INF GUEST HOUSE RESIDENCE 3375INDIAN NECK LANE PECONIC,NY M58 DRA NG PROPOSED ELEVATIONS PAGE SD-03 WOOD RANG 5WINS DATE 093023 3 OF 4 \ 1 FROr09 P INSULATOD SLASO FROPO�l M I DOOR Y4TF1 FRCP K TO R!'WA 013OI"e KMMM w MATCH mxffm S"J SLAW SIOEiJOHIo AND IHC11LAim WNDON m HMTCN Fwsnra(iTPJ PROPOSED WE5T(FRONT)ELEVATION eralLs Vv•1.O' a _ oo„N fro d` .cL FROP05M MOCO FAWA ® U m HOOD PLANK.SWDDW F FRDFOSIMP TM LA SOLAR U ROOPINS TO MATQi L9NSTINS RODP PITCH ISM MANI,spbmw \ Q � Q MAW PLM 9 wwowINK 5IMto o o-= PROP05ED NORTH(LEFT)ELEVATION ar ua V4.I o a I li IMLAH�NO 3 ROOF FITCH OVM MARL tFWW 5M P w oPCK PROTECT: PROPo�®exTauoR INF GUEST HOUSE BIA0INS DOO1 RESIDENCE PROFOS®7M A SOLAR 3376 INDIAN NECK LANE ROOPINO W PATCH MUSIVS PECONIC,NY 11958 ROOP PITON=MAW.SFWM DRAWING E• PROPOSED ELEVATIONS PAGE SD-04 PROFOSM VMUWAL WOOD MAW S DATE 0920.Y3 40F4 mRU lug PROP05ED EA5T(REAR)ELEVATION ewa vs.Ib' Q 1 J ,. • _ �, ►' ii �; QLO a ME �0/� CO) O w . L= LO Z �t >, x qq O O l O 04 • ++ tn RENO\/ATI ON OF EX I STI NO RES I DENG S-OQ I .Q PROJECT LOCATION &SCOPE NEV4I FOUNDATION STRUCTURE fi ROFOSEI� SITE PLAN & ZONING DATA FIRST FLOOR LOV�IERED FOR H I OHER FIRST FLOOR -- " $ n: t r GE I L I NO HE I OHT. -OO2 .0 I GENERAL NOTES o ENERGY AB 3 • •r. I . # STRUCTURAL DESIGN CHARTS O-OOP.O I HOLDOWN, ANCHOR BOLT, �, STRAPPING, & NAILING DETAILS I FASTENING SCHEDULE 1 ' I PROJECT / ZONING MATH - k= FRAMING GRAPHICS 7 i F -@ j TAX MAP # l000 a8 11.3 BEAM CONNECTION PATTERNS ZONING P15TRICT R-8o FIREBLOCKING DETAILS , R. np �I n 1 I O I ` O LOT AREA 14.a ACRES W a m DEMOLITION PLANS EXISTING EXISTING HABITABLE OR055 SPACE AREA - -- - x �M- I O2 .0 I DEMOLITION PLANS FIRST FLOOR AREA 1,335.6 S.F. 1,44a.5 S.F. SECOND FLOOR AREA -447 6 S.F.-� 4741 5 F AREA TOTALS 1,753.2 S.F. 1,'i S.F. - Q I ,Q CONSTRUCTION PLANS }��,{ PROPOSED PROPOSED J LOCATION MAP HABITABLE GR055 m i SPACE AREA a p - -- - _- Ill - - - --------- - � W SCALE: NTS Z BASEMENT AREA O S.F. O S.F. z z A- O2 ,O I CONSTRUCTION PLANS a a x FIRST FLOOR AREA - 1,2Q3.7 S.F. 1,410.1 S.F. w w SECOND FLOOR AREA 447.6 S.F. 474.1 S.F. z AREA rorALs j� 1741.3- 1884.2 s.F. A-2O I .O I BUILDING ELEVATIONS z o - ----- - - ---------- - - -- - - - - - -- o m LAND NOW OR FORMERLY Or W N JOHN L ONTINO _ — W j z z F E T�E OF R CHMOND'S CREEKCENTERLINE --- �---- -- -------- ------ ---- -�_ - - . .,-� -✓O I .O I O LOT 001/ERAOE BUILDING SECTIONS a � LAND NOW OR FORMERLY OF S 85'04'20" > U 3 rowN of sourHOLD 82.05' S 78.43' 3� LOT L� w DESCRIPTION (FOOTPRINT) AREA 2Q COVERAGE W U- = 1j8.6g' E S 85'S0'40" E N g3'34'30" E S 85'12'00" E �� - _� - �� -- -- ---__- vi� I nl FCH - - 152.87' 78.03' 69.16' TOTAL LOT AREA 64a,236 S.F. z p MODIFIED GUEST HOUSE 1,450 S.F. o.2so A-5O2 .0 I BUILDING SECTIONS � N, MARSH o - 0^ LIMIT OF WOODS / I GUEST HOUSE PORCHES I 70 S.F. 0.03o v OJ d. AFF'ROXIMATE EDGE OF'1 LL -' '- WETLANDS AS SHOWN ONI I 00 ui -'-_ FLED MAP EX1571NG GARAGE - bO�i S.F. O.I�O I 0 ---_-_-- _- - -= - - -_,- - -__-_-- -_--�- =-_-_-_-- --_-= �c-�JO�J.OI BUILDING SECTIONS M LAND) NOW OR FORMERLY OF O N RP OPOSED BARN (SEP. FILING) 1,8o8 S.F. 0.39b p� 2885 INDIAN NECK LANE, LLC ____--�� _ � N S 8p• WOODED TOTAL AREA OF ALL STRUCTURES 3a37 5.F. 0.690 o 0 0 � 44 5p.+ E �' — - 241.67+ 231.86, LAND NOW OR FORMERLY OF —�'OI .OI N 85.43'10" E LISA CKULA & ROBERT DE FRESE DETAILS, SCHEDULES, & PROJECT: _-_ ZONIMIG R O T O MAIN BUILDING PLUMBING (D/W/V) RISER DIAGRAM - ------ - - - ------------------ � � INDIAN NECK FARM EXIST. PROPOSED COMPLIES -- GUEST HOSUE CIDMINI. FRONT YARD 60.0' 15.0' 15.0' NO ,Q I PLUMBING SUPPLY RISER DIAGRAM IgO.O' --- - ----- I 'i, � (EXIST.) ( ) r . I GAS RISER DIAGRAM W 0 O1) MINI. SIDE YARD 20.0' IQ0.0' Ig0.0' l YES i ' w DETAILS z , 20' SIDE YARD --_ - ---=--1 =— -- ---- --- - 3375 INDIAN NECK LN ' BARN SETBACK MINI. COMBINED Q 2 - -p SID'E YARDS 45.0' IQO.O' IQO.O' YES J 15.0 i'� (GO�RENR-LOT) T _ _._____-- —__ _ -_ =i_ __- —�-0�.O DETAILS PECONIC, NY 11958 75' REAR YARD 1 MIN. REAR YARD 75.0' 1,101.0. 1,101.0' YES / 2 STORY SETBACK DRAWING TITLE: LAND NOW OR FORMERLY OF --_- - ---_ - - - t 24' t 24' YES ---- -_-- N MA;XIMUM HE I 35 O ® \ DWELLING LOT I � l��_- _ -_ -L---------_------ �-- --------- -- _ C) i No. 55-T5 � FRANK JR. & FLORENCE KULL -jQ I ,Q DETAILS PROJECT LOCATION & SCOPE W ENLARGED KITCHEN PLANS SITE PLAN & ZONING DATA GARAGE souTHcoLD TowN GODS 28o-2O7 (A)(U INTERIOR ELEVATIONS LOT !BIZE /AREA IN ^ - r m ALLOWABLE EXGE55 OF 200,000 _ II 64Q,256.0 S.F. 44a 236.0 S.F. GFA TOTAL 6FA GRAVEL O RILL LOTS S.F. XGE55 A-502 .0 ENLARGED BATH PLANS DRIVEWAY �1 � ol= 2�oopoo . Z N __ ALLOWABLE S.F. /PLUS 15K INTERIOR ELEVATIONS PAGE: OF ANY ADDITIONAL LOT 10,100.0 S.F. 4,41i2.4 S.F. 14,592,4 S.F. 2,03a.6 S.F. AREA Mo A U, 2.0 S- I Q I ,Q I PROPOSED STRUCTURAL PLANS P(0o _ - DATE: 08/08/23 1 OF 20 N 51" L' � • 60' FRONT YARD _ �,125. PROPOSED STRUCTURAL PLAN SP:TBAGK 51TE LAYOUT NOTES: S- I O 2 .O 2 - I. THI5 Is AN ARCHITECT'S 51TE PLAN 4 15 - SUBJECT TO VERIFICATION BY A LICENSED Q O PD SURVEYOR. THE INFORMATION - "� �o�'t��'��`��'C�e� 1 REPRE5ENTED ON THI5 51TE PLAN 15 TO THE NEC ARCHITECTS BEST OF KNOWLEDGE. - ;_,� ° - ELECTRICAL PLANS Bu�Id'n y` _ N' ., f1 W KT ti lx\ 1 2. SURVEY INFORMATION WAS OBTAINED ® 'O �) sout"J'R1�n� OF-'PA�vEM S 7 44 1 FROM A SURVEY DATED MAY 20, 2020 E T� Town of SoutOhold � �• '":`", ` : �' � 'Q�, — EDO AND PREPARED BY: �R BARRETT BONAGCI d VAN wEELE, PG Pak im m, rl M 0' HAUPPAUGE N.Y. 117b8 F ^° TELEPHONE: (651) 455 1111 =`, (� S 1 TE FLAN SCALE: I" = CIO'-O" NOTES i$ SPEC 1 F 1 GAT1 DNS' CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION. CONCRETE, AND MASONRY A55RE Y I AT I O I`LS --- - a _ -i IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 8-15) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION A5 IT ___ _ -___.____ To6ETHER AT ALL TIMES. IT IS ALSO THE coNTRAcro'¢'s RESPONSIBILITY TO(READ ALL NOTE5, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEIIN6 PERFORMED AND HALL COORDINATE THE BD. - BOARD --__- ---- -_ -_- _ _ - INSU f INSULATION - - __�_ O PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB CONTRACTORS IN SUCH A 1MANNER TO A55URE TH T THE CONDITIONS OF - - -_ - -_ .____._ SPECIFICATIONS,AND BE FAMILIARIZED WI'-H THE PLANS PRIOR TO PORK 2. ALL LUMBER IN CRAWL 5PACE5 TO BE I6" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 1BFE 1 BASE FLOOD ELEVATION �!I I T. INTERIOR 1 W 6 MIN. FOUNDATION EXPOSURE. A&ENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR - ------- - -- ` BLD6. BUILDING -j I 0 GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501E j K �[IPS (1000 LBS) � � GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, [ �[ I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT - ___-______-_ _ -- __-_ - -- ---___- _ __ _ _ APPLICABLE BUILDING DEPARTMENT. PROVIDE SILL SEAL/INSULATION. 5IZE OF SILL TO BE (2) 2"x6", UNLE55 (U 2"x6" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. 501E TO HAVE MIN. BEARING CAPACITY OF (U TON/50. FT., U.O.N. BM BEAM 'MANU. SPEG.'s 1 MANUFACTURER'S SPECIFICATIONS w I CV I5 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EX15TINO STRUCTURE. COUNGIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS - - ___ ---___ --------______________J. . +' L0 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. D}F 4'-O" BELOW GRADE,UNLESS B.O BOTTOM OF MAX. MAXIMUM ; C EQUAL. I. IDENTIFICATION: ALL 50LID-SAWN LUMBER, GLUED LAMINATED TIMBER, 0 PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED GONGIRETE OF 5IZE SHOWN ON DRAWINO5, U.O.N. �BOT. BBOTTOM __ 1 --- STRUALL CTURE/SITE SHALL FSELD VERIFIEDA IABY GENERAL GONTRAGTORBLE INFORMATION Or TING �� �� ��, MEGH. MEGHANIGAL 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGER5 BY TEGO OR OTHE S O D w . O ram•- (0 • OPENIN65 IN STRUCTURAL 3. ALL WORK 5HALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND 5TRUGTU B.O.W. BOTTOM OF WALL MIN. MINIMUM l - FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS _ _______ ___-__ --___ ----------- ------------------_---_--_---�,_ _=__._-._--____ __--___ -_ N }' O AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH 1.5. UNTIL 1� TIER OF FRAMING 15 ItN PLACE. G.J. GEILIN6 JOIST --III NAVD88 NORTH AMERIGAN VERTICAL DATUM OF I168 �- } Lo 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, --- J�_. __- _ _ --------__ _____-- -_---_--� 0 •C z 4. AL' UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, '1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. COL. COLUMN I[NYC BG ![NEW PORK CITY BUILDING CODE �I OF THE OWNER/BUILDER w INGLUDINO END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED , 0 x _ N 5. ANY OMISSIONS OR DISGREPANGIES OF PLANS AND/OR JOB CONDITIONS 7. ALL BEAMS, OIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AOENGY 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED [CONT. CONTINUOUS I O.G. ON CENTER O 6 (I SHALL 5E CLARIFIED WITH THE ARGHITEGT,ENGINEER BEFORE PROCEEDING 6. MIN. HEADER TO BE 2) 2"xi0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE ORHHICH PARTICIPATES IN AN ACCREDITATION f ROEQU VALENT. THE M, SUCH AS THE SOLID WITH CONCRET . _-_-- --____.- _____-- _=__I- _______ WITH THE WORK. GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS 5HALL BE INI ACCORDANCE WITH PAGE G-003. �DBL. IlDOUBLE OGC. OCCUPANCY p 0 m 4-i e- q. ALL WOOD 51LL5 AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN510NIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION) ♦' N O ♦' 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TRENOTH AT 28 I C I O UNLESS APPROVED BY THE ARCHITECT/EN&INEER. Q a- � 0 O .I. U.O.N. I � � DAYS OF 4po P.5 DIM. `DIMENSION P. GONG. POURED CONCRETE I 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET _ _ _ _ ___ _ _ a '1. CONTRACTOR TO VERIFY DIMENSIONS Of` FOUNDATION WITH !FLOOR PLANS II. GONG. 5LAB5 TO REST ON MIIN. OF 6" FINE GRAVEL OR SAND WITH - -- - -- - - --------- - -- . ---------- -- BEFORE THE START OF FRAMING ON PAGE 6-003. GENERALLY, SHEATHING IS OF I/2 THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTG A I q0.1 STRUCTURAL GLUED LAMINATED D.J. �DEGK JOISTS PL. I�PLATE ; ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER _ 6. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. __- -------- - - - - __ _-______ __-_ --__ _- -_ ___ -- -'', PLYWD. PLYWOOD EA. EACH q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PREG',EDENGE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 ELEV. ELEVATION !P.T. PRESSURE TREATED 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR E5TABL15HING AND MONITORING 13. BRICK VENEER TO BE ANGHcORED WITH CORROSION RESISTANT TIES - � ___ i� _ ________ _ _ ��- _ __ � 1 , 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING 5GHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (5) 50. FT. EQUIP. EQUIPMENT REQ'D ��REQUIRED �. r a _ CERTIFICATES, CERT. OF OCCUPANCY OR R AL COMPLETION AND U.L.. APPROVAL DOCUMENT, THE 60VERNINO BUILDING CODE AND ANY ADDITIONAL � �II � EVALUATION REPORT. MAX. 32-O' O.G., TO DIRECT AtNY CONDENSATION TO THE EXTERIOR. EXIST. ; EXISTING RI RISER 12. EXTERIOR SHEATHING TO BE COVERED WITH TYVEK HOUSE WRAP OR REQUIREMENTS A5 SET FORTH IN THE MANUFACTURERS CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, r 1 II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY IPORTILLO, RA APPROVED EQUAL. �J AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 1EXT. EXTERIOR RM. �ROOM PERMISSION FROM THE ARCHITECT. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (I) GOAT OF TAR BASSED WATERPROOFING TO EXTERIOR OF FOUND. n 1 1 m UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. F.A.I. I FRESH AIR INTAKE ' R.R. ROOF RAFTER �f W 12. THE ARCHITECT 15 NOT RETAINED FOR 5UPERVI510N OF THE. WORK AND 15 ASTM P5456 STANDARD SPECIFICATION FOR EVALUATION OF ----_ I --- - -___ ![ __---_ _----. 14. PROVIDE 'X' GROSS BRAGINO AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMP051TE LUMBER PRODUCTS, TH15 DOCUMEN, THE I6. NO CONCRETE OR MASONRY' WORK IS TO BE PERFORMED IN TEMPERATURES -� ° I ------ --- - - --------� STL. STEEL _� EXCEED 6-O AND AT EVERY 6-O . SET FORTH IN THE�MAUACTURER S COMEDEVALUATIONQUREPORT. A5 CONCRETE SHALL BE PLACED 4ON FROZEN 5URFAGE5.�GT/ENGINEER. NO -- _�I� - - - - - - _ - _ - - - -- , RESPONSIBLE FOR DESIGN INTENT ONLY. FAR FLOOR AREA RATIO � 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE F.A.V. FRESH AIR VENT S.V. 1 SMART VENT __j i + 6-003. 1.5. PREFABRICATED WOOD TRU55ES: ASSEMBLIES USING PREFABRICATED 1-1. NO ADDITIVE5 SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY I 14. THE CONTRACTOR SHALL KEEP PREMISE25 R.EA50NABLY GLEEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVI510N5 OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. FF- 'I FINISHED FLOOR - _!I TBD TO BE DETERMINED __ k1 TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALIL REMOVE ALL I SCHEDULE AS GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AS 9 I6. APPLY ALL CONDITIONS ADDRESSED IN FASTEN NG 5 L - -------- - ------ - -- -- - ------ _ _ ---- - - ------ - - RUBBISH, WASTE MATERIALS, TOOLS, ETC,., GLEAN 6LA55 AND LEAVE WORK FF ELEV. rFIRST FLOOR ELEVATION TEMP 6L. TEMPERED 6LA55 BROOM GLEAN. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I6. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND I - _ _ -- - _- - _ _ -- - - � - - _ -_ -_ CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. 15. THE CONTRACTOR SHALL CARRY WORK'MAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA6E5 6-003. OR THE MANUFACTURER'S GORE EVALUATION REPORT. F.J. 1'FLOOR JOISTS THK. 1�THIGK Iq. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTIN05 ARE TO BE A LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOOCAL CODES 16. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST A5 PER CODE. 1.6. GYPSUM: OYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. lo" DEEP PROJECTING 6" GN EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL _ AND ORDINANCES. - ---- __- _-- _ -- - _ -__ - --- --_ - - ---_-_---- - - - Q GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVI510N5 OF ASTM G36 SPEGIFIGATION FOR GYPSUM PROVIDE TWO #4 DEFORMED B3AR5 GONTINUPUS IN THE FOOTING. ALL 4" THICK �RGE FLOOD RESISTANT GONSTRUGTION ELEVATION III!Tr 1 TREAD ° I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK ANCD THE WORK OF FLOOR SHALL NEVER EXCEED A 16 SPAN. WALLBOARD ASTM G37 SPECIFICATION FOR GYPSUM LATH, OR ASTM G7q CONCRETE 5LAB5 TO HAVE bxtb 10/10 WELDED WIRE REINFORCING. THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR 6YP5UM 5HEATHING BOARD. - - -- ------- ----_____-_--__.----- - I Iq. AT ROUGH OPENINC75 PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITrIONS EXIST. FOUNDATIONS ARE TO BE VERIFIED �R. 1 FRAME T'PP. ��TYPIGAL �I� COMPLETION OF PROJECT. -- --- AS PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID � SOUND CONDITION WITH AN EXIST. FOOTING OF MIN, ib" WIDE x 6° FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED ' E OWNER MEET THE PROVISIONS OF ANSI/AHA A135.4 SA51G HARDBOARD OF DEEP 3'-O" BELOW GRADE. - __-- _ �_ _ _-- _-_--- _-_---_ - - --- =-I,_- _ - -- -- - ------ __--- ----- - -- I, 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS TH „ 6LA55 WINDOWS AND DOORS FTC. FOOTING VERT. VERTICAL E) AOAIN5 ALL CINEER, AND THEIR AOENT5 AND EMPLOYEES FROOM AND ACCORDANCE w/AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 1. ALL 6LA55 TO BE INSULATED, LOW-E, UNLE55 OTHERWISE SPECIFIED. __ ------------------- .___-_-______-___ �� __-_____ _-I 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING. r AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS. GYP BD GYPSUM BOARD V.I.F. VERIFY IN FIELD -- THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING,DIPPING, OR SOAKING UNTIL THE WOOD I - _-- -- - ��- _ _ ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER HAN T CLEARANCES ARE PROVIDED. �L --- - --- - - _ °---- - --- - - ----_-._ - -- -- - IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO 1 CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN W/ WITH !! INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER Tl HE WORK MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS I) CONSTRUCTION AND ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (EB) 15 CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5• ALL SLIDING 6LA55 DOORS, 5KYLIGHTS, AND ANY 6LA55 UNIT INSTALLED II HDR HEADER I WD. WOOD �' \ WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF 'THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR WITHIN 16" OF FINISHED FLOOR :5HALL BE OF INSULATED TEMPERED 6LA55, -_-_ 1! CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY UNLESS OTHERWISE NOTED. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS AINY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS,APPLICABLE GORE HN6R HANGER - - ZR ZONING RESOLUTION _ __ - - -- ,i - - - ---- ANLL CLASS UN SPE HALL TIO)N5. - - - ---- ------ --. _ - - _- BER IAB�DE"-�MNIF INDEMNIFIED DER.THER OR NOT IT 15 CAUSED INl PART BY A A. TRUSS J015T McMILLiAN I.qE MIGROLAM �. ALL CLASS UNITS SHALL BE !INSTALLED IN STRICT ACCORDANCE WITH I� HOR. HORIZONTAL -_ - - - - - - _'�� 21. LVL LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. r ll r f - TY B. 6EOR61A PACIFIC 2-OE 6-P LAM 1.6.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND --- - - - _ 1 AND METHOD OF CON5TRUCT-ION INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 5 ALL INDOWS TO BE CAULKEED AND SEALED AS PER NEW YORK STATE I6. ALL MATERIALS, ASSEMBLIES, A ME A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY W I I I ¢ I w O T NOT LIMITED GONGRETE ETC.O ARE TO BE CAREFULL'f SUPERVISED BY TII+fE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.'S STANDARD FOR WOOD-BASED STRUCTURAL- VOLUNUSE TARY OR ENERGY CONSERVATION GONSTfRUGTION CODE. I V,S U L A T I O I `l 4• F E N E-S T R A T I O N R E O U I R E 1�E N T S Q , TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, 6. PROVIDE FLASHING PANS UNDDER ALL 5LIDIN6 CLASS DOORS, WINDOWS, OR - __ -- - H 0 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROMi THE DRAWIN&5 ANY OTHER TYPE OF 6LA55 UNIIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. II w AND SPEGIFIGATIDNS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION THE GOVERNING BUILDING GORE - AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.6.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL PROPOSED DESIGN CODE PRESCRIPTIVE VALUE 4 a a AUTHORIZATION OF THE ARGHITEGT/ENGINE:ER. 7. ALL EXTERIOR DOORS ARE Tr0 BE WEATHERED STRIPPED AND PROVIDE ALL COMPONENT COMPLIES = GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. VALUE CITATION (PER 2020 NYSECCC) _j 0 Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP 1DRAWIN65 REQUIREMENTS A5 SET FORTH IN THE MANUFACTURERS CODE11 w w 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. M -j NEEDED, UNLE55 OTHERWISE 5PEGIFIED. ALL DIMENSIONS AND iCONDITIONS 6. ALL 6LA55 I5 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 _______ - NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE ! o t PERTAINING ARE TO BE FIELD VERIFIED. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. I MAX. U-VALUE = 0.32 I Z N I OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.6.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS FENESTRATION U-VALUE U-VALUE = 0.25 MAX. AIR LEAKAGE = 0.3o GFM/SF YES Q ~ 20. CONTRACTOR TO REMOVE 4 RELOCATE A5 REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT 5HALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC q, ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH AIR LEAKAGE = 0.30 GFM/5F PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 I tri w EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM G205 STANDARD SPECIFICATION FOR Z p WHICH INTERFERES WITH NEW GON57RUGTIGN IN A WORKMAN LIKE MANNER. ANOTHER WINDOW MANUFAGTURIER, IT 15 THE RESPONSIBILITY OF THE ___ i --- --- - --- - ----_- --=-= -. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC, FIBER INSULATING BOARD. I.. - O it CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH R-4q SPRAY FOAM INSULATION HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. U a. 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFAGTLJRER'5 THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 7" THICK (R=7/INCH) MIN. R-VALUE = 4q v SPECIFICATIONS, UNLE55 NOTED OTHERWIS!_. 1.6.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DESIGN PRESSURE, CEILING R-VALUE YES w N 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE 5TRU07URAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. (BATT INSULATION MAY BE USED PER TABLE R402.1.2 - CLIMATE ZONE 4 N w, ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS _C7 ! 22. PROVIDE FIREBLOGKING AS PER NEW 'PORK AGGES5181LITY STANDARDS. (PS- I THE GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS. WHERE ATTIC SPACE ALLOWS) MIDDLE ONE-THIRD OF THE STUD LENGTH. NO IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD i ___ ________ _ _ ___ THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED -- HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION EXTERIOR (2"x6") WOOD 2" FOAM INSULATION W/R-11 GATT MIN. R-VALUE = 20 (CAVITY) o = 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY 10. WINDOWS IN TUB/SHOWER ENcGLOSURES AND WITHIN STAIRWAYS SHALL BE YES F= v OF THE HOLE SHALL NOT BE CLOSER THAN 5/6 TO THE EDGE OF THE STUD. INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 I REPORTS. FRAME WALL R-VALUE -- ---- - - v UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION. TEMPERED 6LA55. __ _ _- W COPYRIGHT PROTECTION ACT OF IggO (Al^IGPA), WHICH HAS SEVERE PENALTIES. - - 22. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE II. EXTERIOR GLAZING SHALL BEE PROTECTED FROM WINDBORNE DEBRIS. MIN R-VALUE = Iq w U.. CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.'7. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE FLOOR R-VALUE R-30 BAIT INSULATION i!!PER TABLE R402.1.2 - CLIMATE ZONE 4 YES to wm GENERAL WIND PROTECTION CONNECTION NOT ES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, MISSILE TEST OF ASTM Elggb AND ASTM E1666 AS MODIFIED BY 2020 NYE, BG _-, -- -----.I__._.____..___-_ -- _____ __-___ ---___ - N Z ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-005 4 G-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND O CONSTRUCTION;557V 10-qq AND 2016 550 HIGH WIND EDITION HOOD FRAME SPECIFIES THE Iii NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). SECTION 301.2.12.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET ALTERATIONS INVOLVING BUILDING ENVELOPE z g � THE REQUIREMENTS OF AN AFFFROVED IMPACT-RF515TANT STANDARD OR i ASSEMBLIES SHALL NOT BE REQUIRED TO COMPLY II Z IL 0 CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING WITH THE REQUIREMENTS FOR NEW CONSTRUCTION 2 w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, ANSI/DASMA IIS. 5GHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ EXISTING CAVITIES SHALL BE : PROVIDED THE ENERGY USE OF THE BUILDING IS I 2 O N ___7 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED.. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEG.'s). ASME B16.2.1 5QUAR.E AND HEX BOLTS AND SCREWS (INCH SERIES). 12. AS AN ALTERNATIVE TO NOTfE #11 ABOVE, WOOD STRUCTURAL PANELS WITH EXISTING CAVITY R-VALUE FILLED WITH NEW BATT INSULATION I NOT INCREASED, WHEN EXISTING GEILIN6, WALL, OR YES 0 j HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. A THICKNESS OF NOT LE55 THAN J" AND A SPAN OF NOT MORE THAN 6' SHALL ' FLOOR CAVITIES EXPOSED DURING CONSTRUCTION _ ____ 2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENINO DEVICES NOT 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES BE PERMITTED AS GLAZING PR(OTEGTION. PANELS SHALL BE PRECUT AND I ARE FILLED WITH INSULATION. ATTACHED TO THE FRAMING SORROUNDING THE OPENING. PANELS SHALL BE _ _ m `i BE USED IN ACCORDANCE RWITBH!MANUFACTURER 5 TRECOMMENDATIONS.HALL - -- - INC,LUVEIP IN THE 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN I PER R503.1.1 EXCEPTION #2 WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, PREDRILLED AND SECURED WITIH THE ATTACHMENT HARDWARE PROVIDED AS - - -- -- -',----- _ ___ _ TREATED WOOD 4 FLAEHIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS COMPLIANCE STATEMENT: M 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS £EXPOSED PER THE ANGHORAOE METHOD :SELECTED IN ACCORDANCE WITH TABLE TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN N WALL w/STEEL SHIMS 4 A MIN. 5/4 OF NON-SHRINK &ROUT. AS SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORTS. R301.2.1.2. ATTACHMENT HARPMAR.E SHALL BE PERMANENT � DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. w 0 I AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED 6ALV;ANIZED. GORRO51ON-RESISTANT AND THEE ANCHORS SHALL BE PERMANENTLY INSTALLED H- o EXIST. WALLS 4 12 LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND ON THE BUILDING. -------- _ - __ Q o0 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL P05TINO ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (6 MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, -- - -- I 0 0 WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING U.O.N). TABLE R50I.1 SHEATHING AND SIDING, FRAMING ANGt�ORS OR GONNEGT04R5 SHALL BE GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE AND ANY � CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S FLUMB1Nb _______ PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE L CODE EVALUATION REPORTS. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN,WASTE, AND VENT (DWV) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS � STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, GROUND SNOW LOAD 25 L55 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP CAPE, ® STEEL COLUMNS TO BE MIN.)4"' BENT PLATE 6" LONG 22,5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD SYSTEMS TO NYE, PLUMBING GOCDE AND NYS DEC RE&ULATI DNS. I N D I A N NECK FARM RAFTERS EXCEPT WHERE COLLAR TIES OF I xb OR 2 x4 ILUMBER IS w/6 R15E 4 w/(2) /a BOLTS THROUGH CENTER LINE OF VERTICAL LEGS ALLOWABLE SPECIFICATION FOR DRIVEN FASTENERS: NAIL5, 5PIKE5, AND STAPLES. 2. PROVIDE HOT AND GOLD SHUJT OFF VALVES AT ALL FIXTURES. STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH! u C RAFTERLOCATES. IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6 D15T., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. 226. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHAN&E5 IN DIRECTION -------_ ----_- - _------- _- -------�=--_DEFLECTION II!-_ --- ___-_-_ GUEST 1 IOSU E GYPSUM WALL BOARD 5HALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE AND AT BASE OF VERTICAL WASTE PIPES. RAFTERS HAVING SLOPES GREATER THEN 3/12 EXF05URE CATEGORY B 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. I. GYPSUM WALL BOARD SYSTEMS 5HALL BE OF A TAPE JOINT AND JOINT AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/I80 ___ __ __- W/ NO FINISHED CEILING ATTACHED TO RAFTERS 45" AND EVERY COMPOUND METHOD. MANUFACTURERS CODE EVALUATION REPORTS. 4. USE 4 CAST IRON THROUGH !FOUNDATION WALL AND PITCHED AT I/6 PER _ - I I SEISMIC DESIGN CATEGORY B 7. FLOOR TO FLOOR HOLD-DOWNS TO BE! PROVIDED EVERY FOOT. I6" WITHIN 4' OF EXTERIOR CORNERS. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS 22.7. 50REWS: 5CREW5 SHALL COMPLY WITH ANSI/ASME B 15.6.1 INTERIOR WALLS 4 PARTITIONS H/I80 WEATHERING SEVERE OTHERWISE NOTED. WATER RESISTANT (H.R.) AT BATHROOMS AND WHERE WOOD50REW5 (INCH SERIES). 5. GENERAL TRAP AND WASTE :SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: - - 3375 INDIAN NECK LN 6. SILL PLATE TO FOUNDATION ANGHORASE;SILL PLATE 5HALLL BE ANCHORED DEEMED APPLICABLE. - DISH WASHER.........................................2" TO THE FOUNDATION WITH ANCHOR BOL.TS HAVING A MIN. B30LT DIAMETER - KITCHEN SINK.........................................2" FLOORS 4 PLASTERED GEILINOS L/560 FR05T LINE DEPTH 3'-0" PECONIC, NY 11958 OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS " - LAVATORY................................................2 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH fPLATE. ANCHOR (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET - SHOWER/TUB:..........................................2" ALL OTHER STRUCTURAL MEMBERS L/240 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCIRETE/MAEONRY IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING MECHANICAL CONNECTIONS: - TOILET........................................................5" I I TERMITE i MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL 13E LOCATED WITHIN 12" OR CORNERS EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL - LAUNDRY .................................................2" DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' GN CENTER. CONCRETE PANELS OF 5/5" THIGKNE55 MINIMUM. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE „ EXTERIOR WALLS W/ PLASTER OR 5TUGG0 FINISH H/360 ICE BARRIER REQUIRED YES ------ ------ SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. - FLOOR DRAIN...........................................3 __- -- --------------- - I GENERAL NOTES 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE 6. ALL SYSTEMS TO HAVE ONE 15" MAIN VENT STACK AND INCREASED TO 4" EXTERIOR WALLS - WIND LOAD5 W/ BRITTLE FINISHES L/240 CODES AND REFERENCE STANDARD: TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED THROUGH ROOF. - ENERGY TABLE 1.STATE BUILD& PERFORMED SHALL CODE 2020 NEW YORK TATE RES DENTAL (COME, 2020 TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. BY "SIMPSON" MANUFACTURER. 7. PROVIDE FROST-PROOF HOSlE BIBS WITH EASILY ACCESSIBLE DRAIN 4 - --Ii L/120 STRUCTURAL DESIGN CHARTS e 2 EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES DRAIN COCK5 AS REO D. HOSE 5155 SHALL BE PROVIDED WITH BACKFLOW STATE ENERGY CONSERVATION CONSTRUCTION CODE. ALL OPENINGS. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE 5EVERAL PROTECTION. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 2.REFERENCE STANDARD USED FOR ALL WOOD FRAMING, 00tNNEGTIONS OF 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. LOADING VALUES ARE LE55 THAN WHAT I5 5PEGIFIED BY "SIMPSON" 5. WASTE FROM CLOTHES WASHIERS AND LAUNDRY TUBS ARE TO BE PROVIDED WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2016 WOeOD FRAME WITH BACK FLOW PROTECTION. STRUCTURAL DES 1 CAN LOADS PAGE: CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER /ASSOCIATION 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED (AF$FA) AMERIGAN WOOD COUNCIL (AWG), q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL __ - - -- - --- MEGHANIGAL. FUEL GAS: 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER DEAD LOAD ___] 5. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW Y'0RK STATE _ ------------- _ I. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/ THE MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 10. APPROVAL INSPECTION[ REQUIRED BY LOCAL JURISDICTION PRIOR USE LIVE LOAD - - G-0 uff"/02 m UA :I PLUMBING GORE. NYS MECHANICAL CODE AND FUEL 6A5 CODE 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER TO CONGEALMENT OF PLUMBING. EXTERIOR BALCONIES 40 psf ! 15 psf 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEM YORK STATE 5PECIFICATION5 OF THE PRODUCT BEING IN57AL LED _- __ _ ______-_ _ _- -_ - MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. 2. ALL MECHANICAL SYSTEMS, APPLIANCES, 4 EQUIPMENT SHALL BE LISTED, I1. NOTCHING AND BORING OF STUD5, JOISTS, RAFTERS AS PER BUILDING CODE. ! LABELED, 4 INSTALLED IN ACCORDANCE w/MANUFACTURER'S SPEC.'S 4 CODE. 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED DECK5 40 psf j 15 psf 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201"1 NATIONALL ELECTRIC ARCHITECT NOR ANY POTENTIAL DAMAGE TfHEREOF. CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION 3. ALL FUEL OAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS PASSENGER VEHICLE GARAGES 50 psf ' AS PER PLAN DATE: 8/08/23 2 OF 20 CONSTRUCTION CODE. SHALL BE EQUIPPED w/ FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL 5. ALL CONNECTORS SPECIFIED AS A SIMPSON TOP MOUNTED BEAM SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTINOUI5HED. HANGER SHALL BE ALLOWED TO BE 5UBSTITUTED WITH A TOP MOUNTED BEAM HANOER ONLY ALONO WITH SPECIFICATIONS LISTED ABOVE. ELECTRICAL: ATTICS WITHOUT 5TORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf 4. SUPPLY 4 RETURN DUGT5 OR PORTION5 THEREOF NOT LOCATED I. ALL NEWLY INSTALLED ELEOMCAL WORK OR APPLIANCES SHALL CONFORM COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED TO 201'1 NATIONAL ELECTRIC CODE, NFPA -70 AND 2020 NEW YORK STATE ATTICS WITH 5TORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf ,+�,� I p,µ,',"' 4 t., y •e.�" 1. STAKEOUT 15 TO BE PERFORMED BY A L.IGENSED SURVEYOR: TO AN R-VALUE OF AT LEAST (NYS EGG R403.3): INSULATION ENERGY CONSERVATION CONSTRUCTION GORE. -- - - -_ -_-_-_-----.---- ------- ------- ------ ------ p y"" a. W,"%�;" D r. 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf � j' •` i; , , yr��a`...", 2. VERIFY ALL GIVEN DATA ON DRAWING.'>. IF THERE 15 A 0153GREPANGY, DUCTS 3"(P 4 6R.EATER, LOCATED IN ATTIC: R-5 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON i - �,, FIBERGLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. �;''" iw44 RECEIVE CLARIFICATION FROM ARCHITECT/ENOINEER PRIOR TeO PROCEEDINO. DUCTS UNDER 3"O, LOCATED IN ATTIC: R-b FOIL TO BE PLACED TOWARD WARM SIDE. COMPLETION OF WORK. t f �1 C?� _,S r ,,,. t e DUCTS 3"(P 4 GREATER, OTHER PORTION OF BUILDING: R-6 SLEEPING ROOMS 30 psf 15 psf 4jr �S �.'.�r!^.r,, "� `� '� AND BACK FILL FOR WORK INDICATED ON DRA?e4IN65. DUCTS UNDER 3"41, OTHER PORTIONS OF BUILDING: R-4.2 3. SMOKE DETECTORS, IN GONFORMANGE WITH NFPA 72: C ? =r°:i1,":,;"..{,} 3. EXCAVATE A 2. PROVIDE 2 R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION wi;;„rr,,,:,'' :> 4' ' STOCKPILE TOPSOIL OBTAINED FROM 5TRIPPIN6 DRIVEWAY AkND BUILDING „ „ - GENERALLY,VERIFY OR PROVIDE HARD WIRED d j -�;.,, f i r WALLS FROM 6 BELOW GRADE TO 24 BELOW GRADE IF DESIRED BY STAIRS 40 psf 15 psf I SMOKE DETECTORS w/ BATTERY BACK-UP IN: p pS' SITE. STOCKPILE ALL EXCAVATED MATERIALS. CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE I- fs � ...x,_ 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE <OF WEEDS, TREE FOUNDATION WATERPROOFING. A. EACH SLEEPING ROOIM GUARDRAILS AND HANDRAILS 200 psf 15 psf1. r =.,..• ROOTS, ROCKS, AND DEBRIS. ALL 5URPLLS MATERIAL THAT IS UNSUITABLE - �' /. �. -1 FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: B. OUTSIDE OF EACH SEPARATE SLEEPING r � �37�4 '�� �,`� - q" R-30 FOR FLAT CEILINGS ., AREA IN THE IMMEDIATE VICINITY OF 12 psf FOR ATTIC J . ®� 5. PROTECT TREES WITHIN EIOHT FEET OF THE BUILDING. - 6.25" R-30G FOR VAULTED AND CATHEDRAL CEILINGS THE BEDROOMS (GENERALLY THE HALLWAY) ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR LATH. ..,� - 3.5 R-13 FOR 2 x4 WALL CONSTRUCTION - 5.25 R-21 FOR 2 x6 WALL CONSTRUCTION G. EVERY LEVEL OF DWELLING - 5.25 R-21 FOR FLOORS (BA5MENT, FIRST FLOOR:, 4 SECOND FLOOR, ETC) *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH A50E '7-16 (MINIMUM ME51ON LOAD5 FOR BUILDINC75 AND OTHER STRUCTURES) A,I I I HOL_DONN DETAILS TYF I GAL_ NAIL_ I NO/STR:AFF I NO QU I R M NTS FOR FA5TENING 50HEDULE A a ALL HARDWARt,E TO BE INSTALLED AS PER MANU. SPEC.'s;MANUFACTURER U F L_ I F T SHEAR I$ L.A T E R A L- V� N D R F-S 15 T A N G E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p 5UBSTITUTIOM5 MAYBE MADE WHEN LOAD CAPACITIES ARE MATCHED / (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, W AND ROUGH OPENING FRAMING REQUIREMENTS) J **ALL STRAPPING TO BE V4"x 20 5AU5E:** -- "SIMP5ON" EQUIVALENT - C520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE N7 (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) N USE IOd NAILS IF 5TRAFFW,45 IS OVER PLYWOOD; TYP. FOR ALL -- --------- - - Q -� LO FASTENER 5PEG. FASTENER ! c 0) HOLE)ONN 'A' HOLDONN S' DESCRIPTION AND QUANTITY SPACING O O GONNEGTI ON A NA I L_ I NO G R I D - - _ -- 1 o C° FOR NEW s EXIST. ROOF I$ GE I L I NO FRAM I NO — -° O Ir- FOUNDATIONS AT RAFTER TO RIDGE ry04 ENDWA�LL CONNECTION: \ COMMON NAI DIM's ARE L MIN. #is BAD DOLES.ON E OF ONLY A Ibd - --- - - - --- --- ENDWALL ....•-""'-- O C In Z �" (3) 2x FULL ,,......-�" � I RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 � PER RAFTER � ._ � w r- HEIGHT STUD (3) 2x FULL 2' 2 N \ CORNER STUD �-^-'"� �ry 2.l^IOOD IS ASSUMED TO BE D,F,#2 d BTR. IN DRY USE — — — �C CORNER STUD HEIGHT STUD ONNECTED TO "�" FOR STRAP - 5 8 d* COMMON R.R. 2ll iv SERVICE CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST x0 U CONNECTED TO TRANSFER SHEAR NAILS ® EA. END OF STRAP. a' TRANSFER SHEAR 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL O O m 'SIMPSON" HDOB ry (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL -, HOLDOWN ANCHOR ® FOR ROOF SLOPES UNDER 5:12 WITH • • • HOLES,SET NEW MEMBER. CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE 6-003 EACH LAP -C N L0 2-Ibd COMMON 2-I6d COMMON LOCATIONS NOTED ROOF SPANS OF 24 OR GREATER • • • NAILS ® b" O.G. $ NAILS ® 6 O.G. $ • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED O 0 .. 0''" O.G. IF BLOCKED ON PLANS --I oil O.G. IF BLOGKE °,. I USE 4 & d COMMON NAILS :2® EA. �/ • • • • GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) 4-I6d COMMON EACH LAP - C O CORNER POST CORNER P05T "" ". END OF STRAP. �, 5.SEE SECTION 6 FOR ANY REO'T TO CLINCH THE NAILS(TO Q G.J. G. IFS TIGHTLY BOND THE END OF THE NAIL TO A CIO* ANGLE,SEE COLLAR TIE TO RAFTER PAGE-NAIL SEE PAGE G-003 PER TIE ( n , W "SIMPSON" GRAPHIC B O l l EL W) SIMPSON H ~-. THE ABOVE ASSUMES A RAFTER HOEDOWN ANCHORR a® �' �" 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END SPACING OF I6 O.G,; FOR SPACINGS LOCATIONS NOTED � I „ SECTION 12.4-PLACEMENT OF NAILS 6 SPIKES 3 TABLE ON PLANS �� ° ! OF 24 O.G., INCREASE NAILING BY A GR 4-1. 2-Ibd COMMON EACH END FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) GONNEGTION BI 4 52 AT RAFTER TO TOP PLATE TO STUD NALL FRAMING --I� �\� d �y HOEDOWN INSTALLATION OPTIONS: CONNECTION: 1 � -� FOR NEW P. GONG. FOUND.'s 82 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON PER FOOT FOR STRAP - 5 8 d COMMON NAILS ® EA. ___ _ HOEDOWN CAST IN PLACE w/7/8"O THREADED ROD ono V END OF STRAP. • TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s . . um ^ II WIHEN IN TOWN OF ISLIP OR NAILING • _ _ _- _____._ _ _�__J "1/8"41 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO "O1 "s i 1 6IEOMETRY EXCEEDS THAT PERMITTED IN STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. • — CONCRETE w/ "SIMPSON" SET (HIGH 5TRENGTH EPDXY B I I MAX. NAILING GRID ABOVE UTILIZE ADHE51 VE), $ FOR TEMP.s O HEST FUSE -SIMPSON AT SIIMPSON #H2A (OR EQUAL) RAFTER TIE '`- ,,"� HEADER TO HEADER (PAGE-NAIL) Ibd COMMON 16" O.G. ALONG EDOF-5 Z (HIGH STRENGTH ACRYLIC ADHESIVE) n r FOR EXIST. /NEW G.M.U. (GONG BLOCK) • FOR TOIENAILING - 5 8 d COMMON NAILS `"`•••.. FILL TOP 2 COURSES SOLID $ CAST IN PLACE HOLDOWN USE SAME : TOP or BOTTOM PLATE To STUD (END-NAIL) 2-I6d COMMON PER STUD U w/"1/5"m THREADED ROD CONNECTION "_ ".. " " ; FOR O.J. TO R.R. - a 16 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, REQUIREMENTS FOR •-.."..,. SAND JOIST, 1,2 RAISED C.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJo15T, or BLOCKING (PAGE-NAIL) 2-I6d COMMON PER FOOT APPLICABLE) FOR EA,. PLATE TO STUD ABOVE $ OR BELOW ----- - HOLDONN G HOLDOWN D 2 16 d COMMON NAILS FOR G.J. TO G.J. - Q 16 d COMMON NAILS FLOOR FRAMING ° (n V J FOR NEW $ EXIST. G2 • - -- ---- - - ---------- ---- - 4-Bd COMMON PER JOIST FOUNDATIONS FOR NEWLY POURED GONNEGTION GI - • JOIST TO SILL, TOP PLATE or 61RDF-R (TOE-NAIL) FOUNDATION I ONE STORY ONLY ---------- (3) 2x FULL, ENDWALL D BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON - EACH EN HEIGHT STUD CORNER STUD - ONNEGTED TO TRANSFER SHEAR BLOCKING TO J015T (TOE-NAIL) 2-5d COMMON ° LOCATIONS NOTED NAILS ® 6" O.G EACH END "SIMPSON" HM05 (3) 2x FULL AT STUD TO FLOOR ASSEMBLY HOEDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD ; G2 -------'--- ° TO STUD CONNECTION: BLOCKING TO SILL or 5-I6d COMMON EACH BLOCK . d TOP PLATE (TOE-NAIL) ON PLANS 10" O.G. IF BLOCKED T" < CORNER POST G FOR STRAP - 5 8 d* COMMON LEDGER STRIP To BEAM (FACE-NAIL) - 5-Ibd COMMON EACH JOIST ° NAILS 0 EA. END OF STRAP - - — JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER JOIST _j ate' `� ° ; ;' FOR EA. PLATE TO STUD ABOVE It 2-I6d G MON _ ° BELOW - 2 I6 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST � 0.�. -- BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON 1 PER FOOT w NAILS ® 6 - -- -- m ° k\ sa; _ • ROOF 5HEATH I NO w a Z Z 1 ° STRUCTURAL PANELS: I �u Ix z INTERIOR ZONE Sd COMMON b" EDGE / 12" FIELD J "SIMPSON" STHDI4R GONNEGTION DI D2 e o KINcs PERIMETER EDGE ZONE s ad COMMON b" EDGE / b" FIELD ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4 O.G. F- HOEDOWN INSTALLATION OPTIONS: � � � 0 - FOR NEW P. GONG, FOUND.', UP TO Q" RAKE OVERHANG a v HOEDOWN CAST IN PLACE w/'VS d) THREADED ROD 1 Y .W-'"" M�-~ • Z - i AT CEILING SHEATHING O mi FOR EXIST. P. GONG. OR NEWLY CURBED FOUND, s • H �- '1/5"m THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(S TO FLOOR NSSEMBLY TO SILL D2 —_ CONCRETE w/ "SIMPSON' SET (HIGH STRENGTH EPDXY 0 I/2" MIN. _------ I GYPSUM WALLBOARD -- -- --- -- - -- 5d COOLERS 1" ED6E / 10" FIELD N �' ADHESIVE), $ FOR TEMP.'S O°F-40°F USE "SIMPSON AT L_ FROM i ___ ______ __ N Z (H16H STRENGTH ACRYLIC ADHESIVE) Q CORNER FOR 57fRAP - 3 8 d* COMMON NAILS ® EA. Z ONE #4 REBAR . O = SPECIFIED R END OF STRAP (WRAP STRAP UNDER SILL PL.) D I ° WALL 5HEATH I NO FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • Q F- FILL TOP 2 COURSES £i LID $ CAST IN PLACE HOLDOWN •o ° FOR EA. PLATE TO STUD ABOVE $ OR BELOW - � - -- ----- -- --- � W, w/"V8 O THREADED ROD 2 16 d COMMON NAILS �I '� STRUCTURAL PANELS 8d COMMON b" EDGE / 12" FIELD W U-' vi W ALTERPNATE CONFIGURATION - ABOVE STUD TO I GYPSUM WALLBOARD 5d COOLERS '1" EDGE / 10" FIELD N Z Q _ FLOOR: CONNECTION W/ # LP74 SIMPSON (OR ___"---- STRAP w/(5) -_- _ _-- - z g ~ bd NAILS m EA.END - - --- W a 0 NAIL. I N C�/S TRA R I N O 1�1 I N D O l�l/DOOR �+ A D R STANDARD/ALTERNATE EQUAL)) ® PLATFORM TO SILL PLATES ~ ``- .." W OF EA.STRAP TO n o W EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) a 0 � ALTERNATE USE O NOTATION: STRUCTURAL H23A) - -----_.--- -- --_--- U ILL STRUCTURAL PANELS: ! A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2015 WFGM, TABLE 51,P. 184) GONNEGTION E .--° I" or LE55: ad COMMON 6" EDGE / 12" FIELD �i 5 - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM, TABLE 5.255, P. ql) -~"""'- GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD --- M G', - NUMBER OF FULL HEIGHT KIN& STUDS ® EA. 51ME OF HEADER(2015 WFGM,TABLE 3.23G,P. 2C1 ; "" • _ IN ALTERNATE AS PER TABLE 3.23D,P. 293) -- 1 7- D NUMBER OF Ibd NAILS END STUD -NAILED THROUGH ADJACENT KING SD TO END OF HEADER® EA. SIDE • NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 O.G. AT THE PANEL EDGE. p A Q " -D (2018 WFGM, TABLE 3.'1, P. 184) AT 5TUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED, a E; - NUMBER OF JACK STUDS ® EA. END OF HEADER(2016 WFGM, TABLE 3.22F,P. 255) PLATES) GONNEGTION FOR EXAMPLE, IF WALL SHEATHING I5 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER O G F' - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS) ® EA. IDE ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.5,P. 1-11) °° a ° a SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: °�° ° a a ° °a 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FOR STRAP - 3 8 d* COMMON NAILS ® EA. s NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH ,� a END OF STRAP (WRAP STRAP UNDER SILL FL.) I N D IA N NECK FARM F FASTENIN5 5GHEDULE B "~�w� _ °e a a SIDE THE ROOF PEAK, THE 4 PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS � ° FOR EA. PLATE TO STUD ABOVE $ OR BELOW - (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITIO ) """~ . GUEST H OS U E 2 I6 d COMMON NAILS A ' � NOTATION F SIONAGE FOR 7RU55 TYPE, PRE-ENOINEERED ROUGH A B G D E F G I WOOD AND/OR TIMBER CON57RU07ION 3375 INDIAN NECK LN THE FOLLOWING 516NA6E SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE PECONIC, NY 11958 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-011 4 1 2 2 2 _2 SRL_ I G I NO O TOi� i�1�A�T GABLE ENDwALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE AUTHORITY HAVING JURISDICTION: * - PROVIDE (2) 2"xIO" HDR (MIN.) U.O.N. BRAG I NO/57RAPF I NO DRAWING TITLE: (B) - REOUIRE5 SILL PLATES OF' 2"xb" (MIN) ----- 1 FOR RAKES 12"OR HOLDOWN ANCHOR BOLT LENGTH FOR WIND - EXPOSURES B$G - BLOCKING 2 LE55 PROVIDE '7 2 5 4 4 4 SPLICE TOP PLATE SPLICE REQUIREMENTS BAYS BACK® <TO LOCKING 0 12"O.C. CONSTRUCTION TYPE DESIGNATION SMALL ro TOP PLATE SPLICE REQUIREMENTS l; O.G. ACHEIVE RAKE O.H. BE "I", "II", "III", "IV", OR IV' TO INDICATE STRAPPING, & NAILING DETAILS � — -- �I -- I--- I FOR WIND - EXPOSURES B$G - ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION GLASSIFIGATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF BUILDING MINIMUM 5PLIGE'",4 BUILDING MINIMUM SPLICE THE NYS 50. DIMENSION (FT) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(3) PAGE: 7 1 56 All S EA. END DESIGNATION FOR 5TRUGTURAL 12-0 2-o%2-6 12-0 3-0 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, A N G O R B O L_T S ' G I I G A T O N S I6'-O" 3'-O"/3'-a" I6'—O" 4'-O" ATTIC PRE-ENGINEERED WOOD, OR TIMBER - CONSTRUCTION AS FOLLOWS: G-001101 y- 'IF" = FLOOR FRAMING, INCLUDING 20'-0" 4'-075'-0" 20'-O" 5'-O" _.. _.. - TB LOGKIN&2 BAYS ---J m_A GIRDERS 4 BEAMS _ SPECIFICATION (2018 WFGM TABLES 5.2A $ 5.25, P. 15'7-160) „ „ " 11 BACK® 4'-0" O.C. _ - "R" = ROOF FRAMING CORNER 24-O 4-D /5-O 24-O 6-D 11 �� - GONDITION 3q FOR ALL STRUCTURES: j - FR FLOOR 4 ROOF FRAMING DATE: 3 OF 20 • • 5/B"0 ANCHOR BOLTS ® 5q"" O.G. iv _LLI-- _--_ _ - - SECOND FLOOR Q �u NOTES: I.TABULATED SPLICE LENI5TH5 ASSUME TOP PLATE-TO-TOP PLATE -- I. MIN. 7 EMBEDMENT INTO CONCRETE BLo CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE 1 �' I II I II I 11 I 11 I 11 „ LEN6TH5,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40-O 8-O /10-O 40-O I I-O GKIN&2 5AY5 • END " PROVIDE AN EDUIVALENT NUMBER OF NAILS - BACK m 4'-O" O.G. CONDITION 5" EMBEDMENT FOR C.M.U. (BLOCK) FOUND.P4 FILL 2.TABULATEDEBSPLICE LENGTHS ASSUME A BUILDING LOCATED �— 50-O 10-O /12-6 50-O 13-O TYP. STRAP w/(5) � � �II 1 11 I II I 1, 1 II I tl ; IN iv TOP TWO COURSES SOLID - ---- --------- - Sd NAILS EA. END - STROKE =,m . 1. 1 11 , II 1 II I 11 , ll 1 5.TABULATED SPLICE LENGTHS ARE BASED ON 6 FOOT WALL � 60-O 12-O /15-O b0-O I b-O OF EA.STRAP D HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/8; - - - OR REPLACED BY HOLD DOWNS FOR SHEARWALLS ll l 11 ll FIRST FLOOR PLAN DIAGRAM OF ZONES FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE "10-O 14-O '10-O la-O " NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR I I 's ,-;;�•, u " (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT). • }.},...�' 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 $ 12 j >...,, i 80'-O'-- ---- I6'-O" 80'-O" 22'-O"FROM ENDS AND CORNERS (TWO ® CORNERS) 01'WALL- 1.125 REFLECTIVE REFLECTIVE I (SEE DIAGRAM TO LEFT) BLocKIN&2 BAYS WHITE 10'WALL- 1.25 -- - - - - - ---- II'WALL- 1.3 r5 THI5 COLUMN w/MULTIPLIER BACK® 4'-0" O.C. RED PANTONE 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL - 1.5 FOR 10'-0"WALL #187 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL M15CELLAINEOUS FRAMING ORAPHI05 CONTINUOUS BUILT-UF OIRDERS, 5 OR MORE SUFFORTS FIREB G LOKISIC FOR fi LATFORM N0017) FRAMISIC a (THAT EXCEED FRAMING STANDARDS, IT IS REQ'D FOR FRAMER TO HAVE A WORKINO KNOWLEDGE OF TINE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE (FOR ENOiNEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) w AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) -------_-_..--- BETWEEN vb ASSEMBLY REQUIIREMENTS: - a 1/4 OF A WHEN GIRDERS MIADE UP OF JOIST5 NAILED J 0 CONNECTION 1 TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER PATTERN DESCRIPTION BLOCKING UNDER LOAD BEARING WALL I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES THREE OR MORE SUPPORTS, JOINTS ARE TO BE MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. w NON-LOAD BEARI NO WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS a 12' O.G. THE SPAN LENGTIH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T Q :� LO _ ---- — SUPPORT. NO TWO ADJOINING JOISTS, NOR STUDS STUD B (s)RaT IOd NAILS a 12"O.G. r THAN ONE THIRD THE TOTAL NUMBER, ARE TOOBE SERVES AS FIRESLOPPIN6. f C 5UBFLOOR - - ----_- JOINTED ON THE 'SAME 51ME OF THE SUPPORT. O a-- O (2)ROWS I/2" m BOLTS a 12 O.C.STAGGERED; 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE � �- (Q 5UBFLOOR [DEL.a ENDS TWO-PIECE PLATE SERVE AS FIRESTOPPING. O BUILT UP GIRDER P MAX.32" � O SOLE PLATE - - - NAILING: �- D l2)Rows I/2° m BOLTS a 16"O.G. , . I , ! 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE � Z SOLE PLATiE �_-_- --- TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE JOIST SERVES AS FIRESTOPPIN6. L E l(2)ROWS I/2" m BOLTS a 24"O.C. SIDE WITH IOd NAILS, TWO NEAR EACH END OF _I'y O C_ -_J� EACH PIECE, OTHIERS STAGGERED WITH A DISTANCE 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING 'O BETV'EEN 1/6 - ------ - OR OF NONCOM-BU5TOLE FILL. -J (2)Rows 3-si8°TRU=SLOGK SCREWS a 12 O.C. a v4 of a OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL X - SCREWED ON(I)SIDE OF MEMBER LINE; OR GIRDER'S ARE TO BE NAILED FROM EACH _ b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE C Q j (0 (2)ROWS 5-5/5"TRU55LOGK SGREW5 a Ib"OZ. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH �" 8 - - m a°, G / � AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O O �_ � [ [SGREWEy ON(I)SIDE OF MEMBER JOIST, OTHERS 5-i'A6GERED w/ A P15TANCE OF 52 --y _- _ JOI5T5 5ERVE AS FIRE5TOPPIN6. O � In (2)ROWS 5-3/8"TRUS5LOGK SCREWS a 24"O.G. BETWEEN NAILS IIN A HORIZONTAL LINE. =GREYED ON(I)SIDE OF MEMBER . I � JOIST H - --- �. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND C O O MAXIMUM OFFSET (2)ROWS 5' TRUSSLOGK 5GREw5 a 12"O.G. THREE-PIECE JOIST DEPTH, d J BUILT UP GIRDER MAX.S2" THREE-PIECE OIRDER5 ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN JOISTS Q � 0 "=GREYEy ON BOTH SIDE OF MEMBER SERVE AS FIRE5TOPPIN6. t--' MATCHED SIZE OF BLOCKINGAILS ON EA. SI1DE w/ TWO NEAR EA. END OF EA. 4° � S Q) FIRE5TOPPIN6 AND �K (2)Rows O TBOTH SIDE SCREWS a Ib"O.C.o.c. PIECE, INGLUDIN6� INTERMIDIATE JOINTS, AND w/ THE ^ UNDER NON-LOAD BEARING S1 CREWED ON BOTH SIDE OF MEMBER J _ ---- - _= OTHERS 5TA66E1RED w/ A DISTANCE OF NOT MORE � � / 3 8. THE HEADER SERVES A5 FIRE-STOPPING. PARTITIONS a 52 O.G. BLOCKING STUD L (2)ROWS 5"TRU55LOGK=GREYS a 24' O.G. BETWEEN I/6 n DOUBLE PLATE L�SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. Q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL BE ADDED BETWEEN 5TUD5 IN PARTITION ADJACENT TO - p FOUR-PIECE OIDERS ARE TO BE A55EMLED AS - � r STRINGER TO SERVE AS FIRE5TOPPIN6. CANTI LEVERI-D FLOOR CE I L I NO BRAG I NO NOTE: a HEADERS NOT NOTED PITH CONNECTION PATTERN ON SHOWN, AND NAIL-ED W/ 20d NAILS A5 SPECIFIED - PLAN SHALL USE CONNECTION PATTERN 'A'WHEN b"OR SMALLER FOR THE THREE-PIECE GIRDER. -- 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR +J GABLE ENDWALL a CONNECTION PATTERN CONNECTION WHEN T N LARGER t„ FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH ° — APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL ( 1 STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 \� HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP&IRDER GIRDERS ARE TO BE SECURELY ANCHORED TO '/ I FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF ^^ iSOLE PLATE 2"x4" CONTINUOUS &ABLE END MASONRY PIERS„ NAILED TO WOOD P05TS OR / THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING n 1 (L�11 SUBFLOOR TRU55 �f LATERAL BRACE a b'D.G. BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE BAND LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED JOIST 2) IO ) d NAILS TRUSS OR 4_ G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL C� FLUSH I I C,f� C� PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON I V TT R I `�C, ®R C' I D L O D D B M✓ 00 . L-l� I 1 B M✓� -LOCATIONS REQUIRUN6 FIRE5TOPPING- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL 5ERVE — 10) ad N,A L O ✓ ✓ AS FIRESTOPPING. NAILS FIRE- FIB_ WOOD FIRESTOPPIN6 FIRESTOPPING STOPFINO STOPPING FIRE- FIRE- SOLE ' \ [FA51'ENINO RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING V MULTIPLE-PIECE MEMBERS rm JOIST 5d COOLER NAILS a 10" O.G. NAILED' BOLTED' .I � I VERTICAL _'-CL - - -- -- FIRESTOPPIN6 KEN GE ROWS ° — 2"x4" BLOCK NAILED TO EA.BRA ROWS Ibd BROWS Ibd 2 mTtTY 2 BOLTS 2 Ys' BLOCKING BOLTS e 24" BOLTS BOLTS x coMMox COMMON w/ 4 IOd NAILS TO UNDERSIDE OF ( ) � COVERING 15 APPLIED O.G,STAGGERED• 20 A.STRAP a 12°OG. 0 12"O.G. a 12 O.G. a 6'OG. STUD GYPSUM BOARD g - TWO ROWS 12"D.G. TfHREE ROWS 12"O.G. JOISTS lilt',!, DOUBLE PLATE . (10) 6d NAILS BEAM SELECTION w/ STD. NAILING o 0 0 0 0 o a o LOCATION I LOCATION 2 LOCATION 5 LOCATION 4 5d COOLER NAILS a 10' O.G. 0 5 ALTERNATE ENDWALL 5TVD5 AS NOTED IN NOTES 7 4 5 NoxcoMBusTIBLE JOIST SHALL BE LOCATED ,DIRECTLY *D NOTE, ALT.FOR USE OF DRYWALL 5CREW5 " FOPPIN PPING LOCATION �� OF GIRDER WOOD FIRESTGPPING OVER STUDS, UNLESS TOP PLATE IS 4" o EDGE/12"a FIELD FULLY BLOCKED I.TOP AND BOTTOM RONS SHOULD BE 2'FROM EDGES DESIGNED To CARRY THE LOAD SCREWS#6 - 4"TYPE W ORS ED TrWO ROWS b"O FIREsroPPING LOCATION 5 LOCATION b 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGER .G. FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL \ / THICKNE55 OF THE MEMBER.USE WASHER5 UNDER HEAD AND WT. O C O O O C C O C n INTERIOR STUD DETAIL O y ERLA I D ROOF S.STAGGER EACH ROW OF FASTENERS BY 12'. O O C O O O O O 2'SPACE NOT TO BE PILLED © NONCOMBUSTIBLE FIRESTOPPING ATTACHMENT GALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. FIRESTOPPING APPROX.I INCH THICK 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO BOTH SIDE OF THE MEMBER. 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED LOCATION 7 FOR 4"O.G.NAIL SPACING. \ STD NAILING FOR TOP LOADED MULTIPLE PIECE BEAM5: FIRBSTOPPING \ \\ STRAPPING w T./ 2 ROWS OF Ibd COMMON NAILS 02'O.C)FOR DEPTH5 I2"OR LESS LOCATION �{ 4 ad NAILS LOCATION 8 LOCATION 10 w a EA.END a R.R. 6.B ROW5 OF Ibd COMMON NAILS(12"OZ)FOR DEPTHS OF I4",16"a 16'. Ca FULL WIDTH Q p 2"II'BLOCKIN z0 U w CONSTRUCT 1 O N DETAILS W ND LOAD FA7H GONNEGT 1 ON DETAILS � I N � WII DRILL 2"m INTO ROOF IJ- TOP PLATE NOT TO SCALE z DECK FOR STRAPPING INSTL. NTER5EG71ON DETAIL 1 ,EXIST.ORNEw Q '- f U NEW R.R. SET w/ R.R. BELOW W UPPER TOP PLATE LAPS 4 Iod 0 = ,CONTINUOUS LOWER TOE NAILS NOTED CONT.BLOCKING Z O � TOP PLATE SPIKED TO R.R.15 U Q. w WI ALIGN NEW a EX. R.R.AS SHOWN K I NO STUDS z Z O 2 U PLAN VIEW I w NOTE: SIMILAR a 'SHED' WOOD J0157 -0 WOOD .J015 GRI PPLE STUD _ w w ROOF,R.R. IN LINE fn It BLOCK I NO - -� JOIST HANOER�\ HEADER ; -0 z a o O ENERAL REOU I REMENTS FOR. OENERAL REOU I REMENTS FOR W � W T I ON OF CLINCHED NGHED NA II LS INSTALLATION OF TO 61 RDER/HEADER -- o 0 0 E NSTALLA JACK STUDS V u- X� WOOD OI RDER MAIN PIEMBER — — M N W Q \ JOIST FRAM I NO OVER WOOD O I RDER JO 15T FRAM I NO FLUSH W 1 TH O I RDER/HEADER TYP I GAL HEADER CONNECTION 0 PROJECT: I. TOENAILS SHALL BE DRIVEN a AN ANGLE OF I N D IA N NECK FARM MEMBER �vIAM.x B w/APPROX, 30° THE M MAIN MEMBER b STARTED APPROX. ,6 THE LENGTH OF THE NAIL FROM THE MEMBER END, I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A 410° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN GUEST HOSUE MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST RAFTER 0 51X TIMES THE DIAM. OF THE NAIL 5. To AVOID 5PLITTIN6,NO MORE THAN 2 TOE NAILS SHALL WALL STUD WALL STUD BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 J015T WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE- - - BOTTOM PLATE- 3375 INDIAN NECK LN IN EA. SIDE WHEN FASTENED TO A 2"x6" TOP PLATE. BATHTUB - SUB FLOOR PECONIC, NY 1.1.958 DOUBLE JO I5T _ DOUBLE JOIST TOP PLATE CHIM. CHASE SECURINO @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS O BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE:. DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARINO WALL5 ALTERNATIVE RAFTER TO WALL STUD CONNECTION (51M. a CHASE WITHIN PLAMIE OF ROOF w/STUDS TO ATTIC FLOORZ d BLK'6 TO R/L 5'IDE5 w/5TRAPPIN6 7r0 R/L SIDES) O PAGE: N WIND RES 1 STANT CONSTRUCT ON CONNECTORS TOFF PLATE a O Q� q R PI 0 AL CHI IM. CHASE WALL X v --- -- --- --- - -- - -- -- s 0 ' . ft 'z� 'CONNECTION LOCATION: - PART NUMBER: NOTES: o w RI DOE-TO-RAFTERS C520 @ 21" APPLY TO EACH PAIR OF RAFTERS Q u RAFTER-TO-WALL / / H� APPLY TO EACH RAFTER DATE: 08 08 23 4 OF 20 iu ROOF o Q RAFTER-TO-PLA'7E H8 or H2.5 APPLY TO EACH RAFTER . N0 a - -- i N P UD @ LATE-TO-WALL ST C520 18 APPLY TO EACH WALL STUD REQ D BLOCKING _-_-- TO ALIGN w/STR'•APPIN6 F-jjzj Q - a EA. LEVEL ABOVE tu z R 2ND. FLOOR WALL-TO-I5T'. FLOOR WALL LFTA or G520 @ 56" APPLY TO EACH WALL STUD THE FIRST FL. ® _Q ®Lu HEADER-TO-JACK STUD G520 @ 12" APPLY TO EACH JACK STUD ,•r �s � � CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH GRI PPLE STUD ' SHEAR WALL HOLDDOWIN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE p ' ST. FLOOR-UNDER-SILL PLATE C520 (USE WITH 3" SQUARE WASHERS) SIDE: VIEW FLAN VIEW - — ---- --- USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RE515TANT CONSTRUCTION. FOLLOW MANUFACTURE'5 RECOMEINDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0E I ` EF,AL 5"%r��550 <E I : Q NEW PARTIAL HEIGHT _ EXISTING TO BE DEMO,LI5HED WOOD FRAME (L.O. 5TL. W ui EXISTING TO REMAIN WHEN APPLICABLE) v NEW WOOD FRAME (L.O. F NEW FOUNDATION WALL 04 5TL. WHEN APPLICABLE'_) Q ' c � NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME ( A 5TL. ® PO5T FOR 4" WALL5 O O a-- O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL ' 0 P05T FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED O c In .4- WOOD FRAME (L.O. 5TL. WHEN APPLICABLE) a' v N 0 I c co O O m .— DEMOLITION PLAN NOTE5 C NO a. O REMOVE EXISTIN6 NON-LOAD BEAR11�6 PARTITION m 0 OREMOVE PORTION OF EXISTIN6 EXTERIOR AND/OR BEARI N6 WALL;NEW BRACING A5 REQUIRED -R MOVE EXl5 TIN6 D OOR-AN�AM5 O4 EXISTIN6 STAIR TO BE REBUILT,EXISTIN6 BALUSTRADE TO 1 , REMAIN AND BE REUSED. REMOVE XISTIN CE�L'IN6-6- L TE: TERI TO EXP05E STRUCTURAL TRU55 MEMBERS ABOVE U O6 REMOVE EXISTING KITCHEN CA5EWOfzK, APPLIANCES, m AND/OR FIXTURES, AND STORE PER OWNER'S DIRECTION W OREMOVE EXISTING BATH CASEWORK/FIXTURES Q STORE PER OWNER'S DIRECTION REMOVE ENCLOSURE TO EXPOSE EXI5TIN6 • OO CHIMNEY/FIREPLACE TO REMAIN OR TO BE REBUILT OREMOVE/REPLACE EXI5TIN6 WINDOWS 3 SIDELITES (TYP)1; STORE PER OWNER'S DIRECTION ,! U 10 EXISTING CONCRETE PAD TO BE REMOVED I it I II EXI5TIN6 SIDING TO BE REMOVED (TYP) N a IS o C O12 EXI5TIN6 ATTIC FLOOR, FRAMING, b ROOF ABOVE TO BE: REMOVED. STORE WOOD MEMBERS TO BE REUSED. O 13 EXI5TIN6 STAIR TO BE REMOVED n O ---- ------------��------------ ----- L.J. 14 EXISTIN6 WALL + CABINETS TO BE REMOVED V z 15 EXISTING SHELVING TO BE REMOVED N Q Li EXI5TIN6 CHIMNEY TO BE REMOVED. STORE BRICK PER EXISTING BASEMENT Li 5 III I6 OWNER'S INSTRUCTION FOR LATER USE. �- !I OEXISTING ROOF TO BE MODIFIED - SEE ELEVATIONS b =xISTI SECTIONS 18 EXCAVATE GRADE FOR NEW FOUNDATION HALLS STAIR d Ia la EXISTING FLOOR SYSTEM TO BE REMOVED W DEMOLISH PORTION OF EXI5TIN6 FOUNDATION WALL 4 m EXCAVATE EXISTIN6 ADJACENT 6RADE A5 REQUIRED FOP, PROPOSED CRAWL SPACE VENTS b 'VENT WELLS. �z -T-T-i_-1-7-1 1 ci w 21 REMOVE TOP OF EXISTING FOUNDATION WALL AS d REQUIRED FOR LOWERED FLOOR AN7/OR DOOR a EXIST. Q ZQ THRESHOLD (VERIFY DIM. IN FIELD). UPI U Lu W 22 REMOVE BILGO DOOR 4 STAIRS 21 / \\\\ Z Ia Z O' 0a O NW DEMOLITION NOTE: PROVIDE SHORING AND SUPPORT TO ALL AFFECTED - - Z STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. 0 /� \ /� V J J la w w z m r z go ao 21 21 W 0 0 E' U LL. ix EXISTING BASEMENT iull ei f'9 N la Q 0 O la - PROJECT: INDIAN NECK FARM GUEST HOSUE EXISTING CRAWL SPACE EXISTING CRAWL SPACE 3375 INDIAN NECK LN PECONIC, NY 11958 DRAWING TITLE: DEMOLITION PLANS 2 PAGE: DM-10loOl DATE: 08/08/23 5 OF 20 DEMOLITION PLAN - FOUNDATION LEVEL 50ALE: 1/4" = I'-O" t EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT W WOOD FRAME (L.6. STL. J v �---•� WHEN APPLICABLE) �J F EXISTING TO REMAIN �— j NEW WOOD FRAME (L.cS. NEW FOUNDATION W NALL I' •_ 5TL. WHEN APPLICABLE) �. �_� _ CLo NEW I-HR FIRE RATED %X. POST FOR 4" WARILSTURAL 9 � O O ._ WOOD FRAME (L.G. ST;�. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR WA LLS),ALLS N ), U.O.N. C Lo Z d' NEH 2-HR FIRE RATED WOOD FRAME (L.G. 5Tl_. "N WHEN APPLICABLE) O U I O pm -wcr0 DEMOLITION PLAN NOTES c � O p .- 0- :2o OI REMOVE EXISTING NON-LOAD BEARING PARTITION OREMOVE PORTION OF EX15TINO EXTERIOR AND/OR BEAT WALL;NEW BR.ACIN6 AS R.EOUIR.ED O3 1�0 /1=EXISTINGDpOR�ND�JAMB IF------------ O EXI5TIN6 STAIR TO BE REBUILT;EXI5TIN6 BALUSTRADE TiO J — REMAIN AND BE REUSED. I REMOVE`EXISTI�16 GEl 6� L =D�NI�ATERlAL�310/� 10 I 5 EXPOSE STRUCTURAL TRUSS MEMBERS ABOVE 2-0 24 U REMOVE EXISTING KITCHEN CA5EWOIZK, APPLIANCES, WNER'S O AND/OR FIXTURES, AND STORE PER O DIRECTION W 2 I II I a ♦\ � OREMOVE EXI5TIN6 BATH CASEWORK,'FIXTURES Q STORE PER --- ♦ / �J OWNER'S DIRECTION --- T-I OREMOVE ENCLOSURE TO EXPOSE EXISTING -7 T- ��----- -- \♦ % t CHIMNEY/`FIREPLACE TO REMAIN OR TO BE REBUILT O REMOVE/REPLACE EXISTING WINDOWS E 5IDELITES (TYP)>; O 13 j O �\�// \♦\ I"1 / STORE PER OWNERS DIRECTION I , � I EXIST. 10 DONN EXISTING CONCRETE PAD TO BE REMOVED _ I m l ♦\♦ / O EXISTING i I�--�a ♦♦\ / / EXI5TIN6 SIDING TO BE REMOVED (TYP) -� __1 Ir 1-L_ II 0MUDROOM ---rO I I � '�� ♦ / � o r—n 12 REMOEXISTIl ATTIC FLOOR,FRAMINO, 4 ROOF ABOVE VED. STORE HOOD MEMBERS To BE REUSE TO BE: nq —� 11 X= 15 EXISTING O 11 ♦\\♦ / \ V J 13 W EXISTING STAIR TO BE REMOVED PI CLOSET ANTRY I --- ------J O 2 14 — -------_—- EXISTING WALL + CABINETS TO BE REMOVED - 15 EXI5TIN6 SHELVING TO BE REMOVED I6 EXI5TIN6 CHIMNEY TO BE REMOVED. STORE BRICK PER II C=---� !----__ _ OWNER'S INSTRUCTION FOR LATER U5E. r f _ �II OEXISTING ROOF TO BE MODIFIED - SEE ELEVATIONS d = —�i I IIIII I6 IT SECTIONS 7- k� L---- Ill - EXCAVATE 6RADE FOR R ,g NEW FOUNDATION WALLS STAI I6 I8. -^� L-- IIIIII EXISTING KITCHEN 6 T WELL/T'O�ELLARV la EXISTING FLOOR SYSTEM TO BE REMOVED r a (V ---- -- I w DEMOLISH PORTION OF EXISTING FOUNDATION WALL 3 � , - _-- co EXCAVATE EXI5TIN6 ADJACENT 6RADE A5 REOUIRED FOR Mil m W I-� I' PROPOSED CRAWL SPACE VENT5 4 VENT WELLS. I il a REMOVE TOP OF EXISTING FOUNDATION WALL A5 a I N I z z OMil 21 REQUIRED FOR LOWERED FLOOR AlAND/OR DOOR THRESHOLD (VERIFY DIM. IN FIELD). r W _ V wUJI 22 REMOVE BILCO DOOR b STAIRS I'T'-O" D i----- - z - O � w vi w DEMOLITION NOTE: 2 N O z I PROVIDE SHORING AND SUPPORT TO AL 14L AFFECTED _ _ STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT -- y / S OF ANY DEMOLITION OR CONSTRUCTION. I I_T 1- _ `�`� J I w II l EXISTING BEDROOM EXISTING BEDROOM �J w U- ! n UI N wIll 5 Oj( 1O o � Ai1.2 w a EXISTING BATHROOM g Wz EXISTING DINING Ox p� EXISTING BEDROOM --`�J --- _ O __ ___-_ ____ U w It w u' % EXISTING ATTIC �i e �/'4 _ �_ EXISTING CLOSET _ L- N �O 3 I6 XD m r-� /�--- -- W w Q g // r - Q 0- II-- ---------� 0 -- ---- \ --I---- m ---------- ----1� 12 o -- --m )7 ---------- L-JI _ PROJECT: Lu -- 3 r O i \ �\�\\ - -- --�H L--- O� I -- -- \ \ �\ �\ INDIAN NECK FARM 3 --I,II� lj ��\ — - — — — — — \\ -- - loll -- - ------ II - uj I6 u~i I77— _ 3 J GUEST HOSUE EXISTING BEDROOM 2 w �� -- ----,n LL I w - — LJ I` 0 __ ___ II" II -13= = ;II ° ~0 3375 INDIAN NECK LN -J J in EXISTING BEDROOM -�Ih EXISTING LIVING ROOM PECONIC, NY 11958 IIIII `J If71 N� x DRAWING TITLE: L) � IIII I � I lo'-4" Io'-sy2" DEMOLITION PLANS a n a a a I I a a PAGE: EXISTING r% Kq -gA 0 0WIll -Aq COVERED PORCH n �. e 1 WL DATE: 08/08/23 6 OF 20 DEMOLITION PLAN - O ROUND FLOOR DEMOLITION PLAN - SECOND FLOOR SCALE: 1/4" = II'-O" SCALE: 1/4" = P-O" ¢ ro``< rc I� Q OENERAL NEW PARTIAL HEIGHT - 0 EXISTING TO BE DEM01-I5HED ice;- { NOOD FRAME (L.O. STL, w Ld EXISTING TO REMAIN YdHEN APPLICABLE) /f NEW WOOD FRAME (L.C�. NEW FOUNDATION WALL \ ; 5TL. WHEN APPLICABLE'-:) Q Lo N �� *LIGHT AND VENTILATION NATURAL LIGHT $ VENTILATION C 0) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL ARTIFICIAL LIGHT: (HABITABLE SPACE) \ o � o POST FOR 4" WALLS WOOD FRAME (L.G. 5T1_. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL HABITABLE BEDROOM AREA: III SQ.FT. FLOOR AREA III S.F. O REQUIRED LIGHT: 6 FOOT CANDLES / SQ.FT. - _0 0 POST FOR 6" WALLS), U.O.N. (1) 40W LED BULB = 450 LUMENS S.F. REQ. S.F. PROV. O Z d' NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. &FT. CANDLES X III 50.FT. = 6(o6 LUMENS LIGHTING;MIN. 85>� •_ WHEN APPLICABLE) 666 LUMENS / 450 LUMENS = IS OF FLOOR AREA 8.q S.F. *-7,2 S.F. A-201 MINIMUM (1.5) 40W LED LIGHTS REQUIRED 3 Y VENTILATION;MIN. 4.4 S.F. 6.8 S.F. c O � (� 4% OF FLOOR AREA � HIGH EFFICIENCY LAMPS: MINIMUM (2) 40W LOW VOLTAGE LIGHT FIXTURES - u� O p m +' FLOOR PLAN NOTES o NOT LE55 THAN 10% OF THE PERMANENTLY INSTALLED LIGHTING REQUIRED w L O • ++ Ln DOOR NOTE: FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER '1'' (V NEW FLOOR: 2020 NYS, EGG R404.1 PROPOSED (2) FIXTURES WITHIN HABITABLE BEDROOM O Q O m O j I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 10 I. NEW J" PLYWOOD 5UBFLOOR BENEATH (SLUE d SCREW); AREA r' ON PLANS BY 'JELD-WEN' (OR EOUAL,I. SCREW PERIMETER OF SHEATHING 6" O.G. d 12" O.G. ® G 4 C 4 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT INTERIOR. ON PLANS BY 'THERMATRU' (OR EQUAL. MECHANICAL VENTILATION 2.NEW FINISHED FLOOR PER H.D. SELECTION HOT WATER PIPING INSULATION: 3.NOTE DOES NOT INDICATE EACH NEW DOOR HABITABLE BEDROOM AREA: III SQ.FT. R NEW TILE FLOOR: INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE CEILING HEIGHT: 13.2 FT. SCHEDULE. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE - PROPOSED;SEE DESIGNATIONS d POOP, PLACE DOORS 4" MIN. FROM PERPENDICULAR \ </- E-1 WALLS, U.O.N. 1. NEW TILE FINISH (H.O. TO SELECT) UPON FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 d R403.5: REQUIRED VENTILATION: 0.55 GFM / HOUR (ACH) PROPOSED 5. INSTALL AS PER MANU 5PEC.'s 2.ONE LAYER THINSET (LEVELED PROPERLY) UPONI. MEGHANIGAL SYSTEM PIPING CAPABLE OF CARRYING (III X 15.2 X 0.35) / 60 = 8.54 GFM - SHOWER GLASS 6.PROVIDE (2) 2"xIO" HDR., U.O.N. 3.NEW " DUROCK CEMENTBOARD (OR EQUAL) UPON - \ WALL AND DOORFLUIDS >105 F OR <55 F (R403.4)7. SEE PAGE 6-005 FOR ALL OTHER FRAMING 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); z ON TILE CURB " 2. PIPING J' AND LARGER IN NOMINAL DIAMETER q GFM VENTILATION REQUIRED \ lELEMENTS AROUND DOORS (TYP. FOP; ALL) U.O.N. SCREW PERIMETER OF SHEATHING 6' O.G. d 12 O.G. ® 3 PIPING 5ERVINS MORE THAN (1) DWELLING UNIT 10STAIR e RAILING NOTE: INTERIOR. 4. PIPING LOCATED OUTSIDE CONDITIONED SPACEI. ALL NEW 5TAIR5 SHALL HAVE MAX. &-1/4" RI d MIN. 10" NEW 4"x3" ALUM. CONGEALED DOWNSPOUT A5 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD BAT I �Tr - RISERS SHALL BE CLOSED 12 6. PIPING LOCATED UNDER A FLOOR SLAB >C2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL PER DETAIL -1. BURIED PIPING #2 -' f8. SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS NOT EXCEED THE SMALLEST BY MORE THAN J". 22'-2" 5TH R THAN:DEMAND REG�RGUL�TION-SYSTEM5. BEDROOM #2 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-b". 13 GUTTER HI6 O Ti(7Y f ci4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: �3 �* --tZ 4.1. BETWEEN CLEAR HEIGHT d HANDRAILS: 56" MIN. UNDER-FL OR AREA VENTS 5_q 5M/GO4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. 2'-1O24.5. BELOW HANDRAIL, RAILS ON E30TH SIDES: 2-7" MIN. 1. NEW 16 x5" (MIN. SIZE) VENT TO PROVIDE MIN. I S.F. NET a5. HANDRAILS SHALL BE PROVIDED O'N NOT LESS THAN VENTILATION OPENING PER 2020 IRG R408. D 3'-10" 110 _J n ` ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR 2• INSTALL ASPER MANU. SPECS WITHIN 3'-O" OF _ IOq 5'_5" OR MORE RISERS, AND WHERE 5HOWN ON PLANS. BUILDING CORNERS. O _ 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED 3. PROVIDL�FOUNDATION VENT WELL d COVER AT ALL w - WALKING SURFACES LOCATED MORE THAN 50" ABOVE VENTS BELCH 6RADE; INSTALL PER MANU. SPECS, PROP. PWDR ROOM 1 FINISHED FLOOR OR GRADE, d WHEi�E SHOWN ON PLANS,. INTERIORILOAD BEARING WALL: - "1. 42" HIGH GUARDRAIL d SPINDLE SPACING NOT TO INTE STUD 1'-O" I'-O" 5 9 11 ALLOW PA55A5E OF A 4" 0 SPHERE;56" HIGH 15 INDICATED BY HATCHING. (n HANDRAIL d SPINDLE SPACING NOT TO ALLOW S OF SEARING WALLS TO LAND DIRECTLY PASSAGE OF A 4" 0 SPHERE. UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. 0 ) n 1 5. 6RIPPABLE RAIL AS PER CODE. `t -�F'_tj - PROPOSEDq. RAILING TO BE WOOD. I6 FLOOR D AIN: I ` STONE PATIDO NEW 3 GUARDED FLOOR DRAIN w/3 TRAPSMOKE DETECTOR / GO DETEGTOF: NOTES: - - 0 O 10"I ) O 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT I I V.I.F. PLACEMENT OF I I 108 _ 1 :�E SMOKE /CARBON MONOXIDE COMBINATION DETECTOR EXIST. OIL TANK d I Q Q = = 3 = * - -- _ _ _ HARD WIRED TO EACH OTHER w/ BA17ERY BACKUP. ADJUST AS REO.'D FOR 3'-0. 2.INTERGONNEGTION BETWEEN NEW d E�CISTING DEVICES PROP. BASEMENT BILGO Q I Ib Q 1 SHALL NOT BE REQUIRED WHERE EXI_iTING ALARMS ARE NOT INTERCONNECTED, AS PER NYS R314.4. - - 3. PROVIDE SMOKE/ Co DETECTORS AS INDICATED, AND I III III �) PROPOSE PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. �2\ a MUDROO a 4.SMOKE /CO DETECTORS TO MAINTAIN V MIN. - - lOy2" _ A-303 - - - A 2 HORIZONTAL SEPARATION FROM SUP LY/RETURN DUCTS I- 12' O" II B 1O5 106 d OPENINGS TO BATHROOMS w/ SHOWER OR TUB. = 4 5. INSTALL ALL AS PER MANU. 5PEC.'s Q --- 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR I I! J L III IN COMPLIANCE WITH LOCAL CODE - - o I \ J WINDOW NOTE: dJ C _p I 12Qxba SLDR - _ �� �-5' Q O1. ALL NEW WINDOWS d DOORS SHALL 13E FLEETWOOD _ - - - - _ - - w 4 REF - - -�® 102 ------ N F- 3000T, OR FELLA ALL WEATHER, CASEMENT, DOUBLE- I I ( i _ B �_. O __-___ _ ____- EB Z Z HUNG,OR 6LI >IN6 (AS NOTED). INSTALL AS PER MANU. �- 4 Q Q SPEC.'S. OOI d1 (2) 2X6 P05T BEARING 10 _ 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED;; (2) 2X6 P05T BEARING DOWN TQ FDN WALL dJ D w w I SEE DESIGNATIONS d WINDOW SCHEDULE. X I I DOWN TO FDN WALL M -j 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS f DRAIN FIFE f m =7 �` O t _ AND DOORS" ON FADE 6-002. I I! I FROM ABOVE 1! EXPOSED FLOOR _ b D Q V 4.ALL CASEMENT WINDOWS TO HAVE STRAI6HT ARM HINGE. I I PROPOSED = w 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH - JOIST CEILING (EXIST. 4 - _ _ (2) 2X6 PAST 5EARIN6 KITCHEN „ � -4 m Z 6.IN GENERAL, TEMP. SL. SHALL BE PROVIDED: - - - ' DOWN!TO FDN WALL 3X6 F.J. ® 28 O.GJ O O 6.1. FOR ALL SKYLIGHTS d OPERABLE PANELS OF ]P3,) SWINGING, SLIDING, d BIFOLD DOORS _ _ _ _ _ _ _ _ a6.2. WITHIN IS" OF F.F. " ' =N -11'i ii MODIFIED III I =N 16 _ - - - - - - i D N Lu 6.3. WITHIN 24" OF A DOOR BASEMENT O ` I Z Z 6.4. WITHIN STAIRWAYS d WITHIN 36 OF A LANDING ' ,n ' " (2) 2X4 POST Q 6.5. WITHIN TUB/SHOWER ENCLOSURES � I � Q � 6 � O = (4q'7 S.F.) ,I SEE ALSO GENERAL NOTES ON PAGE 6-002 l!! ABOVE ' + � D � U W NDOWS (TYP.SEE PAeE FOR ALL)5 FOR U.U.O.N. PROVMINS IDETS AROUNPAT A MINIMUM I I III III ( � � I�� - - o o � 4 W w (2) 2"xl0" HEADER U.O.N. 2 - - - I 2 11 I (2) q "' LVL - - - w c+-! 8.WINDOW FALL PROTECTION SHALL BE: PROVIDED PER A-303 �A-303 4 GIRDER ABOVE pROf'• T 115 N �' NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS 3'-O" TACKED in Z LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN '72" _ _- _- - _ ---- __- - - - ( I ASHER N PROP# 0 Z g O ABOVE 6RADE OR THE ADJACENT SURFACE AT THE �" - - - f'-O" _ - (2) q " LVL DRYERI -9 BATH. I_ B w a p BUILDING EXTERIOR. - 1,_O„ 61RDER I O N EGRESS NOTE: - ARIN6 DOWN L 3 114 O IN COMPLIANCE WITH NEW YORK STATE BUILDING _ _ _ _ I � 3-O 14 TO FDN WALL , • 3 104 V LL CODE, SECTION R310.2.1,THE FOLLOWING MEANS OF (2 2X4 POST BEARIN6 3'-2" 5M/CO O SM/GO ' -I I 1 I DOWN TO FDN WALL a ESRE55 SHALL BE FOLLOWED: c m 103 0 NET CLEAR OPENING........... 5.-1 S.F. - - - - - - - - - - - - -- -- -- - - - - - - NET CLEAR HEIGHT............... 24" MINIMUM 14 �_f PROF�05ED I I h 4-5,-6 Q N NET CLEAR WIDTH................. 20" MINIMUM tt LIVING/DINING I PROPOSED H o TYPICAL BATHROOM NOTE: 1 I! I III I 1�QM = _ BEDROOM #I o 0 O 1. WALL BOA1113 RD GRAWLSPAGE I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ® ® E UNDER-FLOOR a I PROJECT: ALL BATHROOMS A-502 A-502 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND VENTILATION A _ TUB SURROUNDS FLOOR I 1 I III I I I I I � EXPOSED FLOOR 4 2. SHOWER FLOORS AREA 384 S.F. °N 4 JOIST CEILING (EXIST. 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON � 3X6 F.J. ® 28" O.G.) I N D IA N NECK FARM 2.2. CONCRETE MUD-SET (SLOPE I/P>" PER FOOT S.F. REQ. S.F. PROV. -� 2-6, 2 TOWARDS DRAIN) UPON VENT 4'-2 4-2 X 2.5. WATER PROOF MEMBRANE TO COVER SHOWER 2.6 S.F. 2."1 S.F. �_ a w 0 G U EST H OS U E REQ'D I I I I sJ ^-1 -j� 10 T FLOOR, WRAP DRAIN b ATLEA:iT IS" UP WALLS \N I �t PROP. �D MODIFIED _ _ _-_ _ - I- A - FOYER NEW LAUNDRY ROOM: CRAWL SPACE J - - - 4 A A 4 4 A 4 A 2.COORDINATE: LAUND. ROOM d DOOR DIM.'s (31q S.FJ o _ _! , 3375 INDIAN NECK LN w/ SIZE OF EQUIP. _- ---- - 101 - 3.PROVIDE HOOK UPS AS REO'S PER MANU. _ _ _ _ _ _ - -- --- -- --- - PECONIC, NY 11958 DRYER EXHAUST NOTE: GRAWLSPAGE L- - 1. DUCT SHALL TERMINATE TO6'-4" 2.DUCT SHALL TERMINATE MIN. EXTERIOR FROM ANY VDNTRILA ION I' �2 ry EXISTING bRAWING TITLE: OPENINGS � � 4'-10�2" 3'-Ijy2" 6'-I" 5'-6" FLOOR COVERED CONSTRUCTION PLANS 3.DUCT SIZE AS PER MANU. I AREA 31q S.F. � � PORCH 4.DUCT SHALL BE EQUIPPED w/ A BACK DRAFT DAMPER MODIFIED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN I S.F. REQ. S.F. FROV. CRAWL SPACE _ I NATURAL LIGHT VENTILATION CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO A-201 (HABITABLE SPACE) (384 S.F� CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM VENT 2.1 S.F. 2.7 S.F. I Q SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO I REQ'D I- -I FLOOR AREA 180 S.F. EXCEED 8 FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2158A. r.J J 5 0 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID A-505 L ! -1 A-505 (V m S.F. REQ. S.F. PROV. METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS I Q AGE: LIGHTING;MIN. 8A5 RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST i 14.4 S.F. 21.2 S.F. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL OF FLOOR AREA SCREWS VENTILATION.MIN. -1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER d; 496 OF FLOOR AREA T•2 S.F. IC1.7 Si.F. LOCATION TO THE WALL OR ROOF TERMINATION. THE _ EDUCED 2.5 FEET FOR EACH 45°° A-101mul MAX. LENSTH OF EBEND AND 5 DUCT LEET BE RFOR EACH q0° I! BEND. THE MAX. LENGTH OF THE EXHAUST DUST DOES NOT INCLUDE THE TRANSITION DUCT. - - 14- - - - - - - - -I 4 - - - - - - - - - 4 - -- 14 NEW PLUMBING FIXTURES: - - - - - DATE: 08/08/23 7 OF 20 O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. SEE AL50 PLUMBING GENERAL NOTES ON PAGE 5-002. NEW EXHAUST FAN SHALL BE INSTALLED WHERE 2" 7v__O.l q�_6y2�, �3�_O�,_.�, O8 VENTILATION 15 NOT MET BY MEANS OF NATURAL CIRCULATION THROUGH WINDOWS OR DOORS TO '.� ? OUTDOOR SPACES AS PER NYS MECH. CODE SECTION y:,� +.,, •r 405.5.2.5; INSTALL AS PER MANU. SPECSIQ s >^ ZZ 1_ it Oq NEW ATTIC ACCESS PULL DOWN aTAIR m - 1. MIN. 350 # CAPACITY " ' - - - - GONSTRUGT 1 ON PLAN O ROUN1� FLOOR k Q �» ,. 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22N50") `�- I 9:..Ws : �{ ,.-v< 3.DBL. FRAMING WHEN NEW OPENING, U.O.N. " :`F t'mt� SCALE: 1/4 = I -O 4.WEATHERSTRIP AGGESS OPENING d PROVIDE R-4q 'k-, INSULATION ABOVE w/WD. FR. (OR EW BAFFLE OR RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 (OMIT WHEN ATTIC AGGESS DOES NOT PENETRATE THERMAL ENVELOPE OF BUILDING). U`�'`4' 5. INSTALL AS PER MANU. SPEC.'S 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. GONSTizUGTION LAN - FOUNDATION LEYEL ,: ONEAL �� �0� �' : Q NEW PARTIAL HEIGHT 0 _ EXISTING TO BE DEMOLISHED , T;J WOOD FRAME (L.G. 5TL. LW EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G, NEW FOUNDATION WALL A-20I STL. WHEN APPLICABLE) ! - D 3 Q C Lo NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL � = � WOOD FRAME (L.G. 5TL. �� POST FOR 4" WALL5 O .0 O . WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. N NEW 2-HR FIRE RATED O C Lo Z -.4' WOOD FRAME (L.G. STL.. C •- e�-WHEN APPLICABLE) X U N HIGH EFFICIENCY LAMPS: O O '~ CO FLOOR PLAN NOTES .0 O • ++ L0 NOT LESS THAN cIO% OF THE PERMANENTLY INSTALLED LIOHTIN6 FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER c O � p DOOR NOTE: C NEW FLOOR: 2020 NYS EGG R404.1 Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT IO I NEW �" PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); Q a m 0 ON PLANS BY 'JELD-WEN' (OR EQUAL,'. . (��J� 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT SCREW PERIMETER OF SHEATHING 6" O.G. d 12' O.G. INTERIOR. ON PLANS BY 'THERMATRU' (OR EQUAL). 3.NOTE DOES NOT INDICATE EACH NEW DOOR 2•NEW FINISHED FLOOR PER H.O. SELECTION HOT WATER PIPING INSULATION: PROPOSED;SEE DESIGNATIONS $ DOOR SCHEDULE. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR NEW TILE FLOOR: INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE WALLS, U.O.N. II I. NEW TILE FINISH (H.O. TO SELECT) UPON FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 d R403.5: 5. INSTALL AS PER MANU SPEG.'s 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON *LIGHT AND VENTILATION 6.PROVIDE (2) 2NIO" HDR., U.O.N. 1. FLUIDS IGA.L SYSTEM PIPING CAPABLE OF CARRYING 3. NEW �" DUROGK GEMENTBOARD (OR EQUAL) UPON o _ FLUIDS >105 F OR <55 F (R403.4) 1. SEE PAGE 6-005 FOR ALL OTHER FRRAMING 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE $ SOREN); ARTIFICIAL LIGHT: NATURAL LIGHT 6 VENTILATION ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. SCREW PERIMETER OF SHEATHING 6" O.G. $ 12" O.G. ® 2• PIPING J" AND LARGER IN NOMINAL DIAMETER INTERIOR. 3. PIPING SERVING MORE THAN (1) DWELLING UNIT HABITABLE BEDROOM AREA: 124 5Q.FT. (HABITABLE SPACE) U STAIR $ RAILING NOTE: 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE REQUIRED LIGHT: 6 FOOT CANDLES / SQ.FT. M O I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI $ MIN. 10" 12 6 NEW 4"x3" ALUM. CONGEALED DOWNSPOUT AS 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD (1) 40N LED BULB = 450 LUMENS FLOOR AREA 124 S.F. W Tr - RISERS SHALL BE CLOSED PER DETAIL . PIPING LOCATED UNDER A FLOOR SLAB 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL URIF tPi1'S 6FT. CANDLES X 124 SQ.FT. = 'I44 LUMENS S.F. REQ. S.F. PROV. 1 , NOT EXCEED THE SMALLEST BY MORE THAN ". 8. SUPPL $ RE N PIPI GIN RE IRGULA ION SY TEMS '144 LUMENS / 450 LUMENS = 1.65 T 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-5' 13 GUTTER HIGH POI T (TYP.) OTHER THAN DEMAND RECIRCULATION SYSTEMS. LI6HTIN6;MIN. 95% • - 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: MINIMUM (I.-i) 40W LED LIGHTS REQUIRED q.q S.F. *6.0 S.F. OF FLOOR AREA 4.1. BETWEEN CLEAR HEIGHT $ HANDRAILS: 36" MIN. 1 UNDER-FLOOR AREA VENTS MINIMUM (2) 40W LOW VOLTAGE LIGHT FIXTURES VENTILATION;MIN. 4.2. BELOW HANDRAIL, RAIL ON ONE 51DE: 31.5" MIN. 5.0 S.F. 5.4 S.F. 14 I. NEW I6"x5" (MIN. SIZE) VENT TO PROVIDE MIN. I S.F. NET REQUIRED 495 OF FLOOR AREA 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES:F PROVIDED OF STAIRS MIN. CONTAINING FOUR VENTILATION OP NINE PER 2020 IRG R40E,. ONE SIDE OF EACH F 21" 5. HANDRAILS SHALL 2• INSTALL AS PER MANU. SPECS WITHIN 3'-0" OF O PROPOSED (2) FIXTURES WITHIN HABITABLE BEDROOM NOT LESS THAN N OR MORE R15ER5, AND WHERE SHOWN ON PLANS. BUILDING CORNERS. Q AREAO 3. PROVIDE FOUND TION VENT WELL $ COVER AT ALL < 6. 6UARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDED WALKING SURFACES LOCATED MORE THAN 50' ABOVE VENTS BELOW 6 DE; INSTALL PER MANU. SPECS. v / MECHANICAL VENTILATION FINISHED FLOOR OR GRADE, $ WHERE 5HOWN ON PLANS. Q 1. 42" HIGH GUARDRAIL $ SPINDLE SF'ACIN6 NOT TO INTERIOR LOAD\BEARING WALL: 12 13 12 HABITABLE BEDROOM AREA: 124 5Q.FT. ° - 15 CEILING HEIGHT: '1.0 FT. ALLOW PASSAGE OF A 4" cp SPHERE;36" HIGH AS INDICATED BY HATCHING. r HANDRAIL d SPINDLE SPACING NOT TO ALLOW AL16N 5TUD5 OF BLARING WALLS TO LAND DIRECTLY REQUIRED VENTILATION: 0.55 GFM / HOUR (AGH) UPON F.J. OR BEAM, (WHEN APPLICABLE) BELOW. /-� PASSAGE OF A 4" m SPHERE. I I b. 6RIPPABLE RAIL AS PER CODE. - ----.-------_.__.__.___---_.___ ..__.-_..._ ._ -- (124 X 'i.o X o.35) / 60 = 5.06 GFM L_L_ -1. RAILING TO BE WOOD. 16 FLOOR DRAIN: 12'-10" NEW 3" GUARDED LOOP, DRAIN w/ 3" TRAP _... . .... 5 GFM VENTILATION REQUIRED OSMOKE DETECTOR / GO DETECTOR NOTES: 3 I. CONTRACTOR SHALL PROVIDE CODE: COMPLIANT O SMOKE /CARBON MONOXIDE COMBIPJATION DETECTOR * - HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INTERCONNECTION BETWEEN NEW $ EXISTING DEVICES SHALL NOT BE REQUIRED WHERE EXISTING ALARMS - Q ARE NOT INTERCONNECTED, AS PER NY5 R314.4. 3.PROVIDE SMOKE/ CO DETECTORS AS INDICATED, AND J -- _- _ v E3 _PER GENERAL ELECTRICAL NOTES ON PAGE 0-002. ___- . -__- ----.-._- -__-- ._-_ �__.."___ _. �p _ 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. LINE OF EXIST HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS II" :----- ---- - -- -_ _-___ __�-___ _._ _.___,_..__ ____._- __ ._._..__ ___-. ___ 10 �k- i- d OPENINGS TO BATHROOMS w/ SHOWER OR TUB. OVERHANG 11 C.T. w/ t'1' G.H. 204 O O RO N 5. INSTALL ALL AS PER MANU. SPEC.'S 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR F IN COMPLIANCE WITH LOCAL CODE -- -_-- -____. --._._..-__..-- -...__-.-- ___--- ._-. ._ OVERHANG B c0� 8 IBATH%##2 I ) IILu 13 1 1 6, A, WINDOW NOTE: O 1. ALL NEW WINDOWS d DOORS SHALL BE FLEETWOOD - _ _ - _ -__ _ -- - ~ w ® = PROP. 3000T, OR FELLA ALL WEATHER, CASEMENT, DOUBLE- - - - - - - BEDROOM #4 Z Z HUNG, OR GLIDING (AS NOTED). INSTALL AS PER MANU, 3 • (, =I Q 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED;; _ 6:12 PITCH - _- 6:12 PITCH - _... 13 III III 5M/GO 205 \� uj ui O SEE DUBSTIT TION d WINDOW SCHEDULE. - -- -- `--- . _.. . - _ _ Q - 201 - -q " 3.FOR SUBSTITUTIONS, SEE NOTE #q IN GLASS WINDOWS _ !2 Q U 4.AND CASEMENT O W PASE NDOWS TO HAVESTRAIGHT ARM HINGE.. Z' _ �_-- I-2 F � I _' Z w 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH zo 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: _- - SEE MANU. _ ..______ .._._ _ Q 2 ry :PROP"i'- " I b" c,� O a 6.1. FOR ALL SKYLIGHTS d OPERABLE PANELS OF SOLAR ROOF SOLAR ROOF - -� _ BATH. I w cn SWINGING, SLIDING, $ BIFOLD DOORS F(EE TESL P(SEE MANUA I m SM/GO 6.3. WITHIN 24' OF A DOOR 8 ® z 6.2. WITHIN IS" OF F.F. SPECS) SPECS) X - -._." ..-..... OPEN T BELOW ® w m #3 5 '7 11 O 6.5. WITHIN TUB/SHOWER ENCLOSURES F A LANDING O 203 _ U N 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 rx I-lOy2 _._.__-- ___.__...______-._______.__._"-_....______ 2-IOy� =_-- � Q ~ 7. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND , - ---_-__--- __ _. .--.-_ -.-- ...- = _ = 1 Oi >> fn 12 OVER SANG OVERHA�N = _ _ _ _ _ 2'-3" 2'-2" " 2'-8" 5'-O" iu w 21) 2OWO (EIDER U.O.N. U.O.N.;PROVIDE AT A MINIMUM 13 13 ----- ___.__._.__._-._____..____.-_-_.______ ® m l I 206 i �LL NINDON FALL OTECTION SHALL BE 8•NYS R312 2 FORROPERABLE W NDOWS WRO SIDED EIGHTS 12 -- -- O _ --- O2 Q Q p LESS THAN 24 ABOVE F.F., THAT ARE -- ---- - -- -- _ .. - - ------ ------- dJ O in wz IL -] F- BUILDING EXTERIOR. SURFACE MORE THAN i2 -- ---- --- .._ __.__.-..._-------------____-- -.__..__ .----------_-_____._._ .-__-.________.____. - I --- HALLWAY 10 � N ABOVE GRADE OR THE ADJACENT .URFAGE AT THEE PROF. EGRE55 NOTE: E � J IN COMPLIANCE WITH NEW YORK STATE BUILDING _ _ _ _ _ m _ - CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF - - -- --- ------- -" - -- -------- ----- - ----. _. .. . A 302 - PROP. A 302 EGRESS SHALL BE FOLLOWED: = PROP. TESLA ___. ____._. _ 13 BEDROOM #3 >� W -__._ _ _.___ SOLAR ROOF NET CLEAR OPENINO........... 5.'7 5.F. 4- 2 - - - - - -- - N NET CLEAR HEIGHT............... 24" MINIMUM _- x -- _----...- -.-.. (SEE MANU. _-- _ _- -_-._-. -"-_--- -__-- _- L-3' LINE OF EXIST U SPECS) ( G.T. w/ t'i G.H. = w NET CLEAR WIDTH................. 20' MINIMUM F- - + Q 0 PROP. TESLA - TYPICAL BATHROOM NOTE: c_v SOLAR ROOF --------_.---._-_. - --_-__.__.--- _-.- __-__ _ N o ' o SPECS) _.. - - - - - ---- ~ - -_ - --- -.. �_ '- � 41 o .D O 1. WALL BOARD V(SEE MANU. I I PROJECT: I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN T- ALL BATHROOMS -- 0. C m 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND TUB SURROUNDS - ------- 2. SHOWER FLOORS I N M 2.1. NEW TILE FINISH M.O. TO SELECT) UPON _._...._._....----_-- -.. ..... .. -- _ - _ _. -- -.-- -----_.. -. - -._ _. ..------.------...----------------. --.___-- 3'-I" 4'-7y2° 2.2. CONCRETE MUD-SET (SLOPE 1/E3" PER FOOT D A N NECK FARM TOWARDS DRAIN) UPON - -- - - - -- - ry Q A-201 - _ _-_ -_ --_ __-- - _----------___ _-____ 4 GUEST H OS U E 2.5. WATER PROOF MEMBRANE TO COVER 5HOWER FLOOR, WRAP DRAIN $ ATLEA5T IB" UP WALL5 PROP. TESLA - SOLAR ROOF NEW LAUNDRY ROOM: __... N __ (SEE MANU. *LIGHT AND VENTILATION NATURAL LIGHT VENTILATIOhI O 1. NEW WASH / DRY HOOK UP - SPECS) m (HABITABLE SPACE) 3375 INDIAN NECK LN 2.COORDINATE LAUND. ROOM d DOOR DIM.'s -_.-..---------�-------.------_._---- -_ _-_ __ ___. _ - _ ..._ � _.. _.---_-. ___._--- _-_-__ _ , ARTIFICIAL LIGHT: w/SIZE OF EQUIP. Q HABITABLE BEDROOM AREA: 145 SQ.FT. FLOOR AREA 145 S.F. PECONIC NY 11958 3. PROVIDE HOOK UPS AS REC'S PER MANU. _._--_ _.._._-_ _..._. . . . . _._. _ - _. --....__._._. REQUIRED LIGHT: 6 FOOT CANDLES / SQ.FT. DRYER EXHAUST NOTE: - ------ - - - (1) 40N LED BULB = 450 LUMENS 1. DUCT SHALL TERMINATE TO EXTERIOR _"_-. ..._...__ .._. ._____-_-___ _.. __ .__.-.. . . __ _ - ___ . . .. LUMENS 5 F REQ. F PRp 2.DUCT SHALL TERMINATE MIN. 4'-0" FRROM ANY --- - - - - 6FT. CANDLES X 143 SQ.FT. = 858 LIGHTING;MIN. 8% 11.4 S.F. DRAWING TITLE: OPENINGS OF FLOOR AREA 858 LUMENS / 450 LUMENS = I.q 3. DUCT SIZE AS PER MANU. -.-----.-.---.-- --...- _ MINIMUM (I.01) 40N LED LIGHT5 REQUIRED CONSTRUCTION PLANS DUCT FT _ _. ._. _.___.__.___.___..--._._.__,-_.-.__-. _.--_-.._ __ _-_._----__..-----____ v .._ -__---___--------_-.._ --__-- -..-..._. . -_._-._ _._..._ O VENTILATION;MIN. 4 GONSTRUGTLON. FLEXIBLE TRANSITION DUCTS P ITHIND TO 49b OF FLOOR AREA 5.'I S.F. 7.5 S.F. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN -AMPER F- FMINIMUM- CONSTRUNECT THE DRYER TO THE EXHAUST DUGS SYSTEM _ cV _ ._ _".___ cv __.______ RE UIRED2) 40W LOW VOLTAGE LIGHT FIXTURES SHALL BE LIMITED TO 51NOLE LENGT'H5, NOT TO u� u? PROPOSED (2) FIXTURES WITHIN HABITABLE BEDROOM EXCEED 8 FEET AND SHALL BE LISTED AND LABELED _.-- - _.- ._ _ -----_-.-----____._..------__-._._-_- -----._._..___._. IN ACCORDANCE WITH UL 2158A. ----.- -------------.----- ._..-_.___ AREA 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D AGE METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS -.�_.. MECHANICAL VENTILATION ' RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST HABITABLE BEDROOM AREA: 145 50.FT. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL ~ PROP. STANDING PROP. TESLA CEILING HEIGHT: 7.0 FT. Ord SCREWS a SEAM ZING ROOF ----- -_.__.__. 50LAR ROOF ______-_.___..__ _.__.. _.__-_.._ _._. ._.. _. ____ . .. __ ._.. REQUIRED VENTILATION: 0.55 GFM / HOUR (AGH) '1. MAX. LENGTH SHALL NOT EXCEED 2°' FT FROM DRYER TO MATCH EXIST. (SEE MANU. A- ml 0;2% m 0 1 LOCATION TO THE WALL OR ROOF TERMINATION. THE ►�! SLOPE (TYP) SPECS) MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 - --__._._ ___.__ __. _____. _ _ __.__ _ __ ___._.--__ (143 X "i.0 X 0.35) / 60 = 5.83 GFM FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES - - - "" -"-"""" ---- 6 GFM VENTILATION REQUIRED DATE: 08/08/23 8 OF 20 NOT INCLUDE THE TRANSITIONDUCT. NEW PLUMBING FIXTURES: O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. SEE AL50 PLUMBING 6ENERAL NOTES ON PAGE 6-002. - ---- ---- ------- --- -- ------- ONEW EXHAUST FAN SHALL BE INSTALLED WHERE 13 12 12 13 12 GONSTRUGT I ON PLAN - SECOND`D FLOOR VENTILATION 15 NOT MET BY MEANS OF: NATURAL 12 r' CIRCULATION THROUGH WINDOWS OR DOOR5 TO OUTDOOR SPACES AS PER NYS MEGH. if ODE SECTION EXIST. 405.5.2.5; INSTALL A5 PER MANU. SPECS PORCH SCALE: 1/4" = 1'-0" r � Oq NEW ATTIC ACCESS - PULL DOWN STAIR: 1. MIN. 550 # CAPACITY a i 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") J 3.DBL. FRAMING WHEN NEW OPENING, U.O.N. 4.WEATHERSTRIP ACCESS OPENING $ PROVIDE R-4q ' 1 INSULATION ABOVE w/ ND. FR. (OR E�2) BAFFLE OR f RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 '" _ -• (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE GON57RUGT1 ON PLAN � ROOF THERMAL ENVELOPE OF BUILDING). i 5. INSTALL AS PER MANU. SPEC.'s 6.CONSULT H.D. FOR PRECISE LOCATION OF ACCESS. SCALE: 1/4" = I'-O° 7-- � CONI7 FLOOR DOOR MATERIAL III 201 POCKET DOOR TBP ---------- FIRE II6--8-- LL 0 -------] iL 'T DOOR NOTES - --_II - - _ OO I � _ _NIna-_-I TAO DESCRIPTION MANUFACTURER NIMTH HEIGHT < R^TIN 202 TB -D ----_--- L--- --3-_O- -_--__ 45 MIN. RATED �OJ uj -a" -all Lu --- -�1 IL -_-- 205 POCKET DOOR T5P 5ELF-01-05IN5 cu OCR, 204 IIiIIiiI co POCKET DOOR E3 -II/_II III1IiI II 1IIIiIIiIII LIiIi"I''I L�1IIiIIEIIiilIsi,Ii IiIII lII iIII,i�IjIIi�'IItIIIIIII+IIIIi I;jI I'l�'lI i�II i1I��iIII-I1III OOIII_EEif1,�Ii{l,I C�IIIii-=_-.iiiti �iiiI{i 1�I1Iii1I,1IEI,II';'iI-ti{ilIIf�lI1III+j1k1l!Ii1t?!,1i iI!i..iI!i'I1iiII€I +1'�►i,}I1ii3�JII{Iii-� --i;1i;�llIII1IIl -_,IIIiI;,II—j O_B-ifIiIiI�11ll-D1IfIII,l --I--IIIIIIII+iIi' - OIIi -I1IIilIi i 6 i1ii II '11-_--II— III ---�iII!- l--�iIi�i!i�i-_II -�i�,��iiI1IIIJ frI I---�I-_---Ii1II =_--iItI1i((!iI �-I,I,�If1IIIIIIiIK �-o�1III!iIIi -+i�- 3. iIiII I I. II Ii Iil Ii;i-f1iII iI iIN liI IIIII II- < 4-J Lr) DOUBLE JELD- 41-4" E 6-8- c ik 101 WITH (2) 1 1 1 C; SINOLE 2'-a" POOP, 0 41-411 MODEL it I >-: (,NOrIIIII SIDELIGHTS THERMATRU JELD- ji :2C(b DOU5L _all 102 SLIDING DOOR ANDERSEN z #NLOD120611-4 EASEMENT C (\J 0 ---------- U-) SIN •0 co , it L) t _all > I i c 2 x Poc T15D C) 0 4- 105 OLE JELD I i F 001 SINSLE THERMATRU 104 <ET DOOR 0 ----------- -- ALL NEW V41NDOV45 SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEO.'s. SEE PAGE "0-005" FOR NAILING $ STRAPPING DETAILS. 0 4-J 4-J c\j LO 105 SLIDING DOOR ANDERSEN MOPEL ------ 0 co #FV4HID(9O&II MODEL lob SLIDING DOOR ANDERSEN #FNHlm(006II EGRESS LIGHT VENT CLEAR HART WINDOW DIMENSION TEMP. WIDTH REOV: 20" PEP, PEP, 'D " TAO 7YFF- MODEL HEIC7HT REO UNIT UNIT TH HE OPEN REOV: 5.1 S.F DOUBLE JELD44EN 41-0 bit 51 7 1/511 -loll 77 SINGLE JELM-WEN....... 'bit HIM I6HT A (b) NnERSEN 0145 loci POCKET DOOR T15n 5/16 1511b.. .5 '7A '75 -0 -T 110 TEiv 7-- it, EN CNI 41-011 0 (2) 4 51511 6.8 -7.2 51 JEL17-k4EN D 1 1 5'-4 E -511 5.2 4.5 IE 61-51, ANDERS -1 1 POCKET DOOR 50 ANDERSEN OXH155 it D (4) ANDERSEN CRI55 112 DOUBLE JELD-V4EN :21-411 E (5) ANDERSEN CPq145 5.0 "75 i 51a. 15liv, I J- 115 DOUBLE JELD-WEN :21-411 5'-4 F (1) ANDERSEN ON155 5.1 PROPOSED REPLACEMENT 07-\ DOUBLE JELD4,1EN�=1 14 AT'nC VENT TO MATCH EXISTIN(S LLO NEN HOOD FASCIA PROPOSED TESLA SOLAR ROOFING TO MATCH EXISTING ROOF PITCH (D (SEE MANU. 5PEC5) tin PROP05ED VERTICAL HOOD PLANK 511;)IN6 PROPOSED TESLA SOLAR ROOFING TO MATCH EXISTING ROOF PITCH (SEE MANU. SPECS) 000f 1 7 LLI Z Z Lu w w z 0 5ED VERTI L 0 ,,-PROP05ED VERTI CL �NUULL.,' PLANKSIDIRC� I IL w (1) PROPOSED ui z HOOD PLANK 7- VERTICAL CH) L[ 0 7 J1 LL w w w uj z 0 c Lu w 4-A/201 SOUTH BUI,Lr�)INO ELEVATION (RIOHT SIDE) 0 0 0 -j Ei /FROF05F-r,> INSULATED OLA55 LPROP05ED FRONT DOOR WITH \\/FPOPOSEC> INSULATED OLASS u- cr SCALE: 1/4" P-V WINDOW TO MATCH EXISTING (TYF) 51DELIC714TS, AND INSULATED WINDOW TO MATCH EXISTING (rrf:, 5-A/201 EAST BUILr7)INO ELEVATION (REAR) 04 SCALE: 1/4" 1'-0" 0 PROJECT: INDIAN NECK FARM GUEST HOUSE PROP05ED TESLA SOLAR ROOFING TO MATCH EX15TIN(S, ROOF PITCH (SEE MANU. SPECS) 3375 INDIAN NECK LN POSED V400D FASCIA PROPOSED REAR. DECK PECONIC, NY 11958 PROPOSED EXTERIOR DRAWING TITLE: 5LIVIN,57 DOOR BUILDING ELEVATIONS PROP05ED TE5LA SOLAR it ROOFING TO MATCH EX15TIN(9 PROPOSED VERTICAL ROOF PITCH (SEE MANU. SPE05) HOOD PLANK SIDING in PROPOSED TESLA SOLAR ROOFING TO MATCH EXl5TIN5-\ t ROOF PITCH (SEE MANU. SPECS) t t PAGE: 1 - h tit �j ML L T Amo,"ho no ! j fit t DATE: 08/08/23 t 9 OF 20 t PROPOSED VERTICAL-\ t HOOD PLANK SIDIN& it VERTICAL HOOD FLANK t t PROPOSED- It ,7�4 L GD L L /A'M t IV f jt, I -A/201 ViEST BUILDINO ELEVATION (FRONT) SCALE: 1/4" l'-C'i (L�f� VAt bN-1 51 r)E) SCALE: 1/4" = 1'-0" BUILDING SECTION NOTE5 a NEW ROOFING NOTE (TYPJ: Oj I. INSTALL NEW WOOD 5HINGLE ROOF OR STANDING SEA1M ZING ROOF (SEE ELEVATIONS FOR LOCATIONS) LLJ 2.INSTALL ICE AND WATER SHIELD 1°ROM FASCIA UP TO Lij 24" FROM INSIDE FACE OF STUD YfIALL AND AT VALLEYS � o OVER I'7 5.INSTALL 15 # BUILDING FELT (U.O.N.) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) Q +' N ul 5. GAP 5HIN6LE OVER RIDGE 4 HIP5 (AS REO'D) C b.PROVIDE RIDGE VENT (AS R.EO'D; ,^ "I. FLASH ALL VALLEYS W w �� B.INSTALL DRIP EDGE AS REO'D 9. INSTALL ALL A5 PER MANU. SPEC.'s o O TYPICAL ROOF 4 CEILING G0N5TRU0TI0N: L • NEW ROOFING AS NOTED c Ln Z d' • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYW01 •- SEAMS) x -N • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OVER, 0 U V INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) C CO • PROVIDE R-4�-i GATT INSULATION WHEREVER ALLOWEL7 O C) m PER ATTIC SPACE; IN ALL OTHER AREAS, PROVIDE -7 -c O • +' L0 THK. 5PRAY FOAM INSULATION (R-4Q ® R-'1/INCH) N Q '~' • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVE5 Q C) 0 O ONEW EXTERIOR WALL CONSTRUCTION (TYPJ: FOR PORTIONS OF NEW EXTERIOR WALLS: • "VENTED TYVEK" HOUSE WRAP (OR EQUAL) UPON • 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYVV SEAMS) UPON • 2"x&" STUDS ® 16" O.G. w/DEL. TOP PLATE • 2"-FOAM IN5ULATIO -1^1/ R-II-B r 15 TTION/ •�5 8" 6'?P.5UM ea LF T- 145H� -4—J • _ NEW 51MINO NOTE (TYP.): U O 1. INSTALL NEW WOOD 5HINGLE 50I140, STANDING SEAM ZING 51DIN0, OR VERTICAL WOOD PLANK SIDING (5EE 1 ELEVATIONS FOR LOCATIONS) J 2."TYVEK" H0115E WRAP (OR EQUAL) 3.INSTALL ALL AS PER MANU. SPEG,'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION > 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL TYPICAL FLOOR GONSTRUGTION_ CONNECTION ' AS O I. FIN15H FLOORING TO SELECT FER FAOE O-003 ) ( 1 2. 5/4" T4 G GDX PLYWD. SUBFLOOR. GLUED 4 50R.EWED `f 5 F.J. NOTED ONP PLANS - AT SPANS OVER V INSTALL X' 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST JCD > FLOOR AND FOUNDATION) /r 5. 2" THK. 5PRAY FOAM AT BLDG. PERIMETER RIM J0I57T'S l \` Y ji > \ 2 Q EX I ST I NO ROOF STRUCTURE TO REMAIN s CONNECTION 'A' AS > %¢- FER FADE 0-005 W zz ,� -- - --------- - - - - - --- -- --\` C NEN R I DC E > Ui U EX I STI NO ATTIC. FLOOR TO BE REMOVED ROOF l a > TO BE OPEN BE ON I z o \ L NTH STRUCTURAL R I DOE o w a. n w (n 2XaRR@ IG O.G. (2X 10) mow. / z o= > / / \ \ NEN (2) 1� 1/2 L\/L O I RIDER N/ W > \ SUITE#4 S I MESON JOIST HANOER5 W W > w ao o tn T o i u. - - - - -__ - - -- _---- - -- _ _ I . - - -- - ---- - --- - - - - - - - - - - - - - - - - - - - - - - AS f=ER FLANS I — O - ---- - I --_._.-- -- - --- / NEN SIDINO CONNECTION '51 ' AS ROJECT: / I ON HOUSE - i FER FADE O OOB 2 NRAFTY Y E<KITCHEN 106 ( NEN R.R. TO TOP )INDIAN NECK FARM > a OR EQuAL) PLATE GUEST H OS U E �Q I/2 OYF. BRD. ON 2x�i- s @ 12 ON 1/21 O.S.B. FOYER ,00 z O.G. N/ FULL INSULATION (R-2 I SHEATH I NO ON MIN.) 2x6 5 @ 16 NEN EXTERIOR 3375 INDIAN NECK LN O.G., TYF. INSULATED BI-FOLD PECONIC, NY 11958 EX I STI NO HOOD FLOOR DOORS i TO BE RE-F I N I SHED DRAWING TITLE: I/2" OYF. BRD. ON 2x4's @ 12" O.G. -- NEN FORCH BUILDING SECTIONS > N/ FULLI INSULATION ON (R- 21 MIN.) OR PATIO EXISTING WOOD FLOORING TO BE REF I N I SHED TYF. — -- � e `, PAGE: wj- Ppli Lm 0 1 A-^ 0 > \---FULL INSULATION (R-50MIN) LFULL INSULATION (R-50 MIN.) Z 2 '-10" o DATE: 08/08/23 10 OF 20 m m m d d ° ° a d e ° a ° a ° d ° a ° d 6 N ° d • °d > A-405 ° f y BU i LID I NG ��EGTI ON I -I/ -�O i BUILDING SEGTI ON 2-2/A-501 SCALE: 1/2" = I'—O" SCALE: 1/2" = P—O" BUILDING 5EGTION NOTES Q NEW ROOFING NOTE (TYR): 0 Oj I. INSTALL NEW HOOD SHINGLE ROOF OR 5TANDING SEAW w ZING ROOF (SEE ELEVATIONS FOR LOCATIONS) w 2.INSTALL ICE AND HATER SHIELD FROM FASCIA UP TO J 0 24" FROM IN5IDE FACE OF STUD HALL AND AT VALLE`Y5 OVER Q N 3.INSTALL 15 # BUILDING FELT N.O.NJ OVER � 4.1/2" GDX PLYWOOD 5HEATHINCC (BLOCK ALL SEAMS) C 5. GAP 5HINGLE OVER RIDGE d HIPS (AS REG'D) - ,0 w 6.PROVIDE RIDGE VENT (A5 REO'D) '1. FLASH ALL VALLEYS W w 5.INSTALL DRIP EDGE AS REO'D O _ -d 0 9. INSTALL ALL AS PER MANU. SPEC.'S OTYPICAL ROOF 8 CEILING CONSTRUCTION: 0 c Lo Z -}- • NEW ROOFING AS NOTED • 1/2" GDX PLYWD 5HEATHIN6 (BLOC:KING ® ALL PLYHD D w._ N >,SEAMS) oo I -N • R.R., G.J., $ G.T. AS NOTED ON PLANS (® SPANS OVER C m 6' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.NJ Q 0 -M N -f-+ • PROVIDE R-4Q BATT INSULATION WHEREVER ALLOWED' In PER ATTIC SPACE; IN ALL OTHER AREAS, PROVIDE "i" THK. SPRAY FOAM INSULATION ( ® R-7/INGH) l O • PROVIDE 2 THK. SPRAY FOAM INSULATION NEW ROOFING ON ON 1/2" 0.5.B. nQ 0- :2 0LATION ® EAVES NEW EXTERIOR DECK I NO W/ PULL INSULATION (R-4Ci W O WALL CONSTRUCTION (TYP.): FOR PORTIONS OF NEW EXTERIOR HALLS: MIN ) l • "VENTED TYVEK" HOUSE WRAP (OR.EQUAL) UPON 1— • 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYHD SEAMS) UPON • 2"x6" STUDS ® 16" O.G. H/ DBL. TOP PLATE -1_-_- -- 2 FOAM INSULATION W/ R-II BATT IN5ULTION • 5/6" GYPSUM BD. WALL FINISH — I NEW SIDING NOTE i(TYP.) I I I I -' - - -� -I -- -, -- --- - i t i I ' i I � I { ' � V I : 1 4O I. INSTALL N H HOOD 5HIN5LE SIDING, 5TANDING SEAM i ZING SIDING,OR VERTICAL HOOD PLANK SIDING (SEE - -- ELEVATIONS FOR LOCATIONS) 2."TYVEK" HOUSE WRAP (OR EQUAL) - -- -- -- --- I I ' 5.INSTALL ALL AS PER MANU. SPEG.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION S. SIDING SHALL EXTEND TO TOP OF FOUNDATION HALL I x O --____ — - - - X TYPICAL FLOOR CONSTRUCTION: � p 5 I. FINISH FLOORING TO SELECT 2. 5/4" Td G GDX PLYWD. 5UBFLOOR GLUED b SGREHED `J 3. F.J. AS NOTED ON PLANS - AT SPANS OVER 6' INSTALIL X BRACE ® MIDSPAN 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST FLOOR AND FOUNDATION) 2 X 8 RR 1 " O.C. (2 X 10) 5. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOI 6STS 2 EXI5TINO ROOF JOISTS TO BE APPLIED TO GP I L I NO (NON-STRUCTURAL) - - - - - - - - - - GE I L I NG TO BE REMOVED T1O R- M T�. \ EXISTINO ROOF STRUCTURE TO REMAIN I F I NSUL N 4�f x� E/8 GYP. BRD. W/ ( ) I W I J W F-/ C'3 Z Z j as I �i ' I/2 GYP. BRD. ON 2x4 s ® 12 O.G. W/ W W FLOOR TO BE REMOVED• ROOF - � J EXISTING �TTIG L 21 MIN. I / FULL INSULATION (R ) Tl OBEOEN P BE CAW WITH STRUGTU AL RIDGE / F-X15TINO WOOD FLOO NO ----- Z o Om TO B� REF I N I SHED YP. iL F- - ---- U ------ -- - --- - - - - _ — __ N Z W N Lu — - - - z a ox I LuNEW SIDINO ON HOUSE WR P (TY\/EK OR EOUAL) ON 1/2" 0.5.5. SHE THING ON 2x6'5 16" O.G., I v um T`I'P. z z go I w ao w O N 1/2" OYP. BRD. ON 2x4's @ 12" O.G. W/ FULL 0 I NSULA71 ON (R-21 MIN.) M N a a 0 0 0 I PROJECT: i IV D AN tI ! - NECK FAR N - - - - - - - - - - - - - - - - GUEST HOSUE EXISTINO WOD FLOORING TO BE REFINISHED, TF v n� � � �� � �ir 3375 INDIAN NECK LN FULL INSULATION (R-50 MIN.) I PECONIC, NY 11958 z d DRAWING TITLE: 0 0 o m I I m m ° BUILDING SECTIONS ° d e n d ° � PAGE: -402 A-30"A 0 1 e DATE: 08/08/23 11 OF 20 BUILDINO SECT 10N 5- 1/A-502 50ALE: 1/2" = 1'-0" 4 . � OAfeo�"� t•f- -rvCl ! T °e— a£ o V BUILDING SECTION NOTES Q NEW ROOFING NOTE (TYP.): OI I. INSTALL NEW WOOD 5HINOLE ROOF OR STANDING SEAMI ZING ROOF (SEE ELEVATIONS FOR LOCATIONS) W 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM IN51PE FACE OF STUD WALL AND AT VALLEY'S —� 0 OVER 5.INSTALL 15 # BUILDING FELT (U.O.N.) OVER a-+ N 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) Q Ln 5. GAP 5HINOLE OVER RIDGE d HIPS (AS REOV) C 6.PROVIDE RIDGE VENT (AS REO'D) C \ 'I. FLASH ALL VALLEYS (o S.INSTALL DRIP EDGE AS REOV -� O Ir- q. INSTALL ALL AS PER MANU. 5PEC.'s O TYPICAL ROOF 4 CEILING CONSTRUCTION: N 2 NEW ROOFING AS NOTED c: LnZd- I/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD � N • SEAMS) � � O U I \ R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER / 5' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N) O m �3 • PROVIDE R-41 BATT INSULATION h,HEREVER ALLOWED PER ATTIC SPACE; IN ALL OTHER AREA5, PROVIDE l" N f7 L > THK. SPRAY FOAM INSULATION (R-401 ® R--VINCH) Q C) O • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES ONEW EXTERIOR WALL CONSTRUCTION (TYPJ: FOR PORTIONS OF NEW EXTERIOR WA.LL5: l • "VENTED TYVEK" HOUSE WRAP (OR EQUAL) UPON L • I/2" GDX PLYWD. SHEATHING (BLOGKIN6 ® ALL PLYWD 5EAM5) UPON • 2"x6" STUDS ® 16' O.G. w/DBL. TOP PLATE • 2" FOAM INSULATION W/ R-II BATT IN5ULTION • 5/8" GYPSUM BD. WALL FINISH 4 o — NEW 5IDINO NOTE (TYP.): U O I. INSTALL NEW WOOD SHINGLE 5IDINO, STANDING SEAM ^^ ZING SIDING, OR VERTICAL WOOD PLANK 5IDINO (5EE \ ELEVATIONS FOR LOCATIONS) 2."TYVEK" HOUSE WRAP (OR EQUAL) 1 ) 5.INSTALL ALL AS PER MANU. 5PEG.'s -T'-� 4.PROVIDE ALL NECESSARY TRIM FOR PROPER \ INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL • TYPICAL FLOOR CONSTRUCTION: O I. FINISH FLOORING TO SELECT 2. 514" T#6 GDX PLYWD. 5UBFLOOR GLUED # SCREWED u S. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' INSTALL. 'X' BRACE ® MIDSPAN \ 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST FLOOR AND FOUNDATION) 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTSi o VJ I� CONNECTION "BI ' AS PROPOSED TESLA PER PAGE (:3�-003 R R001=I NG 2"X8" GOLLAR TIES SOLD NEVI R.R. TO G.T. 52" O.G. AT3 FROMROOF PITCH ( TO M�TGH EX I STUN� 1` R.R. MANU. SPECS) W /b z Z PROP. 2x8 COLLAR TIE c 1 -( . (GONTRAGTOR TO ENSURE THAT THE COLLAR TIE 15 z � S a I _ -Wi NSTALLED DOWN FROM THE � 3 zo / NON STRUGTUR,4L RIDGE) U 0. Ili f' Y \ W S C'3 Q'i � U _ —___ —— __ ---__—_ ------ --- —_— _ = _— -- --- --- - - - - -- ---- - "8 0 W 5/8" GYP. BRD.O 2 X 8 J vi w ROOF FRAMING © 16" O.G. z 50 I z Lu cr a uWi o o o � J I U W W it -- I NEW 51 D I NC ON HOUSE WRAP — - 1 TY�/EK OR EQU�4L) ON 0.5.B ( 2 -- M i 5HE,4TH I NG ON 2 X 6 5 ® 16n O.G Lu col N ~ 0 a 0 I I I I I PROJECT. I GYP. BRD. ON 2X4 5 12 O.G W/ I N SIDING ON FULL IN5ULLA71ON (R-21 MIN) I I N RI OR F?�GE EXISTING WOOD INDIAN NECK FARM Ii II G U EST H E FLOORING TO BE OS U REFINISHED, TYP. EXISTING WOOD FLOORING TO BE 3375 INDIAN NECK LN - - - -- A - - - - - - - _ REFINISHED, TYP.-- - ----- -_- I PECONIC, NY 11958 J d FULL FULL INSULA71ON (R-50 MIN.) NSULATION I DRAWING TITLE: - - BUILDING SECTIONS PAGE: A 00 1 ■ 3 d ce d ca n d n" a DATE: 08/08/23 12 OF 20 BUILDING SECT)ON 5-2/A-503 p�yro P() SCALE: 1/2" = P-O" BU I L.D I NG SECTION 4-1/A-505 SCALE: 1/2" = P-O" DOOR SCHEDULE CL a DOOR ROOM/ NOMINAL DOOR HOOFRAME FRAME JAMB HEAD SILL HJARDWARE FIRE REMARKSNUMBER SPACE SIZE MATERIALMATERIA TYPE DETAIL DETAIL DETAIL SET RATING `Ld GROUND FLOOR J v 100A IFOYER I EXISTING I WD WD F1 J1 I H1 I S3 TBD SEE ELEVATIONS " N 101A ISUITE#1 T-O"X 6-8" 1 WD I D1 I WD I F1 I J1 I H1 I S1 I TBD I Q :~' Ln LATERAL BRACING @ 12"O.C. POCKET DOOR GUIDE SCHEDULED WIDTH PER SCHEDULED FRAME PER SCHEDULED FRAME 102A SUITE#2 2'-6"X 6'-8" WD D1 WD F1 J2 H2 S2 TBD POCKET DOOR � p � O 102B SUITE#2 2'-6"X 6'-8" WD D1 WD F1 J2 H2 S2 TBD POCKET DOOR r CO SEE SCHEDULED 103 BATH#1 2'-6"X 6'-8" WD D1 WD F1 J2 H2 S2 TBD POCKET DOOR •� O POCKET DOOR 1TRACK AND OPENING SIZE- GYPSUM BOARD I HEAD DETAIL 104 BATH#2 2'-6"X 6'-8" WD D1 WD F1 J2 H2 S2 TBD POCKET DOOR ++ N /8" SEE PLAN a/B° LEVEL 5 FINISH) 105 POWDER ROOM 2'-6"X 6'-8" WD D1 WD F1 A H1 S2 TBD 0 C Ln Z d- TROLLEYS.SEE HW.SCHED. ( 37 108A MUDROOM T-O"X T-10" ALUM 1 GL - ALUM F1 W3 W2 S3 TBD SEE ELEVATIONS •— r "r PROVIDE SHIM AS REQ'D ! — = w =' w =J 108B MUDROOM 2 2'0"X 6'-8" WD D2 WD F1 J1 H1 S1 TBD 0 N GYPSUM BOARD---- -� a J Q x U PROVIDE BLOCK(ING AS REQ'D = w o w o 108C MUDROOM 3'0"X 6'-8" WD D1 WD F1 J1 H1 S1 TBD O PTD WD TRIM.SAND ALL JOINTS U � SEE SCHEDULED o v v SECOND FLOOR O O m +� r '1 f SMOOTH,TYP.,SEE FINISH JAMB DETAIL J ,o ,d O O -� Ln I '_ � �- w �- w 201A SUITE#3 3'-0"X 6-8' WD D1 WO F1 J1 H1 S1 TBD - BARN DOOR ++ • +' -- i SCHEDULE Ow N 201 B SUITE#3 2'-6"X 6'-8" WD D2 WD F1 A H1 S1 TBD - POCKET DOOR O O — o o 202A SUITE#4 T-0"X 6'-8" WD D1 WD F1 A H1 S1 TBD - BARN DOOR Q r m 0 ALIEN BLOCKING AS REQUIRED FLOOR Q) ` PTD WD TRIM B3EYOND BLOCKING MITER JOINT,TYP. SLAB 203 BATH#3 2'-6"X 6'-8" WD D1 WD F1 J2 H2 S2 TBD POCKET DOOR SEE FINISH SCHiEDULE WOOD TRIM,SAND ALL JOINTS SCHEDULED WD DOOR SEE SCHEDULED PTD.1 3l4"THICK PTD.1 3/4"THICK 204A BATH#4 2'-6"X 6'-8" WD D1 WD F1 J2 H2 S2 TBD POCKET SCHEDULED Wm DR SMOOTH,TYP.SEE FINISH SILL DETAIL FLUSH SOLID CORE FLUSH SOLID CORE 204B BATH#4 2'-6"X 6'-8" WD D1 WD F1 J2 H2 S2 TBD POCKET DOOR SCHEDULE WOOD DOOR WOOD DOOR DOORHEAD DETAIL DOORJAMB DETAIL (SLIDING DOOR) RAME TYPE 1 DOOR TYPE 1 S�SOCA�L OR TYPE 2 -� -- ------- ----- -- - H SCALE: 1 1/2"= 1'-0" 84SCA LE.1/4"_,'-0" D SCALE:1l4"=,'-0" 1'-D" FINISH SCHEDULE AND LEGEND WALLS FLOOR CEILING i RM NO ROOM NAME SUBSTRATE FINISH BASE FINISH SUBSTRATE FINISH REMARKS --I-J GROUND FLOOR ' — 100 FOYER GWB PTD WD-1 WD-1 EXP PTD - 101 SUITE#1 GWB PTD WD-1 WD-1 GWB PTD 102 SUITE#2 GWB PTD WD-1 WD-1 GWB PTD - V STUCCO SYSTEM ON CODE 103 BATH#1 GWB PTD/T-2 T-2 T-1 GWB PTD - APPROVED AIR/WATER 104 BATH#2 GWB PTD/T-2 T-2 T-1 GWB PTD - BARRIER&1/2"O.S.B. VARIES 105 POWDER ROOM GWB PTD/T-2 T-2 T-1 GWB PTD - ° — SHEATHING,TYP. SEE PARTITION SCHEDULE CORNER BEAD 106 KITCHEN GWB PTD/T-2 T-2 T-1 GWB PTD - SEALANT WITH CLOSED CELL BACKER ROD STUCCO SYSTEM ON CODE 107 LIVING I DINING GWB PTD WD-1 WD-1 EXP PTD - „ \ APPROVED AIR/WATER 108 MUDROOM GWB PTD WD-1 WD-1 GWB PTD - W BARRIER&1/2"O.S.B. WINDOW,SEE SCHEDULE SHEATHING,TYP. SECOND FLOOR w BLOCKING AS REDD 200 FOYER GWB PTD WD-1 WD-1 EXP PTD - FINISH AS PER SCHEDULE WOOD STUDS 201 SUITE#3 GWB PTD WD-1 WD-1 GWB PTD 202 SUITE#4 GWB PTD WD-1 WD-1 GWB PTD - 0 1 203 BATH#3 GWB PTD/T-2 T-2 T-1 GWB PTD - CONTINUOUS FLASHING WOOD STUDS SEALANT 204 BATH#4 GWB PTD/T-2 T-2 T-1 GWB PTD - W WINDOW,SEE SCHEDULE 5/8"DENSGLASS SHEATHING STUCCO SYSTEM ON CODE APPROVED AIR/WATER FINISH LEGEND FINISH NOTES ►-CONTINUOUS FLASHING ) BARRIER&1/2"O.S.B. SEALANT WITH CLOSED CELL SHEATHING,TYP. BACKER ROD PAINTS 1. ELECTRICAL DEVICE FINISHES: BLOCKING AS REDD w FINISH AS PER SCHEDULE O "WHITE" m BLOCKING AS READ pT_1 (a)WALL MOUNTED COVER PLATES TO MATCH ADJACENT SURFACES. WINDOW,SEE SCHEDULE PT_2 (b)ALL RECESSED ELECTRICAL PANELS SHALL BE PAINTED TO MATCH wooD sruos VARIES ADJACENT SURFACES. z z CORNER BEAD SEE PARTITION SCHEDULE. PT-3 � Q CORNER BEAD 5/8"GWB ,J U 1/2"PLYWOOD PT-4 2. MECHANICAL DEVICE FINISHES: �' �' FINISH AS PER SCHEDULE z (a)ALL ROOM THERMOSTATS,HUMIDISTATS,ETC.TO MATCH z FLOORS ADJACENT SURFACES. a w �.F L @ WINDOW HEAD DETAIL @WINDOW SILL DE�All @ WINDOWW3 0 zEXISTING WOOD FLOORING SCALE:3"=1'-0" SCALE: O 3. GROUT AND SEALANT. 100/o SOLIDS EPDXY GROUT,COLOR TO O O � T_1 NEW TILE FLOORING MATCH ADJACENT SURFACES. N w vi z VARIES WITH z Q PARTITION TYPE VARIES WALLS 4. ALL HOLLOW METAL FRAMES TO BE PAINTED o VARIES WITH SEE PARTITION SCHEDULE wooD DOOR PARTITION TYPE GWB GYPSUM WALL BOARD '��' d PAINTED WD TRIM 5. ALL HOLLOW METAL DOORS TO BE PAINTED FOUNDATION WALL SCHEDULED FINISH SCHEDULED BASE BELOW T-2 NEW TILE WAINSCOT 3'-0"HIGH z 11 WOOD STUD 6. ANY FIRE RATING OR UNDERWRITERS RATING LABELS MUST REMAIN g FINISH AS SCHEDULED 1/2"PLYWOOD w d o FOUNDATION WALL ALIGN GWB CEILINGS UNPAINTED&LEGIBLE. O iw ADJUSTIBLE STRAP ANCHORS O a 1" AS REO'D (1)LAYER 5/B"PTD GWB 1/2"PLYWOOD EXP EXPOSED UNDERSIDE OF STRUCTURE ABOVE 0 L 2 1„ 2" rT 7. ALL LUSTRE LEVELS FOR PAINT FINISH SHALL BE EGGSHELL. 2 2 4" GWB GYPSUM WALL BOARD 3-5/8"METAL STUD � t„I KNOCK-DOWN HOLLOW MTL _ Lu FRAME.MAIL AND FINISH AS _ _ -- 8. PROVIDE MOISTURE RESISTANT GWB.AT ALL TOILET ROOMS, - - - -- --- FINISH ASS SCHEDULED INDICATED TRIM.SEE FINISH o �- KITCHENS,AND PLUMBING ROOMS. 0 N Q Q N SCHEDULE C w o0 KNOCK-DDOWN HOLLOW MTL `�' d "' z 4" FRESH AIR \/ENT o FRAME.PMATL AND FINISH AS PTD WD FRAME AS PER a o J( O INDICATED �I� FLOOR ANCHORS AS REQ'D > O `THROUGH ROOF SIN SCHEDULED FINISH c i I EQ EQ GROUT STOLID TYP MORTAR SOLID TYP w PROJECT: EQ EQ WOOD DOOR MIN STD TO SUIT SCHEDUI'LED DOOR,MATL, SCHEDULED DOOR.MAIL, MI<r - FINISH,SWING AND MIN STD TO SUIT I N D I A N NECK FARM SCHEDULED DOOR SCHEDULED DOOR FINISH,SWING AND i THICKNESS VARY AS THICKNESS VARY AS „ I GUEST I ' INDICATED INDICATED 2"TYP WDFRAME 2 ----- 1-- 2 �/E 11 i-----i---1-- i i I I HEAD DETAIL JAMB DETAIL WOOD FRAME HEAD DETAIL WOOD FRAME JAMB DETAIL I 1 H2 SCALE:3"=1'-0" J2 SCALE:3"=1'-0" H1 SCALE;3"=1'-0" J1 SCALE:3"=1'-0" 0 2 2.1I 2"I I 2 2"j 3375 INDIAN NECK LN ILL 1 1 1 1 1 PRO\/IDE "ABESGO FP200 FR PECONIC, NY 11958 1 i I 11 1 2° 1 1 1 1 2 EXPANDING FOAM" (OR EQUAL) 1 i I 1 AT ALL PENETRATIONS IN FIRE RATED WALLS AND N� I 1 �� ' FLOORS/CEILINGS. PRODUCT DRAWING TITLE: 1_� I 1-�" ISHONI=R 1 I 14, 15HOWER CONFORMS TO ASTM E 814, ----- -- ---- z �? 1 I i ASTM E 84, AND UL 147a DETAILS, SCHEDULES & 2 AAA CONFORMING ALUM. � � SCHEDULED DOOR AND G.O. 1 3 G.O PLUMB. (D/W/V) RISER DIAGRAM THRESHOLD o o FRAME 2" __ __ 2" CD o - T----- o SCHEDULED DOOR AND o 00 _ _ n------T'--- - 1 I- --� -� NOTE: SCHEDULED DOOR AND Lu w ___ FRAME o FRAME _ = J _ _- -T---I I I 1 1 I I I I ALL PLUMBING WORK Lu o IL r I 1 I I I I 1 I I SHALL CONFORM TO o cc o I I I I 1 I 1 I Z � I 1 I ( LOCAL PLUMBING GORE Z `� I I I I 1 I ► I 1 1 1 PAGE: SCHEDULED FLOOR FINISH z ""°° Z tL 1211 1211 2111 1 2„1 2"1 2"I 2 1 2 1 2"i I (N.I.C.) rile ri��r SCHEDULED TILE I I I 2 1 I 1 1 I 1 I I GLEAN OUT I I i I 12" 3" 12�1 AS REO'D 1 S 1 S 1 1 1 A-A9 0 1 \777r \ \ \\\\\ 1 I I PROVIDE F.A.I. 21- 3 777777 Z 2 1_ 11 I_ 1 I- I 14 1-� 15HOWER I 1-�" 141 15HOWER cc 2 — 1 --- 2 — DATE: 08/08/23 13 OF 20 w G.O. wASI R DW 31 3 - 3 1 G.O. J cc 1 Q cc CONC FLOOR SLAB ? CONC FLOOR SLAB = CONC FLOOR SLAB 4 O � J 11 0 0 � w 4" HOUSE CD N MAIN DRAIN C.O. EL O p Z O �'L rTy• Y�6J�"� Jd'✓ c+>Iv rile H rINTO w SYSTEM 411 I GR SIC CD Q SILL DETAIL @EXTERIOR DOORS �+r� SILL DETAIL @BEDROOM DOORS IL DETAIL @ BATHROOM DOORS S3 SCALE:3"=1'-0" S2 SCALE:3"=1'-0" 04TLE� :3 1 0 �4-, J FLUMB I NO RISER 17 I A(5RAM 5GALE: NT5 ENSURE NEW 4 EX:15T. EXTERIOR WALL 5TUD5 Q _ SUFFICIENTLY FASTENED TO EX15TINO FOUNDATION. PROVIDE 3" (MIN) GONG. COVER PROVIDE 5TRAPP°IN6 4 NAILING AS PER PROVIDE 3" (MIN) GONG. COVER OF ALL REBAR WITHIN P. GONG. Q p CONNECTION 'E' INd "TYPICAL NAILING/STRAPPING OF ALL REBAR WITHIN P. GONG. z W FOUND. WALLS 4 P. GONG. FT6'S. p z REQUIREMENTS FOR UPLIFT, SHEAR, 4 LATERAL FOUND. WALLS 4 P. GONG. FTG S. p W p p F- RESISTANCE ON FFAOE 6-005 ® EA. STUD. O IS z DEMOLISH PORTION OF EXIST. J HE16HT OF EXISTING -1 N z HE16HT OF EXISTING FLOOR STRUCTURE u-O X Q FLOOR 5TRUGTURE u p X FOUND. WALL AS REO.'D BY H UJ F- WHERE NEW EXTERIOR WALL STUDS, PROVIDE NEW H w H PROP. FLOOR HOT. w 2"xb" P.T. BILL PLATE; w ?4? P.T. SILL PLATE UPON SILL SEAL UPON COPPER 2"x6" P.T. SILL PLATE; w O y PROVIDE STRAPPING TO N p W TERMITE SHIELD PROVIDE STRAPPING TO O (u F.J. PER CONNECTION 'DI' V��W F.J. PER CONNECTION 'DI' IL�W PROP. 6ALV. METAL FLASHING �i C 0 ON PAGE 6-003 I�Lr PROP. 6ALV. METAL FLASHING PREVENTING ON PAGE 6-005 O PREVENTING ANY DIRECT 0 PROVIDE INSULATION $ETWEEN D pi ANY DIRECT' CONTACT OF LUMBER W/GONG. PROVIDE INSULATION BETWEEN pi CONTACT OF LUMBER W/GONG. w r CO CAVITIES PER ENERGY TABLE NEW 5/811op HOOKED ANCHOR CAVITIES PER ENERGY TABLE N- "Q o O (WHEN APPLICABLE) BOLTS ® 54" O.G. W/ 3" SQUARE (WHEN APPLICABLE) N �- WASHER 4 ENDNUT -- - -- - 0 c110Zd' NEW FLOOR SYSTEM NEW #5 HOR. RESAR SPACED VERTICALLY NEW FLOOR SYSTEM Q. AS NOTED ON PLAN ® 12 O.0 A5 . 4 HORIZONTALL ® 45" O.G.; NOTED ON PLAN � N DRILL 4 EPDXY PIN 4" INTO EXIST. FOUND _ _ >1 X U I WALL USdN& OUIKRETE HIGH-STRENGTH C O =3 0 ANCHORIINO EPDXY (OR EQ) O 0 m -- ---- -f-+ 0 • -_.+ L0 PROP. F.J. PER PLANS GRADE PROP. F.J. PER PLANS V.I.F. N W EX15T'INC, STONE EXISTING STONE #5 HOR. CONT. REBAR ® Z FOUNDAATION WALL I I I NEW 5/5"0 HOOKED ANCHOR J FOUND. WALL TOP OF NEW FOUND. WALL 4 \. 1—- NEW #k4 HOOKED VERT. I`EBAR BOLTS ® 39" O.G. W/3" BENEATH EXIST. FOUND. j1e i — „ 5OUARE WASHER 4 ENDNUT WALL (2 TOTAL);MAY OMIT °'11 SPAG'rED HORIZONTALLY ® 48 O.G.; II G DRILL 4 EPDXY UNDERPIN b" INTO REBAR BENEATH EXIST. 41: -EX15T. FOUND WALL USING QUIKRETE- #5 HOR. CONT. REAR ® 11 WALL IF NEW UNDERPINNED 11 I I 1-116H-STRENGTH ANCHORING EPDXY z TOP 4 BOTTOM OF NEW . 11 . z PORTION ONLY 12" DEEP. 8" z, -(OR E:O.) FOUND. WALL (2 TOTAL) �f Q #4 HOOKED VERT. 91 11 �'OI — #4 HOOKED VERT. °a 11 U REBAR ® 48" O.G. - -� - I I REBAR ® 48 O.G. II• II Oi ,ASPHjALTIG 11 O n l m = DAMP PROOFING (D W (5) #5 HOR. CONT. REBAR �Id; 1I, -TO E>CTERIOR 4" P. UN-REINFORCED 11° ' II - 4" P. UN-REINFORCED 11a P • ' -z- = NEW#5 HOR. REBAR SPACED GONG. SLAB 11 • — 1 1j �' GONG. SLAB VERTICALLY ® 12" O.G. 4 I HORIZONTALL ® 48" O.G.; A 11 DRILL 4 EPDXY PIN 4" INTO +� �� t C `° �, t, L• .L!'a EXIST. FOUND WALL USING A.- ��1 � �J�v -]:1: QUIKRETE HIGH-STRENGTH U b MIL POLY I b MIL POLY „ ANCHORING EPDXY (OR EO) MOISTURE RETAf2DER- -- - PROP'. P. GONG. FOUND -MOISTURE RETARDER- j- -WALL. (MIN. 4,000 PSI),- -- 4" GRAVEL BASE 4 GRAVEL BASE I-4 V.I.F. DEPENDANT ON WIDTH OF EXIST. EXIST-.UNDEF RAHINNED BENEATH PROV. GLEAN- FOUNDATION WALL EXIST-. GRAWLSPAGE _ PROV. GLEAN \` COMPACT FILL FOUNID. WALL COMPACT FILL — I --1- 5" LEADER OUTLET TO BEHALL DRILLED THROUGH THE SIDE PROP. P. CO NC. FOUND (MIN. 4,000 PSI),PINNED TO OF THE LVL ; PROVIDE EXIST. BASEMENT FOUND. WALL ALUMINUM FLASHING AROUND THE LEADER WHERE THE INCISION IS OCCURRING FOUND. MALL DETAIL (® 0RAk4L5FA0E MALL) r2 FOUND. MALL DETA I L BASEMENT MALL) Q PROVIDE 2X A-402.01 A-402.01 BLOCKING SCALE: 3/4" = I'-O" SCALE: 3/4" = I'-O" PROVIDE (2) " w 2'-O" LAP PROVIDE BITUT'HENE LAG BOLTS (TYPJ LIQUID MEMBRANE ~ 0 HORIZONTAL REINFORCEMENT OF FOUNDATION WALLS Z Z OVER ALUN PROVIDE 5TEFFED FOUNDATION WALLS b-O'IINUM --------- I — -- w w OR GREATER IN HEIGHT WITH _ } a Q FLASHING ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS: fi - i �u NEW #4 CONT. HOR. REBAR b'-8"; #4E REBAR® BOTTOM, MIDDLE, 4 TOP OF WALL (3 TOTAL) I �' PROVIDE ALUMINUM FLA5HI I NG; 11-7 ® TOP 4 BOTTOM OF >8': 04F REBAR® BOTTOM, MIDDLE THIRDS, 4 TOP OF WALL (4 TOTAL) --- ------I---- -I iI ENSURE THAT THE FLASHING `� — —————————— GONERS ALL CORNERS OF THE NEW P. GONG. FOUND. FOUND WALL (2 TOTAL) --t--- --- z �I WALL (MIN. 4,000 PSI) I I II Z 0 GUTTER AND GOES OVER THE = NEW #b VERT. ——————— ( — I —— EDGES ON BOTH SIDE`.5 IN — II o ORDER TO DEGREASE WATER REBAR ® 32" O.C. EXIST. FOUND. WALL I I I N N PENETRA71ON I w PROVIDE A " X I I" THRU BOLT ! T a °.° ° ° ° GRADE #5 REBAR(TYP.) Q i I i o d a q NEW #5 HOR. REBAR a e n s a d a ° ° (COUNTER 51N1K) ROVIDE �' -=---- 4 ° 4- a-====== n SPACED VERTICALLY I �==�1=---=------ ° 5 BENT I Q H 2X8 R.R. 12" o.C.;DRILL 4 a.ad . a All- a . . °I I e °° ° a q I I d ° ° REBAR (TYP) �- I I I �u w PROVIDE A I X 10 FASCIA I _ EPDXY PIN 4" INTO a II. d ° ' ^ °' ° e II d d ° II ° d N I J J EXIST. FOUND. WALL II d^ d ^ d °° II " ° PROVIDE 7 " MIGROLAIM LVL II USING OUIKRETE ___ ° 4 °d n ° 4< a w L ° ° ° ° ° N W PROVIDE A DOUBLE TOP PLATE. HIGH-STRENGTH 4a== II a q II a Z 0 P a d ° J ANCHORING EPDXY d ° z O.GREATS AN INSIGION FOR THE � < 11° ° d ° ° II ° ° ° ad ^ w RIP (2) LVL TO 2 �" WI TH �"X 2 LEADER TO RUN THROUGH THE TOP (OR EQUAL) 11::\> ° ° ° e q°d ° ° e ° 11 ° ^ g ° °, O ° ° ° ai I w " PLYWOOD BETWEEN D EXSSI NG FRAMING a°4..°a 11 ° . ° d <4 ° I a 16 I i o �' PLATES AN T ° °'II ., . d ° e° e II a d I I 0 � II d a d ° ^.. a ° ° a PROVIDE A I BY GEIDAR SOFFIT a e q 111 ° n I1� cl u" e I I 4 d 11 � °d 11e a q° p I I ° ° d -� ^ ° ° a d it WALL ;�I < I . q ° ae d II °zl 11 a 11 d a YMIN. I a I I ° ° a l l a PROVIDE -1 MICROLAM LVL FRAMED ` ^ ° _ ° -._=---- II 04 a d II �1=---------- WITH 2X6 n CORNER GONNEGTI ON o A �IIII' dl 11 d e F- o 1I de° C�=TT70======q==-=�_-_� =a===C.i==== Q 00 / ° A q,d a. —_C c 11. d u .° ° o 3" LEADER TO RUN ..A a °11, n illl° 16 d ° ° REBAR OVERLAP}� D1=TA I L THROUGH WALL; PROVIDE d .11 n it . ; 4 PROJECT: STUD ON EACH SIDE OF a 11' 11 <. =--- - -�_- --- �_4 a A-402.01 THE GUT THAT WAS NEW #5 HOR. REBAR - --- SCALE: 5/4 I -O (3 TOTAL) - DRILL 4 .11 ` " ° ,all,' 11I1 V.I.F. NUMBER OF STEPS REQUIRED �� _ � �� CREATED FOR THE „ 4.V e a u ..e °' EPDXY PIN b INTO '11 d . ^. - IIa a II Iill d _ PROVIDE 3" (MIN) GONG. COVER INDIAN NECK FARM LEADER PIPE EXIST. FTG. USING ° II d II ==GL==T_T_-==a= ° fF °. � `A OF ALL REBAR WITHIN P. GONG. HIGH-5 RKENGTH _ _ 11� ° .11 . 11 FOUND. WALLS 4 P. GONG. FTG'S. GUEST H OS U E ANCHORING EPDXY =- - d. 1111 11° ll ° ° ° y e (OR EQUAL) __ 1111 ° d a q NEW #4 BENT VERT. REBAR ® I b" O.G. d ° HOOKED BENEATH HORIZ. REBAR 1111 11 'u °a III DDEN C UTTER/LF_ADF_R DF_TAI L dllll ° all NEW WIDE x b" DEEP. P. GONG. 3375 INDIAN NECK LN A-4o2. -__��-------=�_Q STEPPED FTG. (MIN. 4,000 PSI) PECONIC, NY 11958 01 SCALE: 1 = I -O - ° ° ° A NEW #5 HOR. REBAR (3 TOTAL) EXIST. FTG. (V.I.F); IF NO m MIN 3" MIN. EXIST. FTG. EXTEND 4 PIN ONLY MIDDLE DRAWING TITLE: 2-8 2-8 --. -- - REBAR 4" INTO EXIST. FOUND. WALL PLUMB. (SUPPLY) RISER DIAGRAM GAS RISER DIAGRAM 57EF ED FOUNDATION DETA II L (NEN BASEMENT 1=N7R)') DETAILS A-402.01 SCALE: 5/4" = 1'-0" PAGE: A-40,r*.,r% m0mL BRICK CHIMNEY REINFORCEMENT: PROVIDE REINFORCEMENT OF NEW BRICK CHIMNEY THROUGH EACH OF THE FOLLOWING METHODS: 08 08 23 -- — - I. GROUT (I) #4 VERT. REBAR IN EACH OF THE DATE: / 14 OF 20 BRICK CHIMNEY CHIMNEY'S INSIDE CORNERS, EXTENDING THE FULL WALL _____ HEIGHT OF CHIMNEY. 3„ _ 3, - N. MIN. 2. PLACE #4 HOR. REBAR IN MORTAR BEDS ® IS" O.G. STEEL L-BEAM HDR, _� _. VERTICALLY 4 TIE TO VERT. REBAR W/ #2 PER PLANS (SINGLE STIRRUPS. WYTHE); IF DOUBLE THE, PROVIDE - - 3. ANCHOR CHIMNEY TO BUILDING FRAME AT EACH �O�'"- _•�., �� WY s DOUBLE STEEL FLOOR W/(2) 1" WIDE x J" THK. STEEL STRAPS L-BEAMS INSTALLED FACE-TO-FACE) -� EMBEDDED 12 MIN. INTO CHIMNEY. STRAPS SHALL STEEL HEADER BE BENT INTO A J-HOOK W/ SHORT LEG OF HOOK PER PLANS ','i,r MIN, HOOKED AROUND VERT REBAR FURTHEST FROM BRICK CHIMNEY WALL ANCHOR POINT, 4 &ROUTED IN PLACE. FASTEN BRICK CHIMNEY (BEYOND) ___ _ BUILDING END OF ANCHOR STRAP TO BLD6. USING " I AT LEAST (2) �"(P BOLTS OR LAC, SCREWS. FIREPLACE LINTEL 17)1=TA I L CH 11"-1NF_Y REINFORCEMENT NOTES Q'� N [A-402.0 Ij SCALE: 5/4" = 1'-0" EXIST. EXTERIOR f- SHEATHING Q PROVIDE BEAM SPLICE EXIST. SIDIN6 MATERIAL Q CENTERED ABOVE COL. BUILDING PAPER 4 HOUSE WRAP WHEN NOTED ON PLANS I TO FULLY OVERLAP FLASHING J 0 _ n 4 AO EXIST. STUD WALL GAP FOR p., !I FLOOR SYSTEM AS NI FLOOR SYSTEM AS 8 ( ) 3/8„ H.D.G. L II NOTED ON PLAN NOTED ON PLAN _z_ BOLTS (PREDRILLED) V� DRAINAGE 5/4"x6" COMPOSITE DECKING N.O.N. ON PLAN/ NEW 5TL. GAP PL. 'A', 'B', OR WOOD BEAM NEW 5TL. GAP PL. 'A' 'B' - - - - - - - - "� --.- -- - - - - - - ! "Z" FLASHING 5ECTION/DETAIL5) _ 0 FLO OR G (PER BEAM GONFIC.) FLOOR WOOD BEAM O / \ I I OR 'G' (PER BEAM CONF16.)_ AS NOTED ON PLAN AS NOTED ON PLAN WELDED TO COL.;SEE GAP WELDED TO COL.;SEE GAP - - - _ - ( \ _ _ - FL. DETAILS PL. DETAILS - O w NEW 3-I/2" O.D. 5GH 40 NEW 3-I/2" O.D. SOH 40 � � � � i J' FLASHING � � N � O HOT DIP GALV. STL. COL. NEW BASE PLATE A HOT DIP 6ALV. STL. COL. \ / DRIP EDGE L NEW BASE PLATE 'A' (ASTM AI23) A5 PER \ / P.T. DECK JOIST (ASTM AI23) AS PER WELDED TO COL.;5EE AN BY SIMS - - - -- O -��� -- - - - ��c: COUNTER AS PER PLAN C Lo Z WELDED E COL.;SEE FOUND. PLAN BY SIMS BASE PL. DETAILS FOR FOUND. PL JOISTS AS PER PLAN FASTENED w/(2) FLASHING N BASE PL. DETAILS OLTINC BOLTING STEEL (OR EQUAL) 3/S THK. PL. � 5/8" m x 5" LONG HEAVY DUTY GAL. X STEEL (OR EQUAL) P. GONG. SLAB (EXIST. OR P. GONG. SLAB (EXIST. OR �411 3/8 THK. H.D. A U LA6 BOLTS 0I6" O.G. INTO MUD SILL B FOAL\/. PL. WHEN ® FOUND. WALL FASTEN METAL 6ALV. JOIST HANGER 0 m - CO NEW, PER PLAN NOTES); PROVIDE GOLD JOINT NEW, PER PLAN NOTES); ( II RIM BD.; BY 'SIMP50N' (OR EQUAL) ® O PROVIDE GOLD JOINT PATCH A5 REQ'D w/(2) 5/8"� x 5" LONG APPROVED AT GONG. SEAMS (TYP-) PATCH A5 REQ'D AT GONG. SEAMS (TYPJ - MASONRY ANCHORS ® I6" O.G. EA. JOIST .c O +' In OAP PLATE 'A' "Z" FLA5HIN6 c c O 0 Q ' ` J J ° FOR CONNECTION OF STL. COL. TO (2) 1-5/4" WIDE EXIST. FOUNDATION WALL J� )" ' LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER ---0 EXIST. GRAVEL - EXIST. GRAVEL \- NEW (3) #5 HOR. BASE �f /NEW (2) #5 HOR. BASE " REBAR UPON (5) #5 \ --451, - �- REBAR UPON (2) #5 I I LE1)OER CONNECTION 1�ETA I L � HOR. REBAR (6 TOTAL) - I - HOR. REBAR (4 TOTAL) NEW 24"x24"A2" -403 01 SCALE: I" = I'-O" — NEW 15 xI8 x12 DEEP P. GONG. PAD DEEP IP.N GONG. PAD EXIST. FILL PROVIDE BEAM SPLICE n FTC. (MIN. 4,000 PSI) EXIST. FILL FTO. (MIN. 4p00 PSI) --- GE:NTERED ABOVE COL. - WfHEN NOTED ON PLANS (4) 3/8" H.D.G. LAG BOTTOM OF FOOTING SHALL BEAR UPON 501E BOTTOM OF FOOTING SHALL BEAR UPON 501E - -- - BOLTS (PREDRILLED) W I I I 3'-O" MIN. BELOW GRADE;;EXTEND FOOTING 3'-O" MIN. BELOW GRADE;EXTEND FOOTING = BENEATH SLAB TO THIS IDEPTH AS REO'D BENEATH SLAB TO THIS DEPTH A5 REQD _ O - - - P.T. D.J. AS 51MP50N 6ALV. LU5 JOIST — ( I PER PLAN � I � 5/4"xb" P.T. DECK HANGER (OR EQUAL) ® EA. JOIST - - - - f- -- - BOARDS \ j P.T. BEAM AS NOTED " " " 17 PTO. 17 TAIL STL. COL. 24 x24"x12 " i`A1� FTO. DETAIL — — — ONSTRUGTURALPLANS STL. OOL. 0 x18 x12 PA A-403.01 3/8" THK. PL. I��- 5/8 THK. H.D. ,4-403.01 SCALE: 3/4" = I'-O" SCALE: 3/4" = I'-O" GALV. PL. OAP PLATE S' I I I' GRADE n l ENSURE NEW b EXIST. EXTERIOR ENSURE NEW 4 EXIST. EXTERIOR PROVIDE 3" (MIN.) GONG. COVER HALL STUDS SUFFICIENTLY I I" •'I h PROVIDE 3" (MINJ GONG:. COVER WALL STUDS SUFFICIENTLY FASTENED TO EXISTING FOR CONNECTION OF STL. COL. TO (3) I-3/4 WIDE NEW 51MPSON OLD BEAM SEAT OF ALL REBAR WITHIN P. GONG. r z FASTENED TO EXISTING OF ALL REBAR WITHIN P. GONG. Rr Q CONNECTOR; INSTALL PER MANU. I l I I z FOUNDATION. PROVIDE LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE u II..' z FOUND. WALLS 6 P. GODdG. FTO IS. W 0 H j FOUNDATION. PROVIDE FOUND. WALLS d P. GONG. FT6'S. 00 Q _z STRAPPING 8 NAILING AS PER SPECS. E PROVIDE FLASHING NS u u •• Q Q=z STRAPPING 3 NAILING AS PER a CONNECTION E I TYPICAL DIMENSIONAL LUMBER OR 5.25" WIDE PSL ANY WOOD/GONG. CONNECTIONS IL O X 0 CONNECTION 'E' IN "TYPICAL u �W NAILING/STRAPPING O I-u I- NAILING/5T'RAPPING HEIGHT OF EXISTING 1Q Q R.EQUIREMENT5 FOR UPLIFT, 12"(P 'SONOTUBE' FILLED HEIGHT OF EXISTING Q FLOOR STRUCT'UR.E SHEAR, $ LATERAL RESISTANCE" SOLID w/ P. GONG. FLOOR STRUCTURE ►���� R.EQUIR.EMENTS FOR UPLIFT, �� . SHEAR, 8 LATERAL RESISTANCE O J ON PAGE 6-003 ® EA. STUD. Q0.v ON PAGE 6-005 ® EA. STUD. INSULATION O DL 0= PIRG\/IDE BEAM SPLICE all (MIN. 4p00 PSU ( PROVIDE WHERE NEW EXTERIOR WALL C/ PROVIDE INSULATION O O (4) 515" H.D.G. LAG BETWEEN CAVITIES 01 v i WHERE NEW EXTERIOR WALL BETWEEN CAVITIES v, STUDS, PROVIDE NEW P.T. SILL GIENTERED ABO\/E COL. PER ENERGY TABLE - STUDS, PROVIDE NEW P.T. SILL PER ENERGY TABLE PLATE UPON SILL SEAL UPON KHEN NOTED ON PLANS BOLTS (PREDRILLED) (WHEN APPLICABLE) PLATE UPON SILL SEAL UPON (WHEN APPLICABLE) _ _ _ COPPER TERMITE SHIELD � CI� BEAM" I SAT 17TA I L COPPER TERMITE SHIELD _ NEW FLOOR SYSTEM O f - _- - - I� �, ,� I w NEW FLOOR SYSTEM - - // II A-403.01 SCALE: 5/4 = i -O m AS NOTED ON PLAN NEW P.T. LEDGER BD. AS NOTED ON PLAN NEW P.T. LEDGER 5TI - - - - - / - \\ I Q C] FASTENED TO EXISTING FASTENED TO EXISTING _ I \ FOUNDATION AS PER d- FOUNMATI AS PER - \_ STRUCTURAL PLAN NOTE -- STRUCTURAL PLAN NOTE II> - - I O ~ Z // PROVIDE 3" (MIN.) GONG. COVER ENSURE NEW d EXIST. EXTERIOR WALL STUDS Cu GRADE \�� ___ _ SUFFICIENTLY FASTENED TO EXISTING FOIUNDATION. a S! GRADE O 1._ -- - - - - - - OF ALL REBAR WITHIN P. GONG. Qr RO z PROVIDE STRAPPING d NAILING AS PER _j V PROP. F.J. PER PLANS FOUND. WALLS 8 P. GONG. FT6 5. p - PROP. F.J. PER. PLANS I - - - _ IN "TYPICAL- - O Q 0 z REQUIREMENT5'FOR PL FT, SHEAR, d/LATERALG I- --- ( _ 3/8" THK. PL. I II 1 II IL.O X O RESISTANCE" ON PACE 6-005 ® EA. STUD. z ~ FLOOR WOOD BEAM AS FLOOR WOOD BEAM AS 3/8" THK. H.D. Q►-w ►- Q 0 NOTED ON PLAN;STRAP TO M NI GAL\/. PL. Q NOTED ON PLAN;STRAP TO � I I' ua � � WHERE NEW EXTERIOR WALL STUDS, PROVIDE NEW Z O EA. F.J. PER CONNECTION O P RO' P.T. SILL PLATE UPON SILL SEAL UPON COPPER EA. F.J. PER CONNECTION D2 ON PAGE 6-003 O GAP PLATE �G 0_v u- I TERMITE SHIELD 'D2' ON PACE 6-003 ' ~ a HEIGHT OF EXISTING N w NEW 5TL. GAP FL. 'A', 'B', I — FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE LVL FLOOR STRUCTURE N= T GAP PL. A B PROP. GALV. METAL FLA5HIN6 PREVENTING N z NEW 5 L. -- OR G PER BEAM GONFIGJ 510NAL Q OR 'G' (PER BEAM CONFIO) I'-O° ( I o LUMBER OR (3) 2 WIDE OR (4) 2 X WIDE DIMEN �_ - __ ANY DIRECT CONTACT OF LUMBER w/GONG. 0 _ NELDED TO COL.;SEE GAF' - I I I WELDED TO COL.;SEE GAP PL. DETAILS PL. DETAILS -EXISTING STONE- LUMBER OR 5.25" WIDE PSL, A5 WELL AS (2) I-3/4" WIDE Q U -EXISTING STONE- FOUNDATION - LVL LUMBER OR (2) 2 WIDE DIMENSIONAL LUMBER NEW FLOOR SYSTEM � U FOUNDATION -WALL _ WALL I A5 NOTED ON PLAN w � - - I - z g NEW 5-1/2 O.D. 5GH 40 w NEW 3-1/2" O.D. 5GH 40 - GRADE Er w HOT DIP GALV. 5TL. COL. ___ V I, V.I.F. N HOT DIP GALV. 5TL. COL. - -- - (ASTM AI23) AS PER: (ASTM AI23) AS PER 8 n FOUND. PLAN BY SIMS FOUND. PLAN BY SIMS 0O O �u l STEEL (OR EQUALS) -- - STEEL (OR EQUAL) I - EXI5TIN6 STONE C) w It II II I -FOUNDATION WALL--- #5 HOR. CONT. REBAR ® I ( I I I I --- I I I CV /2 NEW #4 HOOKED VERT. REBAKR NEW BASE PLATE 'A' I - TOP OF NEW FOUND. SPACED HORIZONTALLY ® 4,5" O.G.; NEW BASE PLATE 'A' M WELDED TO COL.;SEE: WELDED TO COL.;5EE BASE PL. DETAILS FOR. BASE PL. DETAILS FOR /411 WALL (2 TOTAL);MAY DRILL F EPDXY UNDERPIN 6" INTO BOLTING OMIT BOTH IF NEW � _EXIST. FOUND WALL USING QUIIKRETE w o0 BOLTING _ PROVIDE GOLD JOINT - O O Z FOOTING ONLY 12" DEEP. I HIGH-STRENGTH ANCHORING (EPDXY- I- O PROVIDE GOLD JOINT _ J 3-1/2" O.D. SGH. 40 HOT _ (OR EQaI ( I o AT GONG. SEAMS (TYP.) AT GONG. SEAMS (TYP.) _ - - i DIP GALV. STL. COL. � #4 HOOKED VERT. � �-p-- P. GONG. SLAB (EXIST. OR - P. GONG. SLAB (EXIST. OR 1 II = O-_ _ NEW, PER PLAN NOTES); (ASTM AI23) A5 PER REBAR ® 45" O.G. I _ PROJECT: NEW, PER PLAN NOTES); _ - _ = PLAN WELDED TO FL. _ - - I PATCH AS REQ'D PATCH AS REQ D -- i ASPHALTIC a 8"X8"X3/8" THK. (5) #5 HOR. CONT. REBAR e . .II DAMP PROOFING 5TL. BASE PL. -To EXTERIOR I N D I A N NECK FARM ` I - I �JJ 1 - 1 �l �l _m--=---- ��. 4 P. UN-REINFORCED uox -- GONG. SLAB 1� °I z GUEST H OS U E O (4) I/2" HOOKED ANCHOR rq I ` it - -- G * n�,i- j1F. BOLTS EMBEDDED INTO EXIST. 6RAVEI_- � - II _. EXIST. GRAVEL "a-. - " J ° _ _ BASE-__ _ ___-. -„I I NEw(3) #5 HOR. FOOTING MIN. 4 w/ OVERSIZED-- I - - - REBAR UPON (2) #5 _ - WASHER AND END NUT SETUP �� 1 6 MILO - I I iASII' - -" HOR. REBAR (4 TOTAL) I / 1 _ REBAR UPON (5) #5 HOR. REBAR (6 TOTAL) ! 1 _ NEW 18 x18 X12 I NEw 24 x24 xI2 I EXIST, FILL I I I I MOISTURE RETARDER— i 3" -- - - ! - 3375 INDIAN NECK LN DEEP P. GONG. PAD . - EXISTi T. FILL i I I I I DEEP P. GONG. PAD --- - ---- - - PROP. P. GONG, FOUND I! -FTO. (MIN. 4,000 PSU_-- - v- I FT6. (MIN. 4,000 PSI) __,__-. I 4" GRAVEL BASE' I I'-4" V.I.F. 'HALL (MIN. 4,000 PSI),- — PECONIC, NY 11958 O— I 1 _._.—._ I I—L-_-._.__^.— —__. SASE PLATE 'A' O I I I DEPENDANT ON WIDTH OF EXIST. UNDERPINNED BENEATH = BOT OM OF FOOTING SHALL BEAR UPON SOIL BOTTOM OF FOOTING SHALL BEAR UPON SOIL PROV. GLEAN- FOUNDATION WALL EXIST. HALL LSPAGE 3'-O" MIN. BELOW GRAD?E;EXTEND FOOTING V-O" MIN. BELOW GRADE;EXTEND FOOTING COMPACT FILL 1 FOUND. WALL I I I — --- ( I ( I ( I I I I I I I — DRAWING TITLE: BENEATH SLAB TO THIS DEPTH AS R.EOV BENEATH SLAB TO TH15 DEPTH AS REQ'D -L_IL_l-l_.- I i I - - I I I -=_-.- 1- ) - ----- ---� I I DETAILS " ETA I L 5TL. OOL. 4 24"x24"x 12 " FA1� FTO. 1�ETA I L I v STL. OOL. OAF � BASE PLATE 17ETA I LS I� FOUN7. NALL 17ETA I L (UNr7)ER 'I N ONLY) g STL. GOl_. � 18 x 18 x 12 �A1� PTO. 17 � A-403.01 SCALE: 3/4" = I'-O" A-403.01 SCALE: 5/4" = I'-O" A-40)3.01 SCALE: 5" = 1'-0" A-403.01 SCALE: 5/4" = I'-O" PAGE: A-4 0 ■ 0 :1 DATE: 08/08/23 15 OF 20 Vic No 37400 L"' N n y'� 0- Q w LL! HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE > SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/ MANU. SPEC.'s; Q N PLANS AND NOT PROJECTING MORE THAN 4Y2" INTO c 0) PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT > J0I5T HANGER BY 'SIMPSON' OR EQUAL � \ � > ' O F I N I SHED R SECOND FLOO -' N > c O D (O V2" MIN. SPACE BETWEEN WALL AND HANDRAIL \ > ` 5/4" PINE RISER N O -w -c O • w L0 \ c p . 0 .. Q nl � � m0 \\ Z g/4" PINE TREAD 5TAND,ARD5 FOR OR I FFABLE HANID RAIL VJ 5GALE: NTS GROSS SECTION \, MIN. dJ I" ROUNDED NOSING z HANDRAIL GIRGULAR NON-GIRGULAR i \ � Q CLEARANCE ` w/Y4" RADIUS Q 4Lu o — > `\ (NOT INCLUDED IN � TREAD DIMENSION) > \ MIN. METER MAX. W 4J > w \— w \ \ \ � w > INSULATION, IF UNDERSIDE IS FACING m _ 5TORAOE/NOi4-HA5ITAL SPACE \ \ \ \ (n oVJ STORAOE UNDER (NHEN AFFL I C�ALBE) \ > TREATED 2"xl2" SILL FOR CONTACT \ w/ GONG. (IF APPLICABLE) �. > _ F I N I SHED F I R5T FLOOR J I > m W I F- C7 ZZ > ! 14 INTERIOR STAIR DETAIL w Wwl A-501.0I 5GALE: 5/4" = 1'-0" Z > ce w W N N W O Z Z O 2 H V'i PANTRY W W UPPER GAB. w w WITH w CONGEALED SHELVES N Z � Z HOOD - -- --- 0. 0 g W xW i0 BACK5PLASH TILE p ¢ ---- - 24" COLUMN --- - ------ - FRIDGE / FREEZER � BAR SINK MICRO w F- O O p o PROJECT: I IV D IAIV NECK FARM GUEST H OS U E KITCHEN ELEVATION 4 <I TGHEN ELEVATION 3375 INDIAN NECK LN ---SCALE: I/2" = I'-O" SCALE: I/2" = I'-O" 8 PECONIC, NY 11958- I DRAWING TITLE: DETAILS / ENLARGED KITCHEN PLANS — -- � I INTERIOR ELEVATIONS OPEN SHELVING i�ROfi�OS�D - ! � i CONGEALED HOOD I PAGE: \ Q Co BACKSPLASH TILE-444- -T A-50" ■ } GOOK TOP AND DATE: 08/08/23 16 OF 20 OVEN + - - - WATERFALL 1 COUNTER OPENTO o o a _ + HALLWAY TV NINE/ n - h, _ EEVERAOE FRIDGE .�' ' ;�'rr•4'F�� -1V2 OF ���(3) iG I TGHEN ELEVATION (I) ��iL�RC�D �I TG��1� PLAN5GALE: 1/2 = I -O SCALE: I/2" - I' O" SCALE: I/2" I'-O" Q Ld _w_I p KITCHEN SCHEDULE Q `N ._ C CODE DESCRIPTION O 0 WALL BASE .O ),10 E3 A TH. #2 B-, 4" COVED WALL SASE 0 C LN Z d- FLOOR � x U N 0EQ. C � (0 EQ. W-t EXISTING WOOD FLOORS TO BE REFINISHED m 4-+ V_ SHOWER HEAD 0 S O . ++ 111 PAINT N O p .. BENJAMIN MOORE-DECORATORS WHITE nQ a' PT-t FINISH I E665HELL ON GENERAL WALLS;SEMI-GLOSS AT DOORS, W 511 I'-6" 3" DOOR FRAME,NOTEt PROVIDE 2%2'MOCK UP AT WALL ON SITE FOR � APPROVAL . \\ TILE T-t O MEN FLOOR TILE A-1 p GFI + -1 NEW TILE WAINSCOTS1-0" MILLWORK v KITCHEN CABINETRY n 1 -t FORMICA OR APPROVED EQUAL - gbl-56 F06;MATTE FINISHBATHROOM \L/ �""'-2 FORMICA ORGA APPROVED EQUAL - 1520-qO INFINITY GLOSS FINISH I STONE 5A H. C > DRAIN ST-t OP GAESARST C4VNTERT RUGGED CONCRETE,CONCRETE,2GM THICKNESS P-3 BATHROOM COUNTERTOP U -y CAESARSTONE 4055 RUGGED CONCRETE,2GM THICKNESS EQUIPMENT rEQ-11 STOVE + HOOD . r- E -2 REFRIGER nATOR v l I�lL. � JJ�T `? I AN`ti (10) BATH # E -3 DISHWASHER a- 5/4 SCALE: 1/2 - I -O ® WINE COOLER SCALE: I/2 = I -O E -5 WASHER/DRYER COMBO PLUMBING FIXTURES p___1-1 KITCHEN SINK P-2 1 BAR SINK BATHROOM SINK I W P-4 1 TOILET m ET7 � Lu / Lu 75 TUB/SHOWER COMBO Z � a rP---61 FREE STANDING TUB = Q: J PTP 71 SHOWER W/BENCH p z Q V �- - - - - M-81 POWDER ROOM SINK (1� ACCESSORIES �- Ito SHOWER HEAD / MIRROR N C0 w7 BATH. I A-2 TOILET PAPER HOLDER p = i #2 CONFIRM ALL FINISHES WITH OWNER PRIOR TO INSTALLATION. Q> w 50AP NICHE -- _� z N O z g � C -- �- � - w Oa 0 0 0 � C) LL D: W ei C-! N o \ LU \ DRAIN _ Q W I e_. _ PROJECT: 7- =0 (6) E L������#�,L�� .�)��T���--��,�T - - I N DIAN NECK FARM SCALE: I/2" = I'-O" SCALE: I/2" = I'-O" 8 GUEST H OS U E 3375 INDIAN NECK LN PECONIC, NY 11958 DRAWING TITLE: EQ -EGt. ENLARGED BATH PLANS _ --- --- - INTERIOR ELEVATIONS N \\ -o' 2 0 I o I o 2 0 PAGE: 5 Oeoa Jv -- 031 1 � ■ ' GFI 0 GFI -i- / \ �� - \ P-2 DATE: 08/08/23 17 OF 20 ��� ILI 2'-0" BENCH --- ---- - - /' \ ' ® 2'-O" SENGH o \ a /� 0 = _ . ►Iw-2 / j P-4 \ P-6 Ll"tT # o -61 Lu O - Y IV,/ �'..k # E3A7H #1 ELEVATION 2 BATH #1 ELEYA.TI ON I EN ROOD BATH #1 AN � (�) �3��T� #I �,L���TION (4) ��T�I I �L���TION ( ) ( ) ( ) L� L SCALE: 1/211 = 1'-0 1' SCALE: 1/2" = 1'-0" SCALE: 1/2" = I'-oil SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" OF Nc- CL O NERAL 5�'�vl'50L < �' : Q -- o _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHTLd WOOD FRAME (L.G. 5TL. W EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q Lo 5TL. WHEN APPLICABLE) 'Al C 0) O NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL. © POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O .-- POST FOR 6" WALLS), U.O.N. �- NEW 2-HR FIRE RATED In Z d- WOOD FRAME (L.G. STL. O X Y N WHEN APPLICABLE) 0 U P05T 6 COLUMN DESIGNATIONS: O O -r✓ CO STRUGTUR,AL PLAN NOTES SOIL BEARING CAPACITY NOTE: POSTS 6 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY O Nin -F+ SINGLE SPAN STRUCTURAL MEMBER: BEARING CAPACITY OF 1.0 TON/S.F. SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY Q a-OTHER CONSTRUCTION DOCUMENT NOTES 6 STANDARD a- ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED POST5/BEAM5. O5TAGKED P05T/COLUMN: POURED CONCRETE AND STEEL REINFORCEMENT NOTES: A2 (2) 2"x4" POST g2 (2) 2"xb" POST LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH P05T OR COLUMN ON FLOOR BELOW/ABOVE. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT EXTENDED FRAMING TO ROOF RAFTERS: FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND A3 (3) 2"x4" POST B3 (5) 2"xb" POST O PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. HEADER (BELOW) TO SUPPORT R.R (ABOVE). 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION A4 (4) 2"x4" POST B4 (4) 2"xb" P05T • INTERIOR LOAD BEARING WALL (ABOVE): SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR AS INDICATED BY DASHED OUTLINE. ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER V ALI&N STUDS OF BEARING WALLS TO LAND DIRECTLY ENCOUNTERED. A5 (5) 2"x4" POST Mff B5 (5) 2"x6" POST n ' m UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. W `-`- 4B INTERIOR LOAD BEARING WALL: 3-1/2" O.D. BCH 40 5-1/2" O.D. SGH 40 AS INDICATED BY HATCHING. 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT n 5TL. COL. (ASTM (��n 5TL. COL (ASTM ' ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY 2b DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 GORE. "`-U u AI23) BY SIMS AI23) BY SIMS UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. - V.I.F. EXIST. F.J. LAP LOCATION: 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED STEEL (OR EQJ STEEL (OR EQ.) • O I. CONTRACTOR SHALL VERIFY WHETHER EXIST. F.J. ARE CARBON STEEL EPDXY CO 15 GRADE 60. wWM FOR SLABS DO NOT SPLICED/OVERLAPPING ABOVE EXIST. BEARING WALLS. NEED TO BE EPDXY COATED. 2. CONTACT ARCHITECT SHOULD LAP LOCATIONS A-201 ' PREVENT EXIST. F.J. FROM SHOULD LA 'NC, PROPOSED $EAMI 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 3 V OR SEARING WALLS. SHALL BE STAGGERED. 3. FASTEN F.J. TO PROPOSED FLUSH BEAMS USING -1• PROVIDE MECHANICAL DEVICES TO HOLD STEEL 6 HARDWARE IN 51MP50N LU5 HANGER5. PLACE AT TIME OF POURING 6 MAINTAIN REQUIRED CLEARANCES, TYPICAL LEDGER BOARD ® INTE'.RIOR FOUNDATIO7\U: COVERAGES, AND PLUMBNE55. V.I.F. EXIST.SIZE) OR V.I.F. EXIST.SIZE) ORHDR (MIN. SIZE) OR HDR (MIN. SIZE) OR � • - O I. (I) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 5. CEMENT SHALL CONFORM TO ASTM C-55 FOR STANDARD WEIGHT PROVIDE NEW PROVIDE NEW /1 2. SECURED w/ (2) 5/a" 6' x 5" LONG H.D. GAL. LA6 5OLT°5 CONCRETE. a 16" O.G. 3. INSTALL H.D. GALV. JOIST HANGER.5 BY 'S1MP5ON' (OR EQUAL) 4. PROVIDE GALV. FLASHING BETWEEN LEDGER BD. 6 GONGETE - GOLD WEATHER PORING 6 CONCRETE MIXTURE GONG. FOUND. WALL OR MASONRY. I. THESE SPECIFICATIONS SHLL APPLY FOR THE POURING OF I'-O" I'-O" EXIST. 2"xb" TYPICAL LEDGER BOARD a EXT. DECK: CONCRETE IN TEMPERATU ES UNDER 45° F IF THAT TEMPERATURE "5Y2° 7'-5y2 G.J. ® I6" O.G. 6B I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS HAS BEEN SUSTAINED FOR 24 HOUR PERIOD OR MORE. 2. SECURED w/ (2) 5/a" 0 x 5" LONG H.D. GAL. LAC BOLT 5 _ a I6" O.G. 2. SPECIFICITY OF GONGRETi DESIGN MIX SHALL BE BY OTHERS. i ' 5. INSTALL H.D. GALV. JOIST HANOER.5 BY 'SIMPSON' (OR G G G PR - 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL EQUAL) - 506. BATH. CONFORM TO AGI 4. PROVIDE GALV. FLASHING TUCKED UNDERNEATH SIDINFS I I I #2 6 BENT OVER TOP EDGE OF LEDGER BD. 4. IN NO CASE SHALL GONGRETE BE PLACED ON FROZEN &ROUND / b m p �?p' m O[a PROPOSED 5. SEE DETAIL 11-A/403. SURFACES. FROZEN &ROUND MAY BE REMOVED OR HEATED TO x p x p 4 x p 3_p BEDROOM #2 dJ Lu NEW UN-REINFORCED P. GONG. S._AB TEMPERATURES WITHIN ID° OF CONCRETE. z iV Q z iv Q Q I ry �A I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR 5NOW. "gyp NEW DBL F.J. BELOW POCKET � -� 2. 6 MIL POLY VAPOR BARRIER UPON REMOVE AS REQ'D. -- ( DOOR HbR. POST ABOVE I I a C] 3. 4" (MIN) GRAVEL BASE z �. NEW REINFORCED P. GONG. SLAB b. THE USE OF HEAT BLANKS OR ELECTRIC BLANKETS ARE _ _ _ _ _ ?B I. NEW 4" THK. P. CONIC. SLAB w/ b"xb"-10/10 W.W.M. UPODN PERMITTED WHEN NECESSARY, aB 1 B 1 2. b MIL POLY VAPOR BARRIER UPON ° G G G EXIST. 2"xb" U 7. FORMWORK SHALL BE AT >MIN. TEMPERATURE OF 33 FOR HIGHER I ( ( ( 3. 4" (MIN) GRAVEL BASE AND SHALL BE WITHIN IO°:OF CONCRETE TEMPERATURE. L J L I G_J. ® Ib" O.G_ PR P. PWDR ROOM wJ PAD FOOTING b. CONCRETE SHALL BE AIRNTRAINED FOR GOLD WEATHER POURING. NEW DBL f .]J. BELOW POCKET _ 1 la x18 xl2 DEEP P. GONG. PAD FOOTING A5 PER DOOR HDR. POST ABOVE '� 1 r Z DETAILS 6-A/403 6 b-A/403. q. NON-CHLORIDE, NON-GORR�SIVE ACCELERANT ADMIXTURES ARE _ _ 14 1 I a w PERMITTED TO BE ADDED(To CONCRETE MIXTURE AS PER AGI Sob I Im �� m I m PAD FOOTING (ASTM G4g4/G4g4M, TYPE G AND E). � X_x a � � �x a. � x ti � � PROPOSED � _ _ _ aB 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER N z ry a N STONE PATIO - v DETAILS 'I-A/403 6 q-A/403. 10. CONSULT ARCHITECT WHEN TEEL EMBEDDMENT GROSS SECTIONAL p p Ll ( Q O NEW (5) 2"xb FLUSH BM. w AREAS EXCEED ONE SOU E INCH. OPAD FOOTING (AT FIREPLACE/C{-iIMNEY) - - - m BELOW GABLE WALL Q U) Z', aG V.I.F. EXIST. PAD FTC. SUPPORTING CHIMNEY EXTENDS 6" II. ONCE CONCRETE IS PLAG CONCRETE SHALL NOT BE EXPOSED I I aB I aB I w p $ Z Q, MIN. OUTWARDS FROM CHIMNEY WALLS AND 15 IN GOOD TO REPEATED FREEZING A� THAWING UNTIL CONCRETE HAS G G G fYl IX PROP. 2"xa" G.T. PROP. 2"xa" G.T. �) Q U CONDITION. OTHERWISE, PROVIDE NEl^1 12" THK. P. GONG. REACHED A COMPRE551VE,STRENGTH OF a00 PSI. _ _ \ FTC. EXTENDING b" MIN FROM CHIMNEY WALLS (APPROX. _ _ J w V 4A LJ _ _ J L __ _ - Q ® 32" O.G. ® 32" O.G. U 12. PLACEMENT TEMPERATURE SHALL CONFORM TO AGI 306. - O O 3'-a' w J 4-O x2'-D'xl-O' DEEP) 6 BEARING -O MIN. BELOW O x O m O PROPOSED w u. GRADE. PROVIDE #5 HORIZONTAL REBAR ® 6" O.G. (BOTH t I N Q N (V Q) ItV d a uj MUDROOM a to DIRECTIONS) WITHIN NEW FTC. ® MODIFIED I _ I` z 1 z NEW ATTIC, ACCESS-- PULL DOWN STAIR: 1 z NEW (2) BASEMENT i m 2"xa" HDR Oq O # CAPACITY x (4q-I S.F.) DROPPED BM. cr w N � .D z NEW (2) 2"xa" w d p I. MIN. 55 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") Q Q - 3.DBL. FRAMING WHEN NEW OPENING, U.O.N. 0 N 4.WEATHERSTRIP ACCESS OPENING t PROVIDE R-4q I bf b I I I � I, I V.rl .,Exts- � 2,� �'xa° � u � i INSULATION ABOVE w/ ND. FR. (OR EQJ BAFFLE OR NEW 2"xb" P.T. C H' R (MIN S SIZE) 0R PROVIDE NEW 2"x6" F.J. ON FROM ENTERING D.J. a ib" O.G. C G B2 12Qxba SLDR g2 B2 F'�OVINE N - � '' WITHIN EA. BAY OF EXIST. RETAINER TO PREVENT IN 13 13 - W LOAD BEARING WALL DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 -- (OMIT WHEN ATTIC, ACCESS DOES NOT PENETRATE - NE O 2 xl0 HDR _ _ �� A2 - N THERMAL ENVELOPE OF BUILDING). NEW(5) 2"xa" P.T. FLUSH BM. 5. INSTALL AS PER MANU. 5PEC.'s NEW (2)_ - _ _ V.I.F. EXI T. (2) 2"xa" p b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. I bB 2"x5"HDR. - NOR ( IN. SIZE) OR to UNDERPINNED P. GONG. WALL CON5TRUGTION: _� _ _ _ 15 P OVIDE NEW O �- - NEW 2"xa" F.J. ~ O „ r 1- 1 I wdw a • 2"xb" P.T. SILL PLATE w/GALV. METAL FLASHING ® Ib O.G. PREVENTING ANY DIRECT CONTACT w/ GONG. NEW (2) O - Tg O tu X ry p PKOI�OE�p ST. tY PROJECT: • ANCHOR BOLTS AS PER PAGE &-003 - - - - - - cV Q N Q N Z v EXIST. 2) U 2'xa HDR. W w m G • NEW P. GONG. FOUND. WALL, UNDERPINNED 6 PINNED 15 N IL X U T B2 r F � = HEADE 5 I N D I A N NECK FARM IL (V W ----- _ " HORIZONTALLY INTO EXIST. FOUND. WALL, A5 PER O �t X + _ "(MIN. SIZE) DETAILS I-A/402 (ABUTTING EXIST. GRAWLSPAGE WALIL) I 1�IX 10 u�j I W o `X ® OR 6 2-A/402 (ABUTTING EXIST. BASEMENT WALL) NEW 2"xl0" F.J. "IA _ Q �U Z Q A2 �� m -j PROVI E GUEST I�OS U E • ASPHALTIC MASTIC, DAMP PROOFING TO EXTERIOR ® Ib" O.G. w 1 1 IL NEW • B.O. FOOTING 3'-0" BELOW GRADE MIN. 10 Z t ij z • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN __� C NEW 2"xa" F,J. C 14 jX Q 5 / APPLICABLE) ® I6 O.G. -., o o + b t l� I �OmI i _ ��' � _ b - ,:r.: ;�,..,; LP ' GUT EXIST. R.R. 6 FASTEN TO EN ENLARGED FOUND. WALL $ PAD FOOTING 10 7A l0 x D X x Q �+ )'1"x FLUSH BM. w/ SIMP'SON LU5 A2 PROP. P2 J FLUSH BM. HANGER5 AS ABLE;OTHER 15E 3375 INDIAN NECK LN II I. ENLARGE NEW P. GONG. FOUND WALL TO 10 THK. AT TH415 ••< "° •'° 14 z�Q ��Q 5TAGKED 14 5 LOCATION TO PROVIDE FULL BEARING SUPPORT TO (5)) °: � 5 PROP. PROVIDE NEW 2"x6" F.J. ® I6" .G. 2"x4" POST ABOVE. NEW (5) L'15"xq.5" T.J. 2.OE 4-2 4-2 NEW 2 2'xb FLUSH BEAMS L {1E A3 BATH. #1 B2 PECONIC, NY 11958 2. PROVIDE 30"x30"xlb" DEEP P. GONG. PAD FOOTING MICROLLAM LVL UPSET BM. - - FASTENED TO ADJOINING t CENTERED BENEATH ENLARGED FOUND. WALL PROVIDE (FLUSH w/T.D. F.J) I 1 G G r- I I LVL FLUSH BM. w/SIMP50N - 8. _ - __: _ a ::,•:::. ,, ;'c., L _ _ - _ _ _- - - LU526-2 HANGERS A3 ----- #5 HORIZONTAL REBAR ® 6" O.G. (BOTH DIRECTIONS) MODIFIED - EN (2) 2"xa" HDR 2 DRAWING TITLE: WITHIN NEW FTC. CRAWL SPACE II -J c14 3. SIZE OF FOOTING MAY BE "L-SHA'PED" AS SHOWN IN 4 4 FOUNDATION PLAN TO ACCOUNT FOR LOCATION OF (31q S.F.) aB - 4 � 2 � NEW (4) L'i5"x5.5" T.J, --- ------- 2.OE MIGROLLAM LVL PROPOSED STRUCTURAL PLAN EXIST. STONE FOUNDATION WALLS, DRILL 6 EPDXY PINI 14 0 I FLUSH BM. BELOW REBAR INTO EXIST. FOUND. WALLS (4" EMBEDMENT). _ NEW (2) I.'t5"x'1.�5" G.J. 2.0E A2 } POST TO RIDGE c� MIGROLLAM LVrL FLUSH BM. w0 I d BASEMENT ENTRY FOUNDATION I�JALLS 6 FOOTINGf5: 12 NEW b" THK. P. GONG. FOUND WALL UPON Ib"xa" DEEP P. 10 NEW (2) I.-r5"x'f.25" T.J. 2.0E - = NEW (2) I.iS"x'i.25" T.J. 2.OE CANTILEVERED AT BOTH PROPOSED MIGROLLAM LVL FLUSH BM. I MIGROLLAM LVL FLUSH BM. - PROPOSED GONG. STEPPED FOOTING AS PER DETAIL 3/A-402. ENDS;DO NOT (FASTEN TO LIVING/DINING u BEDROOM #1 p 'ly2 - LED6ER BOARIDS ROOM I ►- DRILL 6 EPDXY PIN (4" EMBEDMENT) FTC. 6 FOUND WALL _ x�pl - l� V Qr INTO ADJOINING FTC. 6 FOUND WALL OF BASEMENT. 6 cV Q V.I.F. EXIST. (2) 2"xb" FLUSH BM. u�i> w 0 p NEW 2"xl0" F.J. MODIFIED m (MIN. SIZE) ® STAIR OPENING OR Q X N X PAGE: 13 BEAM SEAT w/ SONOTUBE PROVIDE NEW;FASTEN TO r• > w w x ® 16" D.G. CRAWL SPACE x ADJOINING LVL FLUSH BM. w/ --1 z x ® z N PROVIDE SIMP50N GLB BEAM SEAT CONNECTOR UPON I -. nodApftk 12"m P. GONG. SONOTUBE AS PER DETAIL 12/A-4o3. (3b4 S.F) QI 7A SIMPSON LU5-26-2 HANGER �_ 1, �i m PROVIDE FLASHING AT ANY WOOD/CONG. CONNECTIONS. ( I O ' V � N Z - J aG aB 10 N d) Lu d x xQww I N 14 BEAM POCKET (TYP.) w U1 N Q 'ts 15 UNDERPINNED (ONLY) P. GONG. WALL GONSTRUCTIQN: 1A NEW 2"xa" F.J. L - - J NEW 2"xa" F.J. �� N> ® 16" O.G. ( = a I6" O.G. \ N Z `t I PROP. • NEW P. GONG. FOUND. WALL UNDERPINNED INTO EXIST. O im \�� j Q I FOYER DATE: 08/08/23 18 OF 20 FOUND. WALL, A5 PER DETAIL 13-A/403 x • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 10 10 ^Q dJ • B.O. FOOTING 3'-0" BELOW GRADE MIN. NEW DBL. F.J. a STAIRS m -1 • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN NEW 2"xlO" F.J. - - `fl --- APPLICABLE) ® I6" O.G. I z A V.I.F. EXIST. V.I.F. EX15T. V.I.F. EXIST. (3) 2"xl0" V.I.F. EXIST. V.I.F. EXIST. , 15 15 14 IS _ (2) 2 x8 HDR (2) 2'x5 HDR HDR (MIN. SIZE) OR (2) 2 xa HDR (2) 2"xa' HDR (MIN. SIZE) OR (MIN. SIZE) OR PROVIDE NEW (MIN. SIZE) OR (MIN. SIZE) OR NEW (2) - - - - - --NEW (2)- _ _ - - - NEW_(2).-- -- --- - _NEW (2) PROVIDE NEW PROVIDE NEW PROVIDE NEW PROVIDE NEW -2"xa" HDR. 2'xa" HDR. - - 2"xa" HDR. - - - 2'xa HDR. DA �p+ P A-201 rY' UGTURAL PLAN - FOUNDATION LEVEL STi� ar- « ' SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0" 0 I `1E: AL 5 I �50L E I : Q NEW PARTIAL HEIGHT 0 EXISTING TO BE DEMOLISHED WOOD FRAME (L.O. 5TL. Ld Ld EXISTING TO REMAIN WHEN APPLICABLE) // NEW WOOD FRAME (L.O. NEW FOUNDATION WALL //' _J N STL. WHEN APPLIGABL!=) �� 1 Q Lo " NEW I-HR FIRE RATED MIN. (2) 2 x4 STRUCTURAL �/� w �o © POST FOR 4" WALLS WOOD FRAME (L.O. 5TL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL oo POST FOR 6 WALLS), U.O.N. N NEW 2-HR FIRE RATED WOOD FRAME (L.O. 5Tl_. C In Z d'e•- WHEN APPLICABLE) •0 N >1 :20U I STRUCTURAL PLAN NOTE5 SOIL BEARING CAPAGIT`( NOTE: POST d COLUMN DESIGNATIONS: 0 O m 4- � P05T5 d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED STRUCTURAL DESIGN OF FOOTINC75 ASSUMES A 501E _c O . Lo AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY 5tNGLE SPAN 5TRUGTURAL MEMBER: BEARING CAPACITY OF 1.0 TON/S.F. SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED C N 0 (D STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD Q C) O ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED 1*05TS/BEAM5. OSTACKED POST/COLUMN: POURED CONCRETE AND STEEL REINFORCEMENT NOTES: A2 (2) 2"x4" POST B2 (2) 2"xb" POST LOCATE INDICATED POST OR COLUMN ABOVE/BENE NTH POST OR COLUMN ON FLOOR BELOW/ABOVE. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT EXTENDED FRAMING TO ROOF RA'=TERS: FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND q3 (3) 2"x4" POST B3 (3) 2"xb" P05T O PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. HEADER (BELOW) TO SUPPORT R.R (ABOVE). 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION A4 (4) 2"x4" POST B4 (4) 2"x6" P057 INTERIOR LOAD BEARING WALL (ABOVE : SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR 4� ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER r 1 AS INDICATED BY DASHED OUTLINE. v ENCOUNTERED. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY A5 (5) 2"x4" POST B5 (5) 2"xb" POST UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. n , INTERIOR LOAD BEARING WALL: 5-1/2" O.D. 5GH 40 5-1/2" O.D. 50H 40 4B AS INDICATED BY HATCHING. 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT 5TL. COL. (ISSN ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 3I8 CODE. O--�G (l�n 5TL. GOY (ISSN UPON F.J. OR BEAM (W BELOW. 5. APPLICABLE) BELO . A123) BY SIMS �� �u� AI23) BY SIMS O 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED STEEL (OR EO.) STEEL (OR EO) (V • - V.I.F. EXIST. F.J. LAP LOCATION: z CARBON STEEL A5TMA615 GRADE 60. WWM FOR SLA55 DO NOT Q I. CONTRACTOR SHALL VERIFY WHETHER EXIST. F.J. ARE NEED TO BE EPDXY COATED. SPLICED/OVERLAPPING ABOVE EXIST. BEARING WALLS. =w 2. CONTACT ARCHITECT SHOULD LAP LOCATIONS b. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS PREVENT EXIST. F.J. FROM REACHING FROP05ED BEAM SHALL BE STAGGERED. 12 13 O 12 U OR BEARING WALLS. 3. FASTEN F.J. TO PROPOSED FLUSH BEAMS U51N6 7• PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN - - - -- -- - ---- - ---------- 51MP50N LUS HANGERS. PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, - - - - - - - - - - - - - - - - - b TYPICAL LEDGER BOARD ® INTERIOR FOUNDATION: 8 CEMENT SHALL CONFORM TO A57M C-33 FOR STANDARD WEIGHT • 1. I B T MATCH DEPTH OF JOISTS ECURED / 2) 5/8" 0 x :7 5" LONG H, . 6 2. S w A . LAG BOLTS CONCRETE. ® lb" O.G. I __.__._._ DX _ I 3. INSTALL H.D. GALV. J015T HANGERS BY 'SIMP50N' (OR k._ _. _._. ____.-.. ..____ _._ V � I I I = 4. PROVIDE 6ALV. FLASHING BETWEEN LEDGER BD. d GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE I .I _.__.__._______.._. --____v._ GONG. FOUND. WALL OR MASONRY. 0. I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF I N H- TYPICAL LEDGER BOARD 0 EXT. DECK: CONCRETE IN TEMPERATURES UNDER 450 F IF THAT TEMPERATURE I I u_ __ 6B I. (1) 2"x P.T. BD. TO MATCH DEPTH OF J015T5 HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. I I Lu 2. SECURED w/(2) 5/8" (P x 5" LONG H.D. GAL. LAG BOLTS ® I6" O.G. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR OVERHANG EQUAL) 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I - 4. PROVIDE 6ALV. FLASHING TUCKED UNDERNEATH SIDING CONFORM TO AGI 306. I I ( II" OVERHANG d BENT OVER TOP EDGE OF LEDGER BD. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND 5. SEE DETAIL II-A/403. SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO I _ EXIST. 2"xb" R.R. EXIST. 2 xb" R.R. IN NO CASE NEW UN-REINFORCED P. GONG. SLAB TEMPERATURES WITHIN 10• F OF CONCRETE. ® I6 O.G. ® I6 O.G. 7A I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON I I I I (N 3. (b MILN.)POLY VAPOR L BASE UPON 5 REMOVE ASSREQ'DGONGRETE BE PLACED ON ICE OR SNOW. NEW REINFORCED P. GONG. SLAB b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE 6:12 PITCH 6,12 P I z Z PERMITTED WHEN NECESSARY. I f- W 7B I. NEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. UPON I � 3. 4"rIL POLY VAPOR(MI GRAVEL BASF UPON 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 550 F OR HIGHER I . " I U AND SHALL BE WITHIN 10 F OF CONCRETE TEMPERATURE. BEAM SHALL BEAR I --� - PROP. TESLA --- - PROP. TESLA - W LuIl PAD FOOTING DIRECTLY UPON 2ND FLOOR ® „ 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. SOLAR (5EE MANU. - -- 5(5EE MANOF -- r-- --- 18 x18 xl2' DEEP P. GONG. PAD FOOTING A5 PER SHOE PLATE d SUPPORTING z - DETAILS 6-A/403 d 8-A/403. q• NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE UPSET BEAM BELOW; I i 5PEG5) SPECS) I Q �; PAD FOOTING PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 FASTEN ALL MEMBERS \\\ \\\ TOGETHER w/ 5TRAPPIN6 o rl DETAILS-f-A/403 d 41-A/403. 10. CONSULT ARCHITECT WH N STEEL EMBEDDMENT GROSS SECTIONAL = Q U L B 24'x24"x12" DEEP P. GONG. PAD FOOTING A5 PER AREAS EXCEED ONE SQUARE INCH. i I-lOy2 I I -___---_.._-_--_. - _ I-I -.-. - 2-lOy2 � W OPAD FOOTING (AT FIREPLACE/CHIMNEY PROP. 2"x8" G.T. PROP. 2"x&" G.T. 8G V.I.F. EXIST. PAD FT6. SUPPORTING GHI'HNEY EXTENDS 6" II. ONCE CONCRETE IS PLACED. GO GRE ALL t$E EXP 5ED m�u OVERHANG OVERHANG -O y�it��N�3 > I I ® 32"-D.G. .. -- - ® 32"_O.G.- I O 2 MIN. OUTWARDS FROM CHIMNEY WALLS AND 15 IN GOOD TO REPEATED FREEZING AND AWING UNTIL CONCRETE HAS 12 O I3 12 I3 12 CONDITION. OTHERWISE,PROVIDE NEW 12" THK. P. GONG. REACHED A COMPRESSIVE ' RENGT I OF 500 P51. FTC. EXTENDING 6" MIN FROM CHIMNEY WALLS (APPROX. -- - - ----- 12. PLACEMENT TEMPERATURES HALL CONFORM TO AGI 306. _____.---- -._..__-._. .--- _-....-------- ---- - .-_.: - - - - - -_ V 4'-D"x2'-D"xl'-D" DEEP) d BEARING 3'-O' MIN. BELOW EXIST. 4"x4.5" ROUGH -. - - ..... ._ _ - - - - .-- - J L _ J CRAVE. PROVIDE 05 HORIZONTAL REBAR ® 6" O.G. (BOTH SAWN R.R. - - - - - - - - uw w DIRECTIONS) WITHIN NEW FTC. ® 48" O.G. TO REMAIN -- - - - - 12 (n w 9 NEW ATTIC A00E55 - PULL DOWN STAIR: o EXPOSED BELOW NEW z R.R. -- -- -- - -- - I. MIN. 550 # CAPACITY f, - - - - - - - - - - - - - - d O 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") m cv -.- _ - - - - - - - - - L__ PROP. TESLA W 3.DBE. FRAMING WHEN NEW OPENING, U.O.N. SOLAR ROOF - - - - --- _ ._ - - .� O N ilu 4.WEATHERSTRIP ACCESS OPENING d PROVIDE R-4q =N - * - (SEE MANU. \ d O INSULATION ABOVE w/WD. FR. (OR EQ.) BAFFLE OR v 5PEG5) \ \ RETAINER TO PREVENT INSULATION FROM ENTERING = DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 52 tm 1 Q pN PROP. TESLA .xo (OMIT WHEN ATTIC, AGGE55 DOES NOT PENETRATE I I -' = I X= x SOLAR ROOF THERMAL ENVELOPE OF BUILDING). O - �y Ww ------ (SEE MANU. I - .. _ __.. ry Q .. p._.___..._.___..-�--. -_----- U -----._-- I J N 5. INSTALL AS PER MANU. SPEC.'S ' c r w z - - - - = 0 -- z ®> SPECS) I - -- -- a ------- - w z N - m . .. Q -- - .- b.CONSULT H.D. FOR PRECISE LOCATION OF ACCESS. cy N PRD I __ O 10 UNDERPINNED P. GONG. WALL CONSTRUCTION: 1 �- z Q ! BATH�2 Q � N w - - --... - - PREVENTING ANY DIRECT CONTACT w/CONIC. - - - - - - NEW(2) 1.75"xq.5" T.J. 2.DE MIGROLLAM LVL BM. 1 • 2 xb P.T. SILL PLATE w/6ALV. METAL FLASHING �B2 - B2 X x ry _ w�- PROP. _ }. . . - - - > �0 - N � I. / I • ANCHOR BOLTS AS PER PAGE 6-003 - - - - - -- - 4 - -N - � u: BEDROOM #4 z cz X ROJECT: I - • NEW P. GONG. FOUND. WALL, UNDERPINNED d PINNED > Q 5MO0 + „ 4' N O { QIK - - - - - - w N HORIZONTALLY INTO EXIST. FOUND. PALL, AS PER �t ,_ 5 2 2 I. Nu.� __. -_--_-. - __-- - - - -- ---- -._.- _ _ - -_ _ -. . 14 _ _/ t A' NECK DETAILS I-A/402 (ABUTTING EXIST. CRAWLSPAGE WALL) I _.I v 0. V IY► PROP. TESLA -----__.._..--_-- .-- _- _.___._._ - 'v C�'A1 Y 1 fi E�i \ FARM i N 0 N O SOLAR ROOF 14 d 2-A/402 (ABUTTING EXIST. BASEMENT WALL) �I'-2 4'-5" '- '�="= 0. • B.O. FOOTING 35T0 BELOW GRADE MIN. EXTERIOR - ?rub w p ___________-_----,_ 4 ry _ x _ x - (SEE MANU. G U ES1' H OS U E %+ _ .0 V�2-- SPECS) II �� BEAM SHALL BEAR ..I � .--� W ,� 0 w -- _-_-- �- \ • 1/2 EXPANSION JOINT ® PERIMETER OF SLAB (WHEN 4-3 �I�-3-O N __- 8- 3 DIRECTLY UPON I dJ z ®> -` B3 - -- -- --------- ----- -- __. _. --- __.. B3 -- 1,, 5I 2 �� APPLICABLE) m B3 • _ :n k I'- " 6"�i 2ND FLOOR SHOE w 2 x 1 Q _ -. - - _ . z PLATE d 4 `t `taw NEW (3) 2"xl2" RIDGE BM.- ENLARGED FOUND. WALL d PAD FOOTING O II I. ENLARGE NEW P. GONG. FOUND WALL TO lo" THK. AT THIS SM/GO - PROP. S3 ! SUPPORTING UPSET I ®0 m BATH. BEAM BELOW; - -- V X LOCATION TO PROVIDE FULL BEARING SUPPORT TO (5) w d #3 FASTEN ALL I w aw 2 2 3375 INDIAN NECK LN 2"x4" POST ABOVE. A - MEMBERS .._.I PECONIC, NY 11958 CENTERED BENEATH ENLARGED FOUND. WALL PROVIDE 2 IY NX - �� 2 TOGETHER w/ MICRO AM V I M _ --- -- ----- STRAPPIN6 - - --._...._ NEW LLi."i5 LQL R DGE BE. - #5 HORIZONTAL REBAR ® 6" O.G. (BOTH DIRECTIONS) �t ® B2 U 2. PROVIDE 30"x30 xl DEEP P. GO C:. D T LU WITHIN NEW FTC. x �z _ 3. SIZE OF FOOTING MAY BE "L-SHAPE;7" AS SHOWN IN a Q o --"--1 - DRAWING TITLE: FOUNDATION PLAN TO ACCOUNT FOR LOCATION OF - - - - - - - - _ d - - -. N ________---_.___-.. _-- my _-- -.._ .._---.-. .-._ .--_ cV _ -- - EXIST. STONE FOUNDATION WALLS. DRILL d EPDXY PIN _ B2 X z m Q � z� - 1 "Qv m ,ii RO DOSED STRUCTURAL PLAN LU REBAR INTO EXIST. FOUND. WALL5 (4" EMBEDMENT). w 0 - -- -- - - Q uQ�� I a _. .._ .. ----- .- O I �.._. IK W._..__.__..____..-__-._-----._..___.___.._----__._--- X tt1 p' BASEMENT ENTRY FOUNDATION W,��LLS d FOOTINGS: . PROF. __.__..__._-� N � F� _-�_--._-.---_._---__.----.---_______ ___ ___ _.......-_-...--w 12 NEW 8' THK. P. GONG. FOUND WALL UPON I6 x8 DEEP P. HALLWAY z vF- p Q�0.CONC. STEPPED FOOTING AS PER DETAIL 3/A-402. DRILL d EPDXY PIN (4' EMBEDMENT) FTC. d FOUND WALL = I dJ 0- WA _._.. .- INTO ADJOINING FTC. d FOUND WALL OF BASEMENT. x= X PROP. STANDING PROP. TESLA IY ui m I 0. cv �w 0M ---_ . SEAM ZING ROOF, - I - SOLAR ROOF x d�Q TO MATCH EXIST. (SEE MANU. I3 BEAM 5EA7 w/ 5ON07UBE BEDROOM #3 I._ '^ - p �t �rw_.__-_- SLOPE (TYP) -- SPECS) _.. .. . .. .-- - AGE: PROVIDE SIMPSON OLE, BEAM SEAT CONNECTOR UPON 4'-'y 01 -_ _ - - - _ - I cq Q F ®Np 12"0 P. GONG. 50NOTUBE AS PER DETAIL 12/A-403. I 1,_3 = X aX .. _. -.. _. 1 .. _ _.-- -.-- ..-_ .................._...._._______._.._..__ _..___ -.-._.__..--. ._ .. PROVIDE FLASHING AT ANY WOOD/GONG. CONNECTIONS. 0 I w ww 10 z 0 WL 14 BEAM POCKET (TYP. ( 7 � 15 UNDERPINNED (ONLY) P. GONG. WALL CONSTRUCTION:: • NEW P. GONG. FOUND. WALL UNDERPINNED INTO EXIST. _ FOUND. WALL, AS PER DETAIL 13-A/403 ATE: 08 08 2 • ASPHALTIC MASTIC, DAMP PROOFING TO EXTERIOR 12 13 12 12 13 12 I 3 19 OF 20 • B.O. FOOTING 3'-0" BELOW CRAVE MIN. 3_i 4_Ty2 • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN I PORCH APPLICABLE) A-201 O PORG JC� I•v\' �3\f'4 r..� OF t4 ''h�"� GONSTRUGTION FLAN - SECOND FLOOR GON57RUG710N PLAN - ROOF SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" Q W LLLJI v Q N +.+ Lo • C O O � � � • O 0 � LoZd- a�2o1 x U 3 C U � (0 m -t 04 O Q � � m0 \ / / 4 J F7E MR m \ \ BAT PROPOSED \ \ T BEDROOM #2 / g PROP. PWDR ROOM _ - D PROPOSED 12 STONE PATIO — — Qr SM/ / Qr Q — -� I Q — — —I lz -- fn \ IMR ISM F w 12Qx6& 5LDR Z O a Biz- - 1,� - - - - - - - - - \ - - � _ - - - -- rt \f/ H H BATH 2 i , o I z I \ \ !— — +— — — — — — — —- ! PROP. _ a I OPOSED Yp Yp / \\ B — — — — — — _ — BEDROOM #4 O i Z O / KITCHEN / MR I 5M/GO / — O a OH v5 EB III II 1 i ! Zz /MR MR _jw — ,/moo ® W OF ® ice� / c PROP.— TA hiE \\ PRO#� Z w w BATH. I 1 u u. 0: - --- II III II � (• O I II II I — - I � Q � �, 5M/00 — I PROP. H A WLu PRO c�SED I PROPOSED ` Q IVING DINING BEDROOM R OM 7 — BR #I H O j I �� — PROP. —� 1 --�J 1\ \\ BEDROOM #5 PROJECT: - � �-- \ INDIAN NECK( FARM N II II GUEST HOSUE O g 3375 INDIAN NECK LN I 1 -- -_-- -- - - A-2O1 Cr NY 11958 DRAWING TITLE_ V�l6.F,1. ELECTRICAL PLANS I A-201 PAGE: ou E-10jomi. 01 (1) ELEG,TRICAL FLAN - OROUNI7 FLOOR (2) ELEOTR ICi_ FLAN - SECOND FLOOR 5GALE: 1/4" = 1'-0" 50ALE: 1/4" = I'-O" DATE: 08/08/23 20 OF 20 Q Y. UJI L-2m L00 ORD A 'r.° i_ a C�Z� ! \ 04 5 1 O pm W(y °ems �R0JEGT DATA : Np � SUBJECT FROFERTY w _ !.' L t. 5 Q) RENOVATION O EX S -'/f t � � NC I T I RCS I D�NG� \,� NEW FOUNDATION STRUCTURE -4-) i=ROi�ERTY UNDER '" - F I RST FLOOR LO�IEREID FOR H 1 C HER PROJECT / ZONING DATA ti k • I RST FLOOR G I L I NC H I C HT. THE OWNERSH I P O •• �.j... .'` ' «� 4,y ;�1 TAX MAP THE SAME PARTYfiy • F ",#' ''x` e,. ^. "'3. T �'P ZONING DISTRICT �- it _ - R-50 U :� ',�'"'°`.�''�+ " ._ P•J f LOT AREA '- 14 q ACRES . jA t. �.... - •TaFi ..�..f......t..®.,,,.,..n�...�.;_.-..n....................u.�.,1._.1 ..,...,�.'?`�.....'k:.ww.s, i�.a+u�. �.. u..«.......... V/ EXISTING EXISTING In � L.OGATION MAP HABITABLE OR055 SCALE: NTS SPACE AREA Q LAND NOW OR FORMERLY OF FIRST FLOOR AREA 1535.6 S.F. 144q.5 S.F. JOHN PONTINO SECOND FLOOR AREA 568 S.F. 62q.5 S.F. LAND NOW OR FORMERLY OF S 85•0420" IE , nEOF RCHMOND'S CREEK LINES ALONG AREA AREA TOTALS 1,755.2 S.F. I,cI23.q S.F. rowN or souTHOLD 82.05' S 43 � PROPOSED PROPOSED 88.69, E S 85 50'40" E N 83'34'�0„ E S 85'1.16p E HABITABLE CROSS 152.87' 78.03 69.16 SPACE AREA -- - - BASEMENT AREA O S.F. 1455 S.F. MARSH \ FIRST FLOOR AREA �1504 S.F. 1416.8 S.F. 0 LIMIT OF WOODS / \ _ APPROXIMATE EDGEE OF -...----- - �F' - WETLANDS AS SHON O I -- - aWJ 0 -- FILED MAP SECOND FLOOR AREA 521.5 S.F. rb2q.5 S.F. LAND NOW OR FORMERLY OF O N -� AREA TOTALS 1741.5 1,554.2 S.F. p� 2885 INDIAN NECK LANE, LLC \ N 0) 1 M S WOODED \80 44'Sp» - 241 67' ' 0" E 231-86' 1 LAND NOW OR ZONING REGULATIONS MAIN BUILDING rl 85'4 FORMERLY OF 1 LISA OKULA & - r M ROBERT DE FRESE ----------- 1 EXIST. PROP. COMPLIES --56�.6---------- \i coo i 0 I \ MIN. FRONT NO yI li YARD bo.o' 11.3 11.3 (EXIST.) o co IQO.O. 1 1 MIN. 51DE Brig Dept le%°e u eni O i 011.7 i MIN. 20.0' I qo.o' Igo.O' YES 20 SIDE YARD '\ W F> t rivlai�red ocu ends Llj ,i; Z6A Fi a -115 Z z I eaz SETBACK li O CMIN.OMBINED o Data: L/ 2) 5.0' li � 51 DE YARDS 45.0' I q0.0' I q0.0' YES \ (GORENR LOT) I I. 75' REAR Y,ARD�\\ T -- - 2 STORY SETBACK l � YARD AR 75.0' I1101.0' I,101.0' YES PROJECT: DWELLING !1 N MAXIMUM INF GUEST HOUSE U No. 5575 LOT I �,\ LAND Now OR HEIGHT 55.0 f 23.5 - t 23.5 YES FORMERLY OF RESIDENCE 1 S FRANK JR. & Z � FLORENCE KULL EXIST 4'-0" X GARAGE 11, SOUTHOLD TOWN GORE 280-207 (A)(1) \ ____ _ _ _ 3375 INDIAN NECK LANE 6'4" (' 5 SF) \ LOT SIZE/AREA IN 649,236.0 449236.0 ALLOWABLE TOTAL PECONIC NY 11958 !� COVERED GRAVEL 1 EXCE55 OF 200,000 S.F. S.F. &FA OFA ' rj POR�H DRIVEWAY 1\ of 2LL LOT s EXCESS i DRAWING_ TITLE: N iI ALLOWABLE S.F./PLUS 1% OF ANY ADDITIONAL 10,100.0 S.F. 4,4ci2.4 S.F. 14,592.4 S.F. 20101.5 SITE PLAN LOT AREA S.F. ZONING AND SITE ANALYSIS Ld j j __ -''"- - ---------- LOT COVERAGE =.ZS PAGE: DESCRIPTION (FOOTPRINT) AREA % LOT co COVERAGE N 1 60' FRONT YARD _- g' TOTAL LOT AREA 64q 236 S.F. SD 00 j - -- _ -- 25.5 SITE LAYOUT NOTES: O i 5ETBAGK .- _ L - �' I. THIS IS AN ARCHITECT'S SITE PLAN d IS TOTAL BUILDABLE LOT AREA bOq,704 S.F. g3.g3o SUBJECT TO VERIFICATION BY A LICENSED DATE:09,20.23 10F 4 SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS TO THE MODIFIED GUEST HOUSE 1,450 S.F. 0.2% 1 ARGHITEOV5 BEST OF KNOWLEDGE. D A - - --- ` \ EXISTING LANDINGS 41 S.-- NEC F. o.o� �,� 2. SURVEY INFORMATION WAS OBTAINED �1 [� FROM A SURVEY DATED MAY 20 2020 ME T. ,00" NI N D I � EXISTING FRONT FORGH 25 S.F. 0.03b c E OF P/,vE S 78.44 I AND PREPARED BY: 0- } ff <�O, ED EXISTING GARAGE bocl S.F. 0.19b 2 BARRETT BONAGGI 4 VAN WEELE, PG O HAUPPAUGE N.Y. 11'188 57 -R"" PROPOSED BARN (SEP. FILING) 1808 S.F. 0.390 ; TOTAL AREA OF ALL � 0'/� 1.� TELEPHONE: (63I) 435 I I I I 3g41 S.F. 0.6� � ��'°�,, .° _..,•,n• °, .,: +'� �--;I TE FLAN l 'c I�t STRUCTURES 0 ` jo I" = q0'-O" MAXIMUM LOT COVERAGE ALLOWED: 20% ' IF -1 r I I I I 1_4't I I Q I 1 W I 1 W / � M I 1 I XIS ODO/�I� -=-'- - - -`--'-J it ---T_`_J=,�1=�_1-TT I' I EXISTING. unl - -�\ r..... E N � ��MUDROOM Li_ Q um XIST. Up i EXIST. �O CIC EXIST. I. / ® PANTRY,,I I GL r \ O �� — w c IL \`�/ REF W" Q Cr'Zd' t0 ry v YN H.H. Ip �- h+u EXIST. IL_, .III r- >, �0 051 L_ KITCHEN --- �- C m �cD EXISTING BASEMENT - -------------- -ILL Jill O O tv- I 1 -(V O -PLO 1 NIII /� _ _ _ _ -� IIIII ----- ----, Q OLJ_�O EXIST. i i i i i i i " - r FURN. 1 1 1 .fl ry; W ; I '', EXIST. UP 1 1 L ------i I _ -y . I J J i� I - � 0 I'-'►" /�I-J -q IIIII IrI1II,,I_I\_�F-I1,,�'II�10IR�S"T._I;;,I roil � II,,II pIIII IIIC,I II,I, EXIST. o 1,IIII1II Il,II1I � EXIST. XIST. BEDROOM I BEDROOM �_ !p INI IIII I 4.UUQ—�) GL EXISTING BASEMENT - - Hill z"EXIST. EXIST. DINING L � =____ -' =-___ -_-- BEDROOM __ r I t .; uIIIIiiIllllIl,nllIllIl 1I--`J-JJ\,` EXIST. ----_-X---_- Xa�uIIIINI ,I�TniIIIIIIiIIIII ST' . ATTIC G IIL --. - __ '--r----- ---- -(_ 0n III IIIIIIII QQ cv- ) EXIST. EXIST. BEDROOM LIVING ROOM EXISTING EXISTING t EXIST. GRV_V GRAI_L SPACE SPACE BEDROOM LL, F T_ ITT. UP UPri"111111:1 4)/2 4-5 0'-5y20 EXIST. 1 I COVERED O I I PORCH r1 fOUNDATI ON DEMOLITION PLAN F I R5T FLOOR DEMOLITION PLAN SECOND FLOOR DEMOLITION PLAN SCALE: 1/5" = I'l SCALE: I/511 = II-011 SCALE: I/5" = I1�11 I'-OII j=a I II '-oll (el) RI a 825" \ r NEW DN _ -1 J "MAX.10) Tr a III, �� 3'- \ \ PRIOP. / (5) RI a 5.2511 ICI I� 8 \ BEDROOM � _ ____ •� I I _1 EXIST. I- \ - MAX. (?) Tr a II" IQ Itl TANK \ Q W •. I I _ .0 " BI Dept c py m 2B Final re iQw A i cu ent --- MODIFIED D t FII j S c I;; Dana: / jai 'I a EXIST. r A' EASEMENT NUEW UP 1 I W.H. I 1 =t PROPOSED OND y1 1l � 1 6RADE STONE -- rytia, I ICI `----- ICI ry m PATIO OI.-01, FURN. II 111 �__ _ __ __ __ PROP. �_ PROJECT: _ _ INF GUEST HOUSE TMUDROOM = 21 IO 1 1 OI � � ICI ICI �----I 51-0II1 , - II 2'-O" I 21-011 ° I RESIDENCE -____ J i fE EXIST 3375 INDIAN NECK LANE -�- - - "n - =ry II II ui 1 LINE OF iv N _Sy211 -11° I 1 II II - 1 _ C.T. w/ f c_H. o - _ PECONIC, NY 11958 _ I PROP. ry _ I I I I KITCHEN m I II ' r- N J I L _ _1 II II ROP. _ - � _ - � I___ _____� PROP. =ry � _ry i p DRAWING TITLE: =11= _ #1 = _ = BR -- I I - 1 BEDROOM to ei�•wo _ 111 ' - DEMOLITION PLANS [�4'j11 1_-2 II 'Q II II �2" ly -5" I " PROPOSED PLANS MODIFIED ----- - •�-r I I I -ry I CRAWL SPADE - - - _- L-l L I I PRc�P. 11 RO - I I I I 1 ry 51q S.F. - II LIVING D 11 u� I I ! I EXIST. N„D. u- , I TO -, -1211 �� _ in II SPACE II '3'-2" O x�o II $ OW II PROP. PAGE: HALL Q -SIIkk21_8111 /11 S D-02 - MODIFIED I I I I PROP. - II II II I I O O - BEDROOM CRAWL SPACE L _ 584 S.F. -� - 1 11 11 11 w PROP'. I 1 ry r - DATE:09.20.23 2 OF 4 BEDROOM �ry II ��� LINE of EXIST �i F YER - - N - - w • � I � II II X � I II----I -- - - � -EXIST. COVERED I = - - - k3 PROP05ED FOUNDATION PLAN PROPOSED FIRST FLOOR PLAN PROPOSED SECOND FLOOR PLAN 5 � c .- ..41 6, SCALE: I/5" = I'-O' SCALE: I/5" = I b' SCALE: I/5" = I'-O" wy •, a � Ld Ld —J *E C14 Loo Mco V-C:) C�pZ� IL0 a c*4 0 >, �X'y 51 0 C)m- PROPOSED REPLACEMENT OF -c 0 4-Lo �S, / i'''iii I1ii jiiI'lI I!IlI{llii� IiiliIlI'jliI i�)i1I {,�I{liII kIl1t iIiIIjIi.I IIllIIjI 1I!lIii i!I,'1IiiII' I(lf1 1l1iii!II�i I�I�a ''� Iiiil iIIIIl! 'i lI 11il Il II''Ii!ili IlI(I i;1!lIi II(t�ji!i� IIil!!('i ,iI)Ii I(ijiii Iii;I{lI! i{1IjI{!iilI i1,;I�!iIliIiIi I,11lII11IIiii!i!I ii_l1I'i!i�iit�jI+IIIi�)lIIiiIiIj_ilI�;i�IiIIIIII- IIiIii{';I!{iII(Ii I,,IIjI,IjI•{'iI,jiI;IIi 1'Ii!ii(!iiII11Iti!I'�I(i,!fi1I!iIiIIi'+III�IiII�l +�II�''i1f,iI�II!IIiiII;I+!''III;l+IIItIiiIIiIi!1Di I{IIjI!I4tIlIIjitsl1,IiIIIiiIIli'l1ii;iI{!{ I1lj;�Ii Iii1Il{tlI I,jiiIIii If�IlIjil�'�jI;i:i,�il1�iII.liI'i;III!'iiI'i,{iIi'l!tlf';ij,iii;;Itll!iIlIIiII�i_ '`Ii!i;I{:iI1i!i!!Ii:l�lj�Ii1iI(I1'i:IijiiijI1l'IIiII' i�iIIiIrtIII`I�'`!iIIl(l�IEiiI'I I�liII2iII!{iiji!liI+iiiIl!jj(jliIiI iiIj�IIlII�tIiIit l+1jjI[,Ii;i:'!I!il,'''i�IjIiIiIIIlIIIi{I��iIEiI,Ijii Ii,{Il,I!I,jI;'i'IiiII�jj(IiIIIIIi:lII1�I{{;,iI,iiIjIII li'ij�I,{j11jiI';i;�iiIi;tlIII jjlIIjiti,IIliit('I:jiiiI i`'I��{il Iii IiIj�iI+(I!(I!'iiI1i{ii''Ili �:1I,'j,I1IIi�(II,I.I('�1'I►,Ii�II�!'t IiII�I;,I'l;lI!,lVi,IIj!IiI!i{iIII I,iIIIIjII�)tIIifI!I �i,III!,ili{ilI -_!III!I'�ii j;I{ii'IiIiI—t(�!{I�I(Iii ;'i IIlIi{,{IiiIi{IIllfffIi iljij7I'I+ii'i'';';,1III{'!!ii!!`I—II!1iIiIII�I -I I;i'f1'i�i_1I;j!1!{''I.iijli-IIIfi1l!iIi;IIlj,,!I lII1i!lI(I1!;'',iI! -',IiI--ii�II!I;�il!j.�I ��IlI-'fI?�Iii"IiIffi!I�i_jI�IiIIIilli!(l`il!l1II: !Ii;'I1;!'i;IIIlil IlI'1lI(,'iIIl'Isi1i,IiI,i,ilI !�fI!II'IIi';'iiili'IIi!"'II�+I)ll'IIjiIiI!IffI(I{I'IIIIiii IfilliI+iI�lI!;!1IIf1(j, iii;'iii,' DlI RTICAL ATTIC VENT TO MATCH EXISTING 1-j C-4c;44 EXIST. PZIP&E HEIGHT C) 4+-1ELEV. +25.(-,' NEW WOOD FASCIA PROPOSED VERTICAL (Ln WOOD PLANK 51DINC7 PROPOSED TE51-A SOLAR 4-J ROOFIN(5 TO MATCH EXISTING ROO PITCH EE MANU. SPEC HOOD PLANK SIDING In Lull- F-X15TINo SECOND FINISHED FLOOR ELEV. +5.0' F EXIST. FIRST FINISHED FLOOR ELEV. +0.4' BASELINE (AVERAGE GRADE) I Him, ELEV. +0.0' PROPOSED SOUTH (RIGHT) ELEVATION SCALE: 1/4" = 1-0" PROPOSED TE5LA 50LAR ROOFING TO MATCH EXISTING ROOF PITCH (SEE MANI.J. 5FE65) )ept coPV ron PROJECT: INF GUEST HOW RESIDENCE 3375 INDIAN NECK LAI PECONIC, NY11958 11 k DRAWING TITLE: PROPOSED ELEVATIONS PAGE: iti ! PROPOSED VERTICAL SD-03 WOOD PLANK 51DINO Lb D APj ro \�PROPOSEV INSULATED &LASS/PROPOSED INSULATED GLASS PROPOSED FRONT DOOR WITH /F A7 51DELI&HT5 AND INSULATED WINDOW TO MATCH EXISTING (TYPJ WINDOW TO MATCH EXISTING (TYP) CLASS tt j PROPOSED WEST (FRONT) ELEVATION r 50ALE: 1/4" = 1'-0" W 2,< OF �',p (L Ld LL1 —j *E 04 u')0 0 wo, 0 c 14 -coV Z . a 04 M X-y c 001 0 om :3(0 .a 0 -1-511.0 C-C)4d PROPOSED P400D FASCIA 4--) PROPOSED VERTICAL WOOD PLANK SIDING ItiIIj!IIif,t iii I(j i!IlIiiI IjiIaIIIi'IIiIIIIi IIliiI!1{+�I II PROPOSED TESLA SOLAR I1I''I Ii(Iiii ROOFING TO MATCH EXISTING jIj(1Il�(!",jI,IiiIii�IIf� ROOF PITCH (SEE MANU. SPE05) PROPOSED—,,, VERTICAL I i it WOOD PLANK t 51MINO PROPOSED NORTH (LEFT) ELEVATION SCALE: 114" - 1-0" z uj Vn:fi 0 Idg Dep co y f M Z181A 'entj • PROPOSED TESLA SOLAR re n ROOFING TO MATCH EXISTING nal ri Wi vve (1,11 a u m $A i Ile ROOF PITCH (SEE MANIJ. SPECS) atc 1 PROPOSED REAR DECK PROJECT: PROPOSED EXTERIOR, INF GUEST HOUSE SLIDING DOOR RESIDENCE PROPOSED TESLA SOLAR 3375 INDIAN NECK LANE ROOFING To MATCH EXISTING PECONIC, NY 11958 ROOF PITCH (SEE MANU. SPECS,) DRAWING TITLE: PROPOSED ELEVATIONS PAGE: SD-04 PROPOSED VERTICAL—,, WOOD PLANK SIDING [fE-09.20.23 40F4 ]IF Z.D A Ir', ij. f I 1H I L=L-�L 'I'l, it I (p .7 PROPOSED EA5T (REAR) ELEVATION SCALE, 114" = 1'-0" TAX LOT 1000-86-05-14.4 REPUTED OWNER: HC NOFO LLC y "r TAX LOT 1000-86-05-14.3 _V _V _V _ _V _V y _V _V REPUTED OWNER: _V _V _ _V y _V _V LEGEND TOWN OF SOUTHOLD y JI y y � � J/ � LAND NOW OR FORMERLY OF JI � �1I � � � � JI � � � JI � � y y J/ SEWER VENT pQ THE TOWN OF SOUTHOLD �l S 85.0C20" J/ y J/ SEWER MANHOLE QS _V 82.05' E _V _V CLEAN OUT CO - J/ y TIE LINES AL)6NG THE CENTERLINE OF GUTTER/OF y JI _V S 78. J/ DRAINAGE INLET O a y ,,,��(( RICHMOND'S CREE4 APPER,NG ON THE MINOR JI '�l [0" E _V _§UBDMSION MAP FOR T14E OKULt FAMILY AT _ �I DRAINAGE MANHOLE QD _V _V _ 118,gg' _ _V _VINDIAN NECK. _V _V _V _V _V _V CATCHWIN WATER MANHOLE S 8�50 4(� E 8�34 0 E JI i { J/ y • ' " ' E S 5'12'OO" _ / WATER VALVE y y - ♦/ N + JI s9. WATER METER 0 1 _V 152.87 _V 161 _V i III''ll JI _V _V JI �/ �" •��- 7 JI FIRE HYDRANT � I 'II JI y �' CABLE TV MANHOLE Q _V y _V _V _V _V _V _V CABLE TV BOX ®CATV JI MARSH JI GAS MANHOLE III 4 J/ _V _V y GAS METE D� J/ GAS VALVE ' y J/ _ _V _ y MONITORING WELL JI __/ UNKNOWN MANHOLE- _V +z.5 j� APPROXIMATE UWr OF WETLANDS y _ y JI '.�-- y _V UNKNOWN VALVE +� _ SHOWN ON A PRIOR SJ`URVEY _V _V ELECTRIC MANHOLE QE N \ +2.3 _- -l/ \ V JI y _ TRANSFORMER +7.0 �_ \� �l1 _V _V _V _V _V TELEPHONE MANHOLE- _V' \ \\ - _V _V _V _V _V JI BOLLARD • _V _V N TRAFFIC BOX Lu'Ew' +6.a B \ ` �-- _ \ r y _V JI _ TRAFFIC LIGHT POLE - TAX LOT 1000-86-05-14.2 .�� x \ \ �- / / +' \ \ �- r + y ..�V z LIGHT YPOLE 1'♦JC +4.7 I 1 REPUTED OWNER: 0 \ \ _ 4- GUY 2885 INDIAN NECK LANE LC M . / \ // I - t .o ' sh / \ � ---8 __ / / \ I \ -- EDGE OF PAVEMENT - - - +15.13 I LAND NOW OR FORMERLY OF O \ ) / �+8 6 '/ �6 WATER MAIN/LINE w +, 3 2885 INDIAN NECK LANE LC Z '� / / \ ' +6•5 _ \ +9.0 I v \ / / i- CHAIN LINK OR WIRE FENCE X \ \ OVERHEAD WIRES off STOCKADE FENCE ❑ +11.5 1 \ -/ / EBTR 10.0 EXISTINGI GRADE 0 16.0 \ ` \ CONCRETE CURB _12- / x �J �_ �- \ ' /10/ 1.9'E FE DROP CURB I / / \ \ X WALL / I +12.4 \ �� 1� � -{-t s.asy17 9 CONCRETE/MASONRY I I _ - x 3 I _ � x WOODED 1'I FE c 0.3'N "' 80'44-50" E 2.6'W \ FE� � \ WOODED • I 118.2 241.B7' L4.7�7 2.7'N FE� _ � '•3�E TAX LOT 1000-98-01-1.4 N X�-X 14.8 1 / REPUTED OWNER. 231.86' X x - - >¢ 18.3 FE N 85'43'10" E y� "'- 12/ LISA O'KULA I 0.3's ON- - �s.�"�� � \ Z 411.8 ROBERT DEFRESE I I u X LINEx 160 �'�'� ^ �� I �� / LAND NOW OR FORMERLY OF +16.J At +16.70 I WOODED 7E,1 A R 'rt,s.o J l 1 O'KULA & DEFRESE UND is.e / \ � ♦ I 1 \ WOODED 16.4+ �i /' ♦♦ \ \ +18.4 1 ♦� 1 +13.3 \ 1 \ I 3 / 17. \ 1 M TRANSFORMER I I E ELECTRIC \ N \ -� I to METERS / +,6.1 1 to \ 1 3 I / +�5.8 / / u! I I ' O I I (V \ Ol 124.6' \ / ✓ j' to I / I +72 s , ['= AC O CONCRETE COVER / +12.6 N _- 3�16.65 16.84. I +16.8 �� + I FREBAR OUND LIJ _ _ - - - 18.29 BARN N ® 16.5 ' NO GAS _ - - M � // �\ I / / / FOUND x 0.5'E I M HYDRO ACTION - �j 6 ' / SANITARY TIES I A B I 3 Z 1 SERVICE)17.2+ I/A OWTS c IO TCo +13.4 ., STRUCTUREI Q I All STANITARY \ 48.3' LEACHING POOL 1 27.5' 44.5' of /� �'� SYSTEM // ROOF OVER I I \ LPI� CO� 5 ❑ _-_ CONCRETE . . . . .18.18. LEACHING POOL 2 38.0 44.5 Z Lp 12 / pF��U�EpL ------_- DISTRIBUTION BOX 29.5' 38.0, +1J6 3-- I Z CONTROL I 5 �P� - ,6.5 + +16.32 PANEL & - _ SEPTIC TANK 24.0 28.0 I 1 I( + 14.9' COMPRESSOR DB S '-lJ +17.1 / / _18� \ / +14.6 I I y n�43 / / // \ / SCDHS REFERENCE #: R-23-0283) ' z6.s' E ( y c, / \ \ ( "I," \ 3 . . . . SANITARY y♦ '.-1 gig I I 1 . . . . . . 5 STRUCTURES / _ v 5 I I 1 1 9.06 N '.•r°nZa. . 17.33 / / \ I % \ t7.3+ 2 STORY tea„ f +15.8 �A 3 I DWELLING CLEAN_ // 17.2 / \ / �20/ �' TAX LOT 1000-98-01-1.2 I 22.01 OUTi 17.9 + / \ / / 1 i REPUTED OWNER: / / / \ JA USA CKEON +/61' 1 w w W / \ �22 +12.7 I 3 16.01 I W 1 \ \ � \ / / o��\ / +13.3 / I 116.3 WOOD �\ \ /-- \ / / / \ \ \.3 r ��6' \ J��� /• \ \ LAND NOW KULLORMERLY OF I I I I VE C.E. ENTRY R 3 , / �_ � \ \ / / +12.2 \ / +23.9 I I ti6.4 +15.7 I I 1 SHED \ / I 3 I +15.5 \ / / +14.8 30.1' 15.6 / / �1.70 \ / � +13.) I I PIPE I I / +11.2 / +10.8 / / / FE +13.4 I I ON- LINE_X_ +15.7 I 3 +13.6 / `� / I ' +12.9 X I 1 �- / I +13.3 1 I 15.68 1 +15. 13.9 r I 3 I 15.111 / �, +15.8 � 16.4 / I / "GOLF COURSE I / +14.2 p W TB 15.79.21 3'TTB 1568 14.95 AREA~ / / +16.3 �/ / 1'� 1 45 - - �. +15.9 I I \, / \ I \k / \ 10 / / / / I I 3+15.76 I \ / 1 \ I / ' +13.4 1 / / r I I 3 I M +10.6 // ' / � __ - / �� 1 J- + \ I \ MONUMENT \ ---12 I I N 1' I / 1�' / -� \ J+-11.7 / / �/� \ / I / I 13. I BB 14.30 II I �l 1 ( ^ l ♦ 1 4 0 � OH /I TB 11.73 IN woo OVA 1 +15.81 LtJ I +13.2 \ N \ / %/ -- +,i.,6 I 1 , 1 \ \ I 0 S _ - ���� BB 11.23 12iT2.06 -� W I I +15�\ 1 I ` ' �` \ 1 -- \ \ OH - - TB 12.15 W - 3 a +12.69 13.6 I \ ^ r/ \ ^ /` \ / 16.0 ` -� 15.0 011 - .� B 12.15 +17.4 - I 3 I Q71 I I \ \ +15.6 \ 15.4 _OH \ - TC 12.522 B ,2.2 - - \ +1i.7 \\ \ I I I I I I I + >0 / /� .1 ' \ I ,\h / / __MOOOH ' _ ---� TC 1 61�_ W f_ +12.77 +13.8 off - - - - +141.18 �� W �e , .41 _ I 16.9 i \ ' \ +I +1 .31 I 13.7 I `-' \ ' W J- _ / 16.1 OH�� - +14.52 W =- +14:\ _� OH - - +14.75 W +14.8 / i/\ °H +14.6 I I I 1OOH-- - . - +15.05 W - - ` +12.3 \ � / �' \ 16��OH�- 0� - - - +14.8 I � - 3 / +15.43 _ � °N-- - ` +7 5.1 _---/ == - - / +15.82 W - -_�=- - \ tended t guide in the erection of fences,walls,pools,patios, ddrtlons to bwld g and any other construction, fo re not ♦ � \ / / The s r ♦ / \ \ ,^ \ OH �6' w / e offset o dimensions shown from structures to the property lines are fora specific purpose and use,and there re a ' - 5 / n o ui es w Is ools a n s n o 17.fi + +i6.82 I +114.2\ ♦.♦ +14.6 !� -" '��_ _ _ - ♦ +17 q +16.33 -� w \ I Subsurface and environmental conditions were not examined or considered as a part of this survey, 0�_ W W- +15.5 � Easements,Rights-of-Way of record,if any,are not shown,unless otherwise noted. I \ ♦♦♦♦ '`� / �/ /a I' I +'RIpp,D W W -/ +15.6 Property corner monuments were not placed as a part of this survey,unless otherwise noted. { I \ ♦♦♦ / _'__I_ / / � 1 -��- - K E Or W I \ Certifications on this survey signify that the survey was prepared in accordance with the current existing Code of Practice for Land \ _ +16.72 N -� Surveys adopted b the New York State Association of Professional Land Surveyors,Inc.The certification is limited to persons for I ♦ / /� I � � W - � \ Y P Y Y `♦� �-� __ � / / f +1 �+� _ � - � NEC W_-� � � ` whom the survey is prepared,to the title company,to the governmental agency,and to the lending institution listed on this h6 +16.14 - \ \ survey. OXi OF - � +17.3 \ ` Said certifications indicated hereon are not transferable. APP COURSE LIMIT _-_- / ; off - - - +17.3 I ` FEATURES/ I �,-�- i _ - 11 +15.45 - I +1 s., \ GOLF OF GRADING--- '-_ off 1 L / - ` 18.5 + +17.53 --- OH - - +14.94 / 03/23/26 ADD ELECTRIC SERVICE +14.8 w W +1 s NOTES - _ 03/16/26 WATER SERVICE 03/13/26 ADD SANITARY AS-BUILT INFORMATION W - W I 1) THE PROPERTY APPEARS ON THE MINOR SUBDIVISION MAP FCR THE O'KULA FAMILY AT +16.3 _ -0H� I - +14.95 -f W _ - , �\ / INDIAN NECK, FILED APRIL 1, 1997, FILE #9983. Date Revision 2) ELEVATIONS REFER TO NAVD, 1988. Tax Ma : DISTRICT 1000 SECTION 98 BLOCK 01 LOT 1.3 _ - - +15.02 W - i - +16.0 3) TOTAL LOT AREA= ±14.90 ACRES, MORE OR LESS. \ vid �6 �oH - - - - 4) SNOW COVER AT THE TIME OF THE SURVEY MAY HAVE OBSCURED SURFACE STRUCTURES / \O \ _� w + .20 - - - +15 1a w �� - - ` FEATURES AND CONDITIONS THAT ARE NOT DEPICTED ON THE SURVEY. +17.0 \ O� - - - W �� - - �`'�0 5) AMONG OTHER THINGS, THE PROPERTY MAY BE SUBJECT TO COVENANTS & RESTRICTIONS - - RECORDED IN LIBER 11754 PAGE 812 & LIBER 11784 PAGE 350. LIBER 11784 PAGE 350 PINNA CL E +15.25 W W - - - CITES THAT ALL FUTURE DETERMINATIONS OF YIELD SHALL BE BASED ON A LOT SIZE � _ x - W __ W - - +,s.z CALCULATED AT 14.9044 ACRES, MINUS 25,139 SQUARE FEET (OR 624,096 S.F.) L A N D SURVEYORS L L P - \ +15.62 - 6) THIS SURVEY DOES NOT ADDRESS RIPARIAN RIGHTS OR ESTABLISH THE LIMITS OF TITLE. OVA _ _ W - 7) THE LOCATION OF SUBSURFACE UTILITIES & STRUCTURES ARE UNKNOWN AND NOT \ .9273 off OV-F18. �H \ +16.46 W w � - - / NECESSARILY DEPICTED. IF DEPICTED, SUBSURFACE UTILITIES ARE INDICATED BY SURFACE 4155 VETERANS HIGHWAY, SUITE 11 WW`.PL U.COM +759 RONKONKOMA, NEW YORK 11779 WWW.PLSLI.COM W -� FEATURES, MARK-OUT BY OTHERS AND/OR PRIOR MAPPING. ®zoze vlNNnaeLAND SURVEYORS ua off \\ +17.76 W �� - - - 8) SUBSURFACE & ENVIRONMENTAL CONDITIONS WERE NOT INVESTIGATED OR EXAMINED BY +16.7 PINNACLE LAND SURVEYORS LLP. - - - - - - +19.0 9) SANITARY SYSTEM INFORMATION AND WATER LINES WERE PROVIDED BY OTHERS. BOUNDARY +2°.1- - - - 2Dr TOPOGRAPHIC SURVEY CERTIFIED TO: SITUATE 3375 INDIAN NECK LLC PAUL TH BAL AT P E C O N I C KENNETH BALLATO FIDELITY NATIONAL TITLE INSURANCE COMPANY (#7404-021176) FARM CREDIT EAST, ACA, ITS SUCCESSORS AND/OR ASSIGNS TOWN OF SOUTHOLD SUFFOLK COUNTY, NY THIS CERTIFICATION IS LIMITED TO "TITLE SURVEY" INFORMATION Date Unauthorized alteration or addition to this survey is a violation AND DATA ORDINARILY DEPICTED ON SURVEYS GENERALLY JANUARY 14, 2026 of Section 7209,sub-dwision 2,New York State Education Law. ACCEPTED BY TITLE INSURANCE COMPANIES & FINANCIAL . Hsu:dFvr. INSTITUTIONS IN THE REGION. AS SUCH, PROPOSED INFORMATION, Scale �-- TOPOGRAPHIC DATA, ZONING DATA, PROPOSED FEATURES & n _ � STRUCTURES AND INFORMATION PROVIDED BY OTHERS, IS NOT 1 30 CERTIFIED. Sheet No. r, 1 of 1 Project No. Copies of this survey map not bearing the land surveyor's embossed seal and signature shall not be considered to be a 250468 true and valid copy VIEW: - - -- - PROJECT INDIAN NECK FARMS - - 6( FARMHOUSE RENOVATION GENERAL NOTES ADDRESS TOWN OF SOUTHOLD ZONING ANALYSIS INFORMATION 3375 INDIAN NECK LN PECONIC, NY 11958 ADDRESS: 3375 INDIAN NECK LN, PECONIC, NY 11958 1. ALL WORK UNDER THIS APPLICATION SHALL COMPLY WITH THE 2020 INTERNATIONAL RESIDENTIAL CODE OF NEW YORK STATE,(IBC 2020). TAX MAP # 1000-98-1-1.3 Y 2. NO WORK SHALL PROCEED UNTIL SUCH TIME AS THE TOWN OF SOWTHOLD BUILDING DEPARTMENT HAS ISSUED A BUILDING PERMIT AND A PLUMBING PERMIT. CODE SECTION ZONING DISTRICT CLASSIFICATION: R-80 TOTAL LOT AREA: 14.9044 ACRES, 649,236 sq. ft. 3. THE GENERAL CONTRACTOR CERTIFIES TO THE OWNER THAT HE IS 1A LICENSED CONTRACTOR IN THE STATE OF NEW YORK;SUFFOLK COUNTY AND FULLY INSURED AS REQUIRED BY THE TOWN OF 280-15 PERMITTED/REQUIRED EXISTING PROPOSED COMPLIANCE ARCHITECT SOUTHOLD BUILDING DEPARTMENT. 4. THE PLUMBING CONTRACTOR CERTIFIES 1-0 THE OWNER THAT HE IS')A FULLY LICENSED CONTRACTOR IN THE STATE OF NEW YORK,SUFFOLK COUNTY AND FULLY INSURED AS REQUIRED BY THE TOWN LOT SIZE OF SOUTHOLD BUILDING DEPARTMENT. MINIMUM LOT SIZE: 80,000 sq. ft. 649,236 sq. ft. EXISTING, NO CHANGE YES, COMPLIES �Of��nn17Of��� 5. THE ELECTRICAL CONTRACTOR CERTIFIES TO THE OWNER THAT HE IIS A FULLY LICENSED CONTRACTOR IN THE STATE OF NEW YORK,SUFFOLK COUNTY AND FULLY INSURED AS REQUIRED BY THE TOWN z � OF SOUTHOLD BUILDING DEPARTMENT. MINIMUM RONT YARD: 60 ft. 15 ft. EXISTING, NO CHANGE PRE-EXISTING J m ��� 6. THE GENERAL CONTRACTOR IS TO FIELD MEASURE THE EXISTING CONDIDITONS AFFECTED BY THIS PROPOSED WORK TO CONFIRM ALL DIMENSIONS PRIOR TO PROCEEDING. m p 82 John Street 7. THE GENERAL CONTRACTOR IS TO INFORM FORMWORKS,ARCHITECT OF ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE DIMENSIONS INDICATED DINT THESE DRAWINGS PRIOR TO MINIMUMS IDE YARD: 20 ft• 190 ft. EXISTING, NO CHANGE YES, COMPLIES ISSUED O = CD E�I�, NY 91201 PROCEEDING. o w ' BOTH SIDE YARDS ® ��� ��� REVISED & RESUBMITTED w w U) Info Of®E'PINworks-arch.com 8. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE IWORK PERFORMED BY ALL TRADES,INCLUDING BUT NOT LIMITED TO:PLUMBING,MECHANICAL AND ELECTRICAL MINIMUM BOTH SIDE YARDS: U' � w ���®�°��������� SUB-CONTRACTOR'S AND ANY OTHER TRADES THAT MAY AFFECT THIS PROJECT. 45 ft. 190 ft. EXISTING, NO CHANGE YES, COMPLIES � � NO CHANGES 0 9. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL[LOCATIONS WHERE WOOD BLOCKING AND/OR PLYWOOD BACKING MAY BE NECESSARY FOR A PROPER INSTALLATION. REAR YARD N N MINIMUM REAR YARD: 75 ft. 1,101 ft. EXISTING, NO CHANGE YES, COMPLIES OMITTED - N o 10. THE GENERAL CONTRACTOR IS TO CONFIRM ALL FINISHES WITH THE PROPERTY OWNER PRIOR TO ORDERING AND/OR INSTALLING ANY FINISH MATERIALS. w N O LIVABLE FLOOR AREA SHT. NO. TITLE ¢ M oo r` -, , - 11. THE GENERAL CONTRACTOR AND HIS ELECTRICAL SUB CONTRACTOR ARE RESPONSIBLE FOR COORDINATION OF ALL ELECTRICAL DEVICES INCLUDING BUT NOT LIMITED TO SWITCHES,GFCI OUTLETS, MINIMUM FLOOR AREA: 850 s ft. 2,080 sq. ft. 2,080 s ft. YES, COMPLIES o 0 0 ° + �S r„ II ]I Ili -- RECESSED LIGHTING,SURFACE MOUNTED LIGHTING,JUNCTION BOXIES,ETC. q' q' C�C� 12, THE GENERAL CONTRACTOR AND HIS PLUMBING SUB-CONTRACTOR!ARE RESPONSIBLE FOR THE COORDINATION OF THE PLUMBING FIXTURES,INCLUDING BUT NOT LIMITED TO SINKS,FAUCETS, LOT COVERAGE ry TOILETS,SOAKING TUB,SHOWER CONTROLS,SHOWER DRAIN,ETC. MAXIMUM LOT COVERAGE: 20% 129 847.2 s .ft. >1% 2,059 s . ft. >1% 3,659 s .ft. YES, COMPLIES G-001.00 PROJECT LOCATION SITE PLAN &ZONING DATA i_rl� AUG 2 3 792 q ) q ) q ) O � , ,� 80,0nIrI ,)�„ 13. THE GENERAL CONTRACTOR IS RESPONSIBLE TO VERIFY WITH HIS PLUMBING SUB-CONTRACTOR THE SIZE OF THE EXISTING HOT WATER HEATER(HWH)AND WHETHER THE EXISTING HWH WILL BE OF BUILDING HEIGHT G-002.00 GENERAL NOTES, ENERGY TABLE &STRUCTURAL DESIGN CHARTS - Q 7,m''.,L„ , SUFFICIENT CAPACITY TO SUPPORT THE ADDITIONAL HOT WATER DEMAND FOR THE MASTER BATHROOM. IF DEEMED INSUFFICIENT,THE GENERAL CONTRACTOR WILL SUBMIT TO THE OWNER A MAXIMUM BUILDING HEIGHT: 35 ft. ±24 ft. EXISTING, NO CHANGE YES, COMPLIES G-003.00 HOLDOWN, ANCHOR BOLT, STRAPPING, NAILING DETAILS & FASTENING SCHEDULE Q SEPARATE PRICE QUOTE TO REMOVE AND REPLACE THE EXISTING HIWH WITH A NEW ONE OF SUFFICIENT CAPACITY. 14. THE ELECTRICAL SUB-CONTRACTOR IS RESPONSIBLE FOR OBTAININIG AN ELECTRICAL ROUGHING INSPECTION APPROVAL FROM AN INDEPENDENT FIRE-UNDERWRITER'S ELECTRICAL INSPECTOR. NUMBER OF STORIES G-004.00 FRAMING GRAPHICS, BEAM CONNECTION PATTERNS, & FIREBLOCKING DETAILS Q MAXIMUM N0.OF STORIES: 21/2 stories 2 stories EXISTING, NO CHANGE YES, COMPLIES APPR VED A,S DOTED 15. THE ELECTRICAL SUB-CONTRACTOR IS RESPONSIBLE FOR OBTAININIG A FINAL ELECTRICAL INSPECTION AND AN UNDERWRITER'S ELECTRICAL CERTIFICATE FOR THE NEW WORK APPROVAL BY AN INDEPENDENT FIRE-UNDERWRITER'S ELECTRICAL INSPECTOR. DM-101.00 FIRST& SECOND FLOOR DEMOLITION PLANS O O 'DATE /J; B.P.# 16, THE GENERAL CONTRACTOR SHALL SUBMIT TO THE OWNER'S THE ORIGINAL(GREEN)FINAL UNDERWRITER'S ELECTRICAL CERTIFICATE FOR SUBMISSION TO THE TOWN OF SOUTHOLD BUILDING FEE: �7 P'Y: �- DEPARTMENT. A-101.00 FIRST&SECOND FLOOR CONSTRUCTION PLANS Q Q NOT[ Y BUILD!N�3 ��F.PARTNIENT AT 17. THE GENERAL CONTRACTOR AND HIS SUE;-CONTRACTOR(S)SHALL(MAKE ANY AND ALL CHANGES TO THEIR WORK AS DEEMED NECESSARY BY THE TOWN OF SOUTHOLD BUILDING INSPECTOR AT NO FOUNDATION & ROOF CONSTRUCTION PLANS 765-1 02 8 AM TG - F` Ai FOR THE ADDITIONAL COST TO THE OWNER. A-1 OS.00 r- �,NS: FOLL WING INSP�CTI..�I � A-201.00 BUILDING ELEVATIONS 1. F NDATION - TWO R-7QUIRED 18. ALL NEW CONVENTIONAL WOOD FRAMING'MEMBERS SHALL BE DOUIGLAS FIR-LARCH#2 MINIMUM,NO EXCEPTIONS. O O F POURED CONCRETE AREA CALCULATIONS: EXISTING PROPOSED A-301.00 BUILDING SECTIONS O O 2. R UGH - FRAMING & PLUM2ING 19. WRITTEN DIMENSIONS SHALL TAKE PRECI=DENCE OVER SCALED DIMAENSIONS AND DETAILED DRAWINGS OVER SMALLER SCALE DRAWINGS. FIRST FLOOR AREA 1,450 SF NO CHANGE 3. IN ULATION A-302.00 BUILDING SECTIONS O 4. FI AL - CONSTRLICT;ON MUST 20. THE GENERAL CONTRACTOR SHALL VERIFY&BE RESPONSIBLE FOR ALL EXISTING DIMENSIONS&CONDITIONS ON THE JOB. THE ARCHITECT'S OFFICE MUST BE NOTIFIED OF ANY DEVIATIONS OF THE DIMENSIONS AND CONDITIONS INDICATED ON THESE DRAWINGS. SECOND FLOOR AREA 630 SF NO CHANGE A-401.00 DETAILS, SCHEDULES & PLUMBING RISER DIAGRAM O O BE COMPLETE FOR v.O. ALL ONSTRUCTICN SHALL MEET THE 21. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING &PROTECTING AGAINST WIND&STORM DAMAGE,BREAKAGE,COLLAPSE,DISTORTION AND MIS-ALIGNMENT OF ALL AREAS TOTAL HABITABLE FLOOR AREA 2,080 SF NO CHANGE REO IREMENTS OF THE CODES OF NEW AFFECTED BY THIS ALTERATION. GARAGE AREA 609 SF NO CHANGE E-101.00 FIRST& SECOND FLOOR ELECTRICAL PLANS O YOR STATE. NOT RESPONSIBLE FC' DESI MN OR CONSTRUCTION ERRORS. 22. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDIING ACCURATE"AS-BUILT"DOCUMENTS OF ANY CHANGES MADE DURING THE COURSE OF THIS RENOVATION. BARN AREA 0 SF 1,808 SF FILED UNDER SEPARATE APPLICATION 23. THE GENERAL CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR THIE RESTORATION,REPLACEMENT AND/OR REPAIR OF ANY AND ALL AREAS THAT WERE DAMAGED BY HIS OWN WORK FORCE AND ANY OF HIS SUB-CONTRACTORS DURING THIS CONSTRUCTION. LOT COVERAGE 2,059 SF; >1% 3,867 SF; >1% TOTAL BEDROOM COUNT 5 4 ISSUE DATE NO. DATE DESCRIPTION 1 03.22.22 ISSUE FOR DOB FILING 10"I. 2 08.01.22 REISSUE FOR DOB FILING ., ''4 - � , f k a M Y I i k 1�� fr 4'- J, y.,.. d :"r^ • a. r ,t. a: g„ s F 1. ;.I "' ..I•i '�`R b i �}g Tu a. ,�Y �yyw t,, ,41' ....- Y J t �f ri f AI Y` e #' W :s b tt' �', i d f kc I F tau iaF. I 4 p E `. .mom a r \,. LAND NOW R F h� O ORI a . ea\. ,\ �, ,t. a 3' ._. 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I. � a 4 5 n i�b. w, PROJE CT LOC ATION SITE E" ' c z w Y ° N . I - d 5 8 '''^ ro 2 5• �,. t; 1 k t x I - 1, - . . � �` ; ; , _:{� 1 �` PLAN & ZONING DATA k .. , 1 , 2 '_ __-�--� ,0 p,D -_ ---_�_ NECK E�LECTRICA L SEAL & SIGNATURE DATE: 06/05/2021 .44 „ W 1Np\ PAN LOCATION OF PROPERTY � ISPECTIO�'v REQUIRE[ `.. PROJECT NO.: -__GE DF ,5NT 78 ,p0 �,;- -1, DRAWING BY: HG �p -_�- E D s PL UMBER � a.. �1\ t4 CERTNFICATIO �`��RoR -`� ON LEAD CONTENT BEFO � �o� `'�' ` ' �\ CHK BY: JB �o PLt�MB�NC CERT/FICATEOFG°CCUF'An, ., � , 1,,� ` DWG. NO.: ,r SITE PLAN LOCATION MAP socD :, -�, 1 ALL PLU`.OING 1NAStE,:':� ER USED IN WA 1 E '�`I «r; f _ 2 1"=100'-O" 1 1"=100'-O" . &WATER LINES NEED1f,- SUPPLYSYST �' TE$TING'BEFOR,F-0VERItJC� EII�CANNp '0794 .l G-001 .00 . EXCEED 2110 OF 1% L EA ���; <� . CAD FILE NO. PAGE 1 OF 6 ¢¢ I \ I PROJECT NOTES �k S�E�II-I(ATIONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS GLA55 WINDOW5 AND DOORS A55RE x/(ATI Obis INDIAN NECK FARMS IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 875) UNLE55 THE PROV151ON5 OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE 1. ALL GLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. FARMHOUSE RENOVATION T GETHF-R AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD INSUL. INSULATION PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. GLAS5 DOORS AND WINDCHS SHALL NOT BE INSTALLED UNTIL PROPER ADDRESS SPEGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE Ia" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED CLEARANCES ARE PROVIDED. BFE BASE FLOOD ELEVATION INT. I INTERIOR 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR _ 3375 INDIAN NECK W GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 5. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED BLDG. BUILDING fC KIPS (1000 LBS) PECONIC, NY 11958 GENERAL 5. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT WITHIN M" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, I. No WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EAL/INSULATION. SIZE OF SILL TO BE (2) 2"x6", UNLE55 (1) 2"x6" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD UNLESS OTHERWISE NOTED. BM BEAM MANU. SPEG.'s MANUFAGTURER'5 SPE(,IFICATION5 APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME GONSTRUGTION MANUAL AND THIS PS FORMAT, AS APPLICABLE AS A DERIVED WORK). 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 2. O. BOTTOM OF MAX. MAXIMUM 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TEGO" OR MANUFACTURER'S SPECIFICATI,ON5. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MEGHANIGAL STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. ALL WINDOWS TO BE GAUL<ED AND SEALED AS PER NEW YORK STATE ARCHITECT 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL ENERGY CONSERVATION GONS')TRUGTION CODE. B.O.W. BOTTOM OF WALL MIN. MINIMUM 3.ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOG�AL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING IF AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH Le8. 6. PROVIDE FLASHING PAN5 UINDER ALL SLIDING GLASS DOORS, WINDOWS, OR G.J. CEILING JOIST NAVDbB -� NORTH AMERIGAN VERTICAL DATUM OF Ig88 b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ANY OTHER TYPE OF GLASS U1NIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. FOvmw(who 4. ALL UNNOTED OR NON-VISIBLE EASEMENlTS ARE THE RESPOMl51BILITY U.O.N. H. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, COL. COLUMN NYG BG NEW YORiG CITY BUILDING CODE OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 7• ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL 1. ALL BEAMS, GIRDERS, ETC. To HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. �GONT. CONTINUOUS O.G. ON CENTER 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOBS CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE IPROGEEDING g MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 8. ALL GLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 WITH THE WORK. GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. DBL. DOUBLE OGG. OCCUPANCY q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE To BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DFE DE51GN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION 82 John Str®®4 6. No DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM 'SHALL BE MADE P.T.T REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-q9. q• ALL WINDOWS To BE AND R5EN. IF CONTRACTOR 15 TO SUE35TITUTE WITH Broo6SDyPBr NY 11201 UNLE55 APPROVED BY THE ARGHITECT/ENGINEER. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH f DIM. DIMEN51ON P. GONG. POURED CONCRETE ���� ���2685 -1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 0-005. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A I qO.1 STRUCTURAL GLUED LAMINATED THE GHARAGTERISTIGS OF THE ANDERSEN WINDOW SPECIFIED. THE p� � p°�Vy®p'��=�p��p,�� BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, I D.J. DECK JOISTS 11 PL. I PLATE formworks-arch.com FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING, U-FACTOR, LIlOHT AREA, VENT AREA, AND EGRESS 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED REQUIREMENTS. EA. EACH PLYWD. PLYWOOD OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 10. WINDOWS IN TUB/SHOWER EINCLOSURES AND WITHIN STAIRWAYS SHALL BE ELEV. -� ELEVATION rP.T. PRESSURE TREATED q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING NAILING AS PER FASTENING SCHEDULE ON PAGE 0-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS TEMPERED GLASS. 10. OWNER EQUIP. EQUIPMENT REQ'D REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 11. EXTERIOR GLAZING SHALL FE PROTECTED FROM WINDBORNE DEBRIS. APPROVED EQUAL. EVALUATION REPORT. GLAZED OPENING PROTECTION14 SHALL MEET THE REQUIREMENTS OF THE LARGE EXIST. EXISTING Ri RISER 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA MISSILE TEST OF ASTM Elggb SAND ASTM EO,56 AS MODIFIED BY 2020 NYS BG AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES SECTION 301.2.1.2.1. GARAGE D)OOR GLAZED OPENING PROTECTION SHALL MEET EXT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. THE REQUIREMENTS OF AN AFFROVED IMPACT-RESISTANT STANDARD OR UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF ANSI/DASMA 115. F.A.I. FRESH AIR INTAiGE R.R. � ROOF RAFTER 12. THE ARCHITECT IS NOT RETAINED FOR 5UPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 8'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO 11 STL. STEEL NGY. SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORT. A THICKES5 OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OGGUPA' 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE BE PERMITTED AS GLAZING PRROTEGTION. PANELS SHALL BE PRECUT AND F.A.V. FRESH AIR VENT S.V. SMART VENT 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL G-005. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED ATTACHED TO THE FRAMING 55URROUNDING THE OPENING. PANELS SHALL BE TIMES. AT THE COMPLETION OF WORK, THE S REA50NABNTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE PREDRILLED AND SECURED WIITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR TBD J TO BE DETERMINED RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND [LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PER THE ANCHORAGE METHOD) SELECTED IN ACCORDANCE WITH TABLE BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TP[ I NATIONAL DESIGN STANDARD FOR METAL PLATE R301.2.1.2. ATTACHMENT HARE-)WARE SHALL BE FERMAENT FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED CLASS CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, CORROSION-RESISTANT AND TrHE ANCHORS SHALL BE PERMANENTLY INSTALLED 15. THE CONTRACTOR SHALL CARRY WORiG;MAN'S COMPENSATION AND GENERAL 1-1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. ON THE BUILDING. F.J. FLOOR JOISTS THK. THIGK LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES I5. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 056 SPECIFICATION FOR GYPSUM FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM G3-1 SPECIFICATION FOR GYPSUM LATH, OR ASTM G79 PLUMBING FRCE -� FLOOD RESISTANT GONSTRUCTION ELEVATION Tr -� TREAD THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AMP THE WORK OF SPECIFICATION FOR GYPSUM SHEATHING BOARD. I. CONTRACTOR SHALL INSTALIL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) T Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. FR. FRAME TYP. TYPICAL COMPLETION OF PROJECT. AS PER PAGE 0-003. 1.-1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED ARGHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL55.6 HARDBOARD SIDING. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLLUDING ACCORDANCE w/AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 3. ALL WATER PIPING To HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION FTC. FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER La STRUCTURAL PANELS: AND AT BASE OF VERTICAL WAASTE PIPES. THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS cOR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR (DEATH OR TO ABSORBS No MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, Lal PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 4. USE 4" CAST IRON THROUGHI FOUNDATION WALL AND PITCHED AT 1/5" PER CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE FOOT. H.D. LD DOWN INJURY ATTRIBUTABLE OR DESTRUCTION IN TANGIBLE PROPERTY (OTHER 'THAN THE WORK w/ WITH ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). ((B) IS CAUSED MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (PS 1) CONSTRUCTION AND HO ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. GENERAL TRAP AND WASTE: SIZES AS FOLLOWS,UNLE55 OTHERWISE NOTED: HDR HEADER WD. WOOD WHOLE OR IN PART BY ANY NEGLIGENT ACTT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR - DISH WASHER..........................................2' CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR IINDIREGTLY WOOD-BASED STRUCTURAL- USE PANELS,APPLICABLE CODE - KITCHEN SINK.........................................2" HNCR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS A1NY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. - LAVATORY................................................ .............. .. 2" BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IMI PART BY A A. TRUSS JOIST McMILLIAN I.qE MIGROLAM - SHOWER/TUB.................... ... . ..2" HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.0E G-P LAM 1.8.2. ORIENTED-STRAND BOARD (05B), WAFERBOARD ORIENTED-STRAND - TOILET........................................................5" 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTi 10N INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET - LAUNDRY ..................................................2" BUT NOT LIMITED TO FORM-WORK, BLOCK-•WORK, FRAMING, NAILING, PLACING A. TRUSS J015T MGMILLIAN 2.0E PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY FLOOR DRAIN...........................................5' OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL- USE LUNTARY PA ELLS OR DUCT 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED To 4" INSULATION � FENESTRATION REQUIREMENTS A LI SURE THEY ARE IN ACCORDANCE KITH THE DRAWINGS, 'SPECIFICATIONS, 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GORE EVALUATION REPORTS. THROUGH ROOF. APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, AND SPECIFICATIONS OF T WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL -1. PROVIDE FROST-PROOF HO°SE BIBS WITH EA51LY ACCESSIBLE DRAIN 4 AUTHORIZATION OF THE ARGHITEGT/ENGINE'_ER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY DRAIN GOGKS AS REQ'D. H05EE BIBS SHALL BE PROVIDED WITH BAGKFLOW COMPONENT PROPOSED DESIGN CODE PRESCRIPTIVE VALUE COMPLIES REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE PROTECTION. VALUE CITATION (PER 2020 NY5EGGG) N THE CONTRACTOR SHALL BE RE5 FOR ANY SHOP DRAWINGS 25• NOTCHES IN THE TOP OR BOTTOM EDGE OF SOL!D SAWN RAFTERS SHALL EVALUATION REPORT. NEEDED,UNLESS OTHERWISE SPECIFIEED.D. ABLE I_L DIMENSIONS AND CONDITIONS NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAF;"'R SPAN. NOTCHES IN THE 8. WASTE FROM CLOTHES WASF?ERS AND LAUNDRY TUBS ARE TO BE PROVIDED PERTAINING ARE TO BE FIELD VERIFIED. MAX.U-VALUE . 0.32 ISSUE DATE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE:-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS WITH BACK FLOW PROTECTION!. u-VALUE = 0.25 FENESTRATION U-VALUE AIR LEAKAGE = 0.3o GFM/5F MAX.AIR LEAKAGE = 0.30 GFM/SF YES RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI14.1 CELLULOSIC PER R402.4.3 b TABLE R402.1.4 -CLIMATE ZONE 4 WHICH H INTERFERE T I REMOVE 4 RELOCATE A5 REQUIRED ALIL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G205 STANDARD SPECIFICATION FOR q. THE WATER SUPPLY AND SA'kNITARY SYSTEM SHALL COMPLY WITH LOCAL _ NO. DATE DESCRIPTION WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LAKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DE'='TH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. HEALTH DEPARTMENT 5TANDA!.RD5 AND REGULATIONS. MIN.R-VALUE a 4q 03.22.22 ISSUE FOR DOB FlLING HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. CEILING R-VALUE R-4q BATT INSULATION PER TABLE R402.1.2 -CLIMATE ZONE 4 YES 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTrURER'S La.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN 10. APPROVAL AND IN5PECTIO)N 15 REQUIRED BY LOCAL JURISDICTION PRIOR - SPECIFICATIONS, UNLESS NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT 13E LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. TO CONCEALMENT OF PLUMBIN4,5. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF EXTERIOR LL R-)WOOD MIN. TA13LER-VALUE = 20 (CAVITY) 22. PROVIDE FIREBLOGKING A5 PER NEW YORK AGGE551BILITrY STANDARDS. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I FRAME WALL R-VALUE R-21 BAIT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL 11. NOTCHING AND BORING OF `:STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. -- 7 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AOAIN15T ANY HOLES SHALL NOT EXCEED 40961 OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENT5 AS SET FORTH IN APPLICABLE GORE EVALUATION NO NOTCHING AND BORING OF`STRUCTURAL MEMBERS SHALL BE PERMITTED VALUE R-3o GATT INSULATION MIN R-VALUE . Iq UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. NOR ANY POTENTIAL DAMAGE: THEREOF. FLOOR R- PER TABLE R402.1.2 -CLIMATE ZONE 4 `' COPYRIGHT PROTECTION ACT OF Iggo (AVqGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL *WINDOWS TO BE FLEETWOOD 3000T CASEMENTS/FIXED/AWNING 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, ELECTRICAL: COMPLIANCE STATEMENT: I. ALL NEW WORK PERFORMED SHALL CONFORM To THE 202C) NEW YORK NOTES, AND TABLES ON PAGE 0-005 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND 5PECIFIG4T!ON5 ARE IN STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). TO 201"1 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 IR`1 NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020) NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING ENERGY CONSERVATION CONISTRUCTION CODE. STATE ENERGY CONSERVATION CONSTRUCTION CODE. SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEC.'s). ASME BI8.2.1 SQUARE AND HEX BOLTS AND 5GREW5 (INCH SERIES). 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, GCNNEGTION5 OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. COMPLETION OF WORK. WOOD FRAMING, AND CONNECTION To FOUNDATION - 201,5 INC= FRAME 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES REVISION HISTORY. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ,A550GIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN 3. SMOKE DETECTORS, IN COMFORMANCE WITH NFPA-72: (AF4PA) AMERIGAN WOOD COUNCIL (AWC). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL W/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, - GENERALLY, VERIFY OPR PROVIDE HARD WIRED NO. DATE DESCRIPTION TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS SMOKE DETECTORS Po/BATTERY BACK-UP IN: TABLE R501.7 5, ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW'IYORK STATE WALL w/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. CLIMATIC a OEOORAFHIC DE51ON CRITERIA PLUMBING CODE. SECURE w/(2) 1/2" 4' ANCHOR BOLTS (4" LONG EXPANSION BOLTS © A. EACH SLEEPING ROCOM ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS EXIST. WALLS 4 12" LONG HOOKED BOLTS @ NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND 4. ALL MECHANICAL WORK SHALL CONFOIR.M To THE 2-020 NEW YORK STATE POSTING @ G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (0 MIN. 16" GAGE ARE SPECIFIED, MINIMUM A5TM A653, 5TRUCTURAL QUALITY, B. OUTSIDE OF EACH SEEPARATE SLEEPING GROUND SNOW LOAD 25 LBS MECHANICAL CODE AND 2020 NEW YORK. STATE FUEL GAS 0:00E. WIDE 5 COURSES OF SOLID BRICK MASONRY CENTERED © POSTING, U.O.N.). GRADE 53 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL AREA IN THE IMMEDIATrE VICINITY OF HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY THE BEDROOMS ((GENERALLY ENEALLY THE HALLWAY) ALLOWABLE 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC IN A 5HEARALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 130 MPH W CODE, NFPA '10 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. G. EVERY LEVEL OF DPWELLING CONSTRUCTION CODE. U.O.N. WITH TOP GAPS a STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG (BASMENT, FIRST FLOOM.., 4 SECOND FLOOR, ETC.) RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B W/6" RISE 4 w/(2) 3/4",P BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F NAILS, STANDARD L/180 SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. W/NO FINISHED CEILING ATTACHED TO RAFTERS SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 5-003. SEISMIC DESIGN CATEGORY B 0- ENERAL HIND PROTECTION CONNECTION NOTES: 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL MECHANICAL, FUEL GAS: INTERIOR WALLS 4 PARTITIONS H/180 ONSTRUGTION;55TD 10-qq AND 2018 SBG HIGH WIND EDITION WOOD FRAME SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE WEATHERING SEVERE GYPSUM WALL BOARD AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE ONSTRUCTION FLOORS 4 PLASTERED CEILINGS L/560 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT MANUFACTURER'S CODE EVALUATION REPORTS. FROST LINE DEPTH I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, COMPOUND METHOD. NYS MECHANICAL CODE AND FUEL GAS CODE FLOORS, STUDS AND ROOF FRAMING .SHALL BE PROVIDED. 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 ALL OTHER STRUCTURAL MEMBERS L/240 2. APPROVED CONNECTORS, ANCHORS AND OTHER FAST'ENINIG DEVICES NOT 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS WOODSCREW5 (INCH SERIES). TERMITE MODERATE TO HEAVY INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2 C,506 OF IBC, SHALL OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE EXTERIOR WALLS W/ DRAWING STATUS BE USED IN ACCORDANCE W1TH MANUFACTURER'S RECOMMENDATIONS. DEEMED APPLICABLE. PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES 3. METAL PLATES, CONNECTORS, SCREW`:!, BOLTS AND NAILS EXPOSED 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT GORRO)510N IN COASTAL (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET DOB ID NUMBER: AREAS SHALL BE 5TAINLES5 STEEL OR HOT DIPPED GALVANIZED. IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS I� TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. STRUCTURAL DESIGN LOADS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH 'To EACH PAIR OF ALL OPENINGS. USE LIVE LOAD DEAD LOAD RAFTERS. IF 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-005. 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. EXTERIOR B GO 5 40 psf 15 psf 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 4V' AND EVERY 16" WITHIN W OF EXTERIOR CORNERS. INSULATION DECKS 40 psf 15 psf I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. PA55ANOER VEHICLE GARAGES 50 psf AS PER PLAN TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. EBOLT DIAMETER FOIL TO BE PLACED TOWARD WARM SIDE. TALE OF illAND 3"x5"x�" WASHERS. A MINIMUM OF ONE ANCHOR: B ATTICS WITHOUT STORAGE (MAX CLEAR HOT BOLT SHALL BE PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION < 42") 10 psf 15 psf BOLT5 SHALL HAVE A MINIMUM EMBEDMENT OF Ill IN CONGRETE/MASONRY WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY GENERAL NOTES, ENERGY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN[ 12" OR CORNERS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf AND AT SPACING NOT EXCEEDING 4' ON CENTER. FOUNDATION WATERPROOFING. TABLE & STRUCTURAL 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE A5 FOLLOWS: ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf DESIGN CHARTS - q" R-50 FOR FLAT CEILINGS - &.25" R-50C FOR VAULTED AND CATHEDRAL CEILINGS SLEEPING ROOMS 50 psf 15 psf - 3.5" R-IS FOR 2"x4" WALL CONSTRUCTION SEAL & SIGNATURE DATE: - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION STAIRS 40 psf 15 psf PROJECT NO.: - 5.25" R-21 FOR FLOORS GUARDRAILS AND HANDRAILS 200 psf 15 psf ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 sf 15 P I DW . NO.: h 5f FOR LATH. ry.,.- :n; {r *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH '` ASGE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) 1' �4' T-,1 �";V.� G-002.00 '"^-- CAD FILE NO. PAGE 20F12 TYF I G A L NA IL IN O/STRAAFFINO R E O UIR E M E N TS FOR PROJECT HOLDOVN DETAILS sEIG� Ev INDIA N NECK FARMS ALL HARDWARE TO BE INSTALLED AS PER MANU. 5PEC.'s;MANUFACTURER UPLIFT/ SHEAR/ LATERAL NI NC) RESISTA NOTE: THIS SGHEDULE DE NO NE NAINC FOR METAL FRAMING STRAPS FARMHOUSE RENOVATION SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PACE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, ADDRESS AND ROUGH OPENING FRAMING REQUIREMENTS) 3375 INDIAN NECK IN "ALL STRAPPING TO BE V4."x 20 OAUOE** -- "SIMPSON" EQUIVALENT - C520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE PECONIC, NY 11958 P11-15E IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SGHEDULE AS PER AWG 2OL5 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.0 �fOLDOI��IN 'A' I'�OLDOWN B CONNECTION A DESCRIPTION FASTENER SPEC. FASTENER NA I L I NO OR ID D AND QUANTITY SPACING FOR NEW $ EXIST. FOUNDATIONS 00 GE I I NG FRAMING ARCHITECT �ry I. DIM's ARE ALL MIN.Vs BASED ON USE OF ONLY A Ibd ENDWALL ENDWALL COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER RAFTER (5) 2x FULL (5) 2x FULL CORNER STUD AT RAFTER TO RI DOE �ry 2 2.WOOD IS A55UMED TO BE D F,#2 a BTR. IN DRY USE CORNER S'1rUD C HEIGHT STUD HEIGHT STUD R.R. - SERVICE CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE G-005 PER JOIST CONNECTED TO TRANSFER SHEAR 3. SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL TRANSFER SHEAR X J� (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL CEILING J015T TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 6-005 EACH LAP �O� ��6 "SIMP5ON" HDQB FOR STRAP - 3 g d COMMON cv HOLE5,5ET NEW MEMBER. HOLDOWN ANCHOR G NAIL COMMON 2-I6d COMMON NAILS © EA. END OF STRAP. CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) �1-16d COMMON EACH LAP 82 John Street �! NAILS c0 6" O.G. $ LOCATIONS NOTED NAILS ® 6" O.G. $ �• 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED ON PLANS 10" O.G. IF BLOCKED 10" D.G. IF BLOCKED CORNER P05T FOR ROOF SLOPES UNDER 5:12 WITH ?- • 5.SEE SECTION b FOR ANY REQ7 TO CLINCH THE NAILS(TO Brooklyn, NY °�®1 G.J. G. TIES TIGHTLY BOND THE END OF THE NAIL TO A q0°ANGLE,SEE COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 0-003 PER TIE CORNER POST ROOF SPANS OF 24' OR GREATER, 212 ° USE 4 8 d COMMON NAILS � GRAPHIC BELOI^) �������® o���e�� "SIMPSON" HDQB N b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY EA. END OF STRAP FOR ROOF BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END � �® �m���•�� HOEDOWN ANCHOR ® SLOPES OF 5:I2 AND GREATER. SECTION 12.4 -PLACEMENT OF NAILS $ SPNCES $ TABLE LOCATIONS NOTED ° , GR 4-I. ON PLANS d RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END GONNEGTION BI B2 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING HOEDOWN INSTALLATION OPTIONS: GONNEG'ff"ION: 62 TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON ' PER FOOT FOR NEW P. GONG. FOUND.'s FOR STRAEP - 5 8 d COMMON NAILS HOEDOWN CAST IN PLACE w/ THREADED ROD "• EA. END OFF STRAP: TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST P GONG OR NEWLY GURRED FOUND , see WHEPV IN TOWN OF ISLIP OR NAILING 1 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE M5 GEOIMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY MAX:. NAILING GRID ABOVE UTILIZE STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. ADHESIVE), $ FOR TEMP.'s O°F-40°F USE "SIMPSON" AT I SIMP'SON # H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH AGRYLIG ADHESIVE) 7HEADER TO HEADER (PAGE-NAIL) 16d COMMON IV' O.G. ALONG EDGES FOR TOENAILING - 5 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID $ CAST IN PLACE HOLDOWN USE SAME CONNECTION FOR G.J. TiO R.R. - �I I6d COMMON NAILS w/'1/8"� THREADED ROD BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-16d COMMON PER FOOT REQUIREMENTS FOR 1,2 RAISED G.J.'5 (WHEN AT G.J. TO G.J. CONNECTION: ENDJ0I5T, or BLOCKING (FACE-NAIL) APPLICABLE) FOR EA. PR.ATE TO STUD ABOVE $ OR BELOW _2— _Il id COMMON NAILS FOR G.J. TO G.J. - 16 d COMMON NAILS FLOOR FRAMING EQR -FOUINDATIONIST FOR NEWLY POURED GONNEGTION GI s G2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-8d COMMON PER JOIST FOUNDATION @ ONE STORY ONLY (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END HEIGHT STUD CORNER STUD CONNECTED TOTRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END "SIMPSON" HDQB (5) 2x FULL G2 TO STUD CONNECTION: BLOCKING To SILL or HOLDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD TOP PLATE (TOE-NAIL) 5-I6d COMMON EACH BLOG'K LOCATIONS NOTED NAILS 9 6" O.G. $ ON PLANS CORNER POST O.G. IF BLOCKED GI FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST C NAILS © EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-8d COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE $ OR 2-I6d CCWCN BELOW - 2 I& d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST NAILS ® O.C. BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT ROOF SHEATHING d 4 STRUCTURAL PANELS: a INTERIOR ZONE &d COMMON 6" EDGE / 12" FIELD BLOCKING CKING PERIMETER EDGE ZONE s ad COMMON 6" EDGE / 6" FIELD ' a "51MP50N" ST D14RJ CONNECTION DI D2 GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. HOEDOWN INSTALLATION OPTIONS: ® EA.BAY ISSUE DATE UP TO q" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s HOLDOWN CAST IN PLACE w/ V5'4 THREADED IROD FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s AT STUCK TO FLOOR ASSEMBLY TO SILL GE I L I NG SHEATH I NO 1 03.22.22 ISSUE FOR DOB N0. DATE DESCRIPTION 7/8"T THREADED ROD (PRE-DRILLED) UNO. EED 12" INTO PLATE(Q) CONNECTION: �2 FILING CONCRETE w/ "SIMPSON" 51=T(HIGH STRENGTH EPDXY 2R�!"r x i GYPSUM WALLBOARD 5d COOLERS l" EDGE / 10" FIELD ADHESIVE), $ FOR TEMP.'S O°F-40°F USE "51MP°SON" AT CORNER FOR STRAP- - 3 8 d COMMON NAILS @ EA. (HIGH STRENGTH ACRYLIC ADHESIVE) ONE SPECIFIED#4 R I END OF a,,TRAP (WRAP STRAP UNDER SILL PL.) WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK TYP. FOUND. NOTE FOR EA. ("'LATE TO STUD ABOVE $ OR BELOW - FILL TOP 2 COURSES SOLID $ CAST IN PLACE IHOLDOWN THREADED ROD _ _ _ d COMMON NAILS STRUCTURAL PANELS 8d COMMON 6" EDGE / 12"' FIELD a d ALTERNAVE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10"' FIELD d ° FLOOR GCONNEGTION w/ # LPT4 SIMPSON (OR STRAP w/(E NA I L I NO/STRAFE'I NO (PW 11��01�1/ OOR HEADER STANDARD OF STANDARD/ALTERNATE EQUAL) (9 PLATFORM TO SILL PLATES NAILS® EA.END --- - OF EA. STRAP TO EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) ALTERNATE USE SIMF50N H2.5A) NOTAATI ON: STRUCTURAL PANELS: A - NUMBER OF 8d NAILS ® EA. END OF STRAPPING (201,5 WFGM, TABLE 51, P. ISq) GONNEGTION E I B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (20115 WFGM,TABLE 5.258 GREEATERR THAN I": IO, P. 20 I" LE COMMON 6" EDGE / 12"' FIELD REVISION HISTORY / G - N1IUMBER OF FULL HEIGHT KING STUDS ® EA. 51DE OF HEADER (201& WFGM,TABLE 5.25G, P. 212; d COMMON 6" EDGE / 12"' FIELD 0. DATE DESCRIPTION AALTERNATE AS PER TABLE 5.25D,P. 2615) D - NCMBER OF Mod NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE I - NAILING REQUIREMENT5 ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. ( ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 RIEDUGED. A I� U E - NUUMBMBER OF JACK STUDS TABLE 3."I,P. 18q) AT STUD TO FLOOR ASSEMBLY TO SILL D5 ® EA. END OF HEADER(2018 WFGM, TABLE 3.22F,P. 288) � PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER F - NUUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK STUD To END OF SILL(5) © EA. SIDE ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (� ((DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 5.8, P. I11) , a ,a a ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. A .4° x 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B E ° ° ° ° ° d FOR STRAP - 8 d COMMON NAILS ® EA. 3 NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. END OF STRAP (WRAP STRAP UNDER SILL PL.) - FOR ROOF SHEATHING WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON[ EACH _ FASTENING SGHEDULE B ° < °g d a 1 SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE I- ROIUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ° d n ° 4 FOR EA. PLATE TO STUD ABOVE $ OR BELOW - USED. ON ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) d COMMON NAILS A NOTATION RCJUGH A B G D E F G OPNG 2'-0" 2 I I I I I DRAWING STATUS 4'-0° 4 I 2 2 2 2 S F L I Cl I NO OF TO F F L ATIE BRAG I NG/STRAPP NG DOB ID NUMBER: * - PROVIDE (2) 2"xIO" HDR (MIN.) U.O.N. 6'-0" 5 1 5 3 5 (B) - REQUIRES SILL PLATES OF 2''x6" (MIN.) BLOCKING 2 FOR RAKES 12 OR TOP PLATE LE55 PROVIDE 8'-0" '1 2 3 4 4 4 }-- SPLICE —} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS, BAYS BACK @ BLOCKING® 12"O.G. LENGTH I FOR WIND - EXPOSURES B$C - FOR WIND - EXPOSURES B$C - 4-0 O.G. TO AGHEIVE RAKE O.H. ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF BUILDING MINIMUM SPLICE',,," BUILDING MINIMUM 5PLICE'-7-'4 DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) —"-- Sd NAILS EA. END 12'-0" 2'-O72_'-6" 12'-0" 5'-0" OF EA. STRAP ATTIC ANGHOR BOLT SFEG I F I GAT I ONS BLOCKING 2 BAYS b"-12" SPECIFICATION (2018 WFGM TABLES 5.2A $ 5.26, P. 15'7-160) BACK INO 2 BAYS TITLE 24'-O" 4'-O"/5'-O" 24'-O' 6-O HOEDOWN ANCHOR BOLT CORNER 3q STRUCTURES: CONDITION FOR ALL ANCHOR BOLTS @ 3�1" O.G. 28'-0" 5'-O"/6-3 28'-O" '1-O J , " 52'-0" 6'-0"/7'-6" 52'-0" 8'-0" K STRAPPING, NAILING DETAILS NIL—LSECOND FLOOR o w & FASTENING SCHEDULE NOTES: I. TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION U51NO 2-I6d NAILS PER FOOT. FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 8'-O"/10'-O" 40'-0" 111-0" BLOCKING 2 BAYS SEAL & SIGNATURE DATE: I. MIN. 7" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS w/ 5" SQUARE WASHERS AND END NUT SETUP; BACK ® 4'-0" o.c. END 2. TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" IO'-O°/12'-6° 5O'-O° I5'-O" 8d NAILS EA. END �(� PROJECT NO.: CONDITION 15' EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL IN EXPOSURE B TYP. STRAP w/(5) `�'�{„� TOP TWO COURSES SOLID DRAWING BY: N 5.TABULATED 5FLIGE LENGTHS ARE BASED ON 5 FOOT WALL 60'-O" 12'-O"/15'-O" 60'-0" OF EA. STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT ��d '°1 _ CHK BY: LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE �O'-O 14' =0' " ' DWG. NO.: NOTED MIN. SPLICE LENGTH BY THE FOLLOWING FACTOR �- 7 �J. ANCHOR BOLTS ARE TO BE BETWEEN 6" $ 2" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): _ 80'-O" 16'-O" 50' O 22-O p ��s FROM ENDS AND CORNERS (TWO © CORNERS) q'WALL - 1.125 „. '.> . G-003 00 IO'WALL - 1.25 (SEE DIAGRAM TO LEFT) BLOCKING 2 BAYS *17 II'WALL - 1.5'15 � `�o,"•"a ', ■ 12'WALL - 1.5 THIS COLUMN w/MULTIPLIER BACK ® 4'-O" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-O" WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL CAD FILE NO. PAGE 3OF12 MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UF PROJECT C IRDERS, 5 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT IS REG2'D FOR FRAMER TO HAVE A I REBLO��G I N� FOR �LT1-0RM MOOD 1-RM I NCB WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWGI DETAIL BOOK CONNECTION PATTERN SCHEDULE INDIAN NECK FARMS ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. ZPEG.'s FOR ADDITIONAL INFO) FARMHOUSE RENOVATION AND ALL RELEVAINT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION ADDRESS DESCRIPTION TOGETHER 51PE BY 51DE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING NALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES 3375 INDIAN NECK W MAX. 32" LOCATED BETWIEEN ONE SIXTH AND ONE G2UARTER A5 FIRE-STOPPING. PECONIC, NY 11958 NON-LOAD BEARING NALL OFFSET FROM SUPPORT A (2)Rows lod NAILS a I2"O.c. P THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST STUDS STUD B (3)ROWS IOd NAILS a 12"O.G. SUPPORT. NO TIAO ADJOINING JOISTS, NOR MORE SERVES AS FIRE5LOPPING. P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE SUBFLOOR (2)ROWS 1/2" 1P BOLTS a 12"O.G.STAGGERED; JOINTED ON THIE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE SUBFLOOR G DBL.a ENDS PLATE SERVE AS FIRESTOPPING. \ TWO-PIECE SOLE PLATE BUILT UP GIRDER P MAX. 52" NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE ARCHITECT D (2)ROWS I/2" A BOLTS a Ib"O.G. SOLE PLAZfE TWO-PIECE GIRlDERS ARE TO BE NAILED FROM ONE JOIST SERVES AS FIRESTOPPING. E (2)ROWS 1/2" m BOLTS a 24"O.C. SIDE WITH IOd NAILS, TWO NEAR EACH END OF BETWEEN I/6 EACH PIECE, BIETV4S STAGGERED WITH A DISTANCE 5 O FIRESTOPFINOCM- SHALL BE 2 INCHES of WOOD BLOCKING IRDmawmThoF (2)ROWS 3-3/5"TRU55LOGK SCREWS a 12" o.c. a 1/4 of A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL oR of NONCOM-BUSTIBLE FILL. SCREWED ON(1)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH (2) ROWS 3-3/5"TR1)5SLOGiG SCREWS a IV,O.G. P SIDE w/ IOd NAIILS TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE G' SCREWED ON(I)SIDE OF MEMBER JOIST, OTHERS 'STAGGERED w AND 2 INCHES OF WOOD BLOGKINO PLACED BETWEEN/ A DISTANCE OF 32" JOISTS SERVE AS FIRESTOPPING. (2)ROWS 3-3/5"TRUSSLOCK SCREWS a 24"0.0. BETWEEN NAILS IN A HORIZONTAL LINE. [F o Q� JOIST H SCREWED ON(I)SIDE OF MEMBER P MAXIMUM OFFSET (2)ROWS 5"TRU55LOGiC 5GREW5 a 12" O.c. THREE-PIECE -1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND 82 John Street J BUILT UP GIRDER P MAX. 52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS ���� �� e�®� JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRE5TOPPING. ynr MATCHED SIZE OF BLOCKING (2)ROWS 5"TRu55LO0K 5GREW5 a 16" O.C. 4 -�������s� UNDER NON-LOAD BEARING FIRESTOFFING AND SCREWED ON BOTH SIDE OF MEMBER PIECE, INGLUDINIO INTERMIDIATE JOINTS, AND w/ THE BLOCKING OTHERS STAG6�ERED w/ A DISTANCE OF NOT MORE 3 5. THE HEADER SERVES AS FIRE-STOPPING. PARTITIONS a 52" O.G. STUD (2)ROWS 5" TRUSSLOGK SCREWS a 24"O.G. BETWEEN 1/6 L SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52" BETWIEEN NAILS IN A HORIZONTAL LINE. �� F��®���®���°�� DOUBLE PLATE 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL QIg��Q}��(/® �_���°�� FOUR-PIECE GIDERS ARE TO BE A55EMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO CEILING L I NG BRAG I NC P STRINGER TO SERVE AS FIRESTOPPING. CANTI LEVERED FLOOR 1BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED CABLE ENDNALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 5"OR SMALLER FOR THE THREE:-PIEGE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR a GONNEGTION PATTERN 'B'WHEN 10"OR LARGER P. FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN 5GREWIN5 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIEGE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2" FROM ONE SIDE TO THE OTHER BUILT UP GIRDER p GIRDERS ARE 'IrO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH �ZOLE PLATE 2"x4" CONTINUOUS GABLE END MASONRY PIER:5, NAILED TO WOOD POSTS OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR LATERAL BRAGS a b' O.G. TRUSS THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE BAND -JOIST (2) IOd NAILS TRU55 OR LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED � G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL PLATFORM FRAME CON5TRUGTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON NA I L I NO FATTERNS FOR SIDE LOADED BEAMS O0 . FLUSH BEAMS) NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE lo) 8d -LOCATIONS REQUIRUNG FIRESTOPPING- A5 FIRESTTIBLE. NAILS i FIRE- FIRE- WOOD FIRE5TOPPINS FIRESTOPPINO 5TOPPIN0 STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING MULTIPLE-PIEGE MEMBERS JOIST * 5d COOLER NAILS a 10" O.G. NAIL I BOLTED' BLOCKING 2"x4" BLOCK NAILED TO EA. BRACE 2 ROWS Ibd 5 ROW5 16d 2 ROWS IS" 2 ROWS J4" 2 ROWS J�" VERTICAL W/(4) IOd NAILS COMMON COMMON BOLTS®24" BOLTS BOLTS ' '� S.av'_v.v FIRESTOPPING WHEN STUD GYPSUM BOARD 20 ga. STRAP m 12"o.c.° ® I2"o.G.° O.G.STA56ERED ® 12"O.G. ®6"O.G. TWO ROM 12"O.G. THREE ROWS 12"0.c. LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 , GovTo u6�ERsJ0 05 DOUBLE PLATE * 5d COOLER NAILS a 10" O.C. (10) Zd NAILS BEAM SELECTION w/ STD. NAILING ° ° ° ° °' ° JOIST SHALL BE LOCATED DIRECTLY DENOTES ENDWALL STUDS AS NOTED IN NOTES -1 8 ° ° ° ° ° ° 5Tu NONCOMBUSTIBLE ALTERNATE DENOTES ALT. FOR USE OF DRYWALL SCREWS ° ° FIRESTOPPINS LOCATION OVER STUDS, UNLESS TOP PLATE IS 4" a EDGE/12"a FIELD FULLY BLOCKED 50Le OF GIRDER DESIGNED TO CARRY THE 1_OAD SCREWS #6 - IY4" TYPE W OR 5 I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM ED5E5 FIRESTOPPING WOOD FIRESTOPPING 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TKO ROM 24"O.G.STAGGERED TWO ROWS 6"O.G. LOCATION 5 LOCATION (b FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER USE WASHERS UNDER HEAD AND NUT. O O 0° O� 0° 0° @@ @ @OVERLAID ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12". O O O O O O I SPA CE AGE NOT ATTACHMENT 9 VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED ® NONGOMBMTIBLE FIRESTOPPING 5.FOUR-PIECE MEMBERS SHOULD ONLY FIRE5TOPPIN5 APPROX.I INCH THICK BE USED WHEN LOADS ARE APPLIED TO - BOTH SIDE OF THE MEMBER. b.VALUES FOR NAILINS CONNECTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED FOR 4"O.G.NAIL 5PAGING. LOCATION 7 STD.NAILINS FOR TOP LOADED MULTIPLE-FIEGE BEAMS: STRAPPING W/ T 2 ROWS OF Ibd COMMON NAILS 02"O.C)FOR DEPTHS 12"OR LESS FIRE5TOPPING 4 5d NAIL5 LOCATION 5 LOCATION 9 a EA. END a R.R. 5.S ROWS OF 16d COMMON NAILS 02"O.C)FOR DEPTHS OF 14",IV a 15". LOCATION 10 FULL WIDTH 2" BLOGKINS Z r_./ONSTRUCTIO)N DETAILS NIND LOAD BATH GIONNE(f/TION DETAILS TOP PLATE DRILL 2"0 INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DETAIL EXIST. OR NEW ISSUE DATE NEW R.R. SET w/ R.R. BELOW UPPER TOP PLATE LAPS 4 loci CONTINUOUS LOWER TOE NAIL5 NOTED GONT. BLOCKING NO. DATE DESCRIPTION TOP PLATE SPIKED TO R.R.'s 1 03.22.22 ISSUE FOR DOB FlUNG ALIGN NEW iI EX. R.R. AS SHOWN KING STUDS PLAN VIEW ROOF, 1MILNRLIN 'SHED' WOOD JOIZ WOOD JOI CRIPPLE STUD BLOCiG I NG JOIST HANGS HEADER GENERAL REQUIREMENTS FOR GENERAL REOU I REMENTS FOR INSTALLATION OF CLINCHED NAILS. INSTALLATION OF TOE-NAILS CIRDER/HEADE NOOD GIRDER -JACK STUDS W HOOD JOIST REVISION HISTORY P MAIN MEMBER f I; NO. DATE DESCRIPTION N JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH KITH GIRDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN @ AN ANGLE OF MEMBERS '--DIAM.x s APPROX. 50° w/THE MAIN MEMBER S STARTED APPROX. Ys THE LENGTH OF THE NAIL FROM THE MEMBER END, I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A GO° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 5. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILING JOIST NALL STUD NALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT BOTTOM PLAT IN EA. SIDE WHEN FASTENED TO A 2"x&" TOP PLATE. BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE ED DRAWING STATUS GHIM. CHASE SECURING @STD. SIDE NALL DOB ID NUMBER: NALL STUD NOTE: (SIM. a CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING HALLS ALTERNATIVE RAFTER TO NALL STUD CONNECTION w/ STUDS TO ATTIC FLOOR a BLK'G TO R/L SIDES w/ STRAPPING 70 R/L SIDES) O � W TOP PLATE ® O J m N Y `4I ND RE'S I STANT CONSTRUCT 1 ON CONNECTORS CHIIM. CHASE WALL oU CONNECTION LOGA'IT ION: PART NUMBER: NOTES: RIDGE-TO-RAFTERS C520 21 APPLY TO EACH PAIR OF RAFTERS TITLE z RAFTER-TO-HAILL H-1 APPLY TO EACH RAFTER FRAMING GRAPHICS, ROOT ° Q RAFTER-TO-FLATE H8 .5 or H2 APPLY TO EACH RAFTER BEAM CONNECTION PATTERNS, REO'D BLOCKING Q O PLATE-TO-NALL `_STUD C520 © 18 APPLY TO EACH NALL STUD" & FIREBLOCKING DETAILS TO ALIGN w/ STRAPPING w w Q EA. LEVEL ABOVE N THE FI'R5T FL. z 2ND. FLOOR NALL-TO-I57f. FLOOR WALL LFTA or C520 @ 56" APPLY TO EACH NALL STUD SEAL & SIGNATURE DATE: � � FLOOR/GLG. O HEADER-TO-.JACK STUD C520 @ 12" APPLY TO EACH JACK STUDPROJECT No.: CRIPPLE STUD—TO—HIEADER H5 APPLY TO EACH CRIPPLE STUD - `° fx;;°.;"��,�4, �.,,`�. '"� DRAWING BY: CHK BY: SHEAR NALL HOLDDONIN ANCHOR SSTB16 APPLY TO EACH SIDENALL END ¢, IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE (USE KITH 3 SOUARE HASHERS) SIDE ViEw ��,�� ViEw G-004.00 USE THE FOLLOWINO OR APPROVED SIMPSON METAL GONNEGTORS FOR PROPER WIND RESISTANT GONSTRUGTION. FOLLOW MANUFACTURES RECOME:NDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CAD FILE NO. PAGE 4OF12 PROJECT GENERAL DEMOLITION AND REMOVAL NOTES INDIAN NECK FARMS FARMHOUSE RENOVATION ADDRESS 1. ALL CONDITIONS ARE TO BE VERIFIED IN THE FIELD.THE CONTRACTOR 3375 INDIAN NECK W PECONIC, NY 11958 SHAL NOTIFY THE ARCHITECT OF DISCREPANCIES FROM THE CONTRACT DOCUMENTS AND AWAIT INSTRUCTION FROM THE ARCHITECTS. 2. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR EXISTING STRUCTURES AS REQUIRED BY DEMOLITION WORK.CONTRACTOR SHALL IMMEDIATELY REPORT ANY STRUCTURAL DEFECTS OR DEVIATIONS FROM ARCHITECT THE CONTRACT DOCUMENTS TO THE ARCHITECT. 3. THE CONTRACT SHALL INCLUDE THE DEMOLITION AND LEGAL REMOVAL [R)TummTho OF EXISTING WALLS, PARTITIONS,AREAS OF FLOOR, FURNISHING, MECHANICAL SYSTEMS, LIGHTING FIXTURES,AS NOTED AND AS SHOWN DOTTED IN DASHED LINES ON THE DEMOLITION OF PLANS. F@nmwoft AF&MMUIM Poo@ 82 John Str®®4 4. REVIEW DEMOLITION WORK DURING WALK THROUGH WITH ARCHITECT' BmoWn, NY 11201 AND OWNER PRIOR TO COMENCING WORK. T 212 796 2 Info O fformw®rks-arch.com 5. DO NOT DAMAGE BUILDING ELEMENTS AND IMPROVEMENTS INDCATED, fformw®ft-arch.com TO REMAIN. 6. CONTRACTOR MUST ABIDE AND FOLLOW ALL RULES AND REGULATIONS EXISTING FROM ALL GOVERNING AGENCIES MAINTAINING JURISTICTION FOR THIS PATIO 9 PROJECT INCLUDING NYC DOB, FIRE DEMARTMENT,OSHA ETC. 7. CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATE OF INSURANCE WITH THE DEPARTMENT OF BUILDINGS, PAY ALL FEES,OBTAIN ALL =_ PRMITS AND PROVIDE ANY AND ALL BONDS REQUIRED BY ANY CITY AGENCY IN ORDER TO DO THE WORK HEREIN DESCRIBED. --- — — — DN 8. CONTRACTOR TO PROVIDE AND COORDINATE ALL DEMOLITION AS / REQUIRED FOR ALL TRADES. �III� EXISTING I i 11 l 9 9. THE SITE MUST BE LEFT SECURED AND CLEAN ON A DAILY BASIS MUDROOM I I I it I I� uP 10. PROTECT EXISTING STRUCTURE TO REMAIN FROM POTENTIAL DAMAGE EX 9 li i it EXISTING CLIOSET 11. PROVIDE OWNER WITH SCHEDULES REQUIRED TO COMPLETE ALL PANTRY DEMOLITION WORK NOTED. O3 F 1 12. EXISTING STRUCTURAL WALLS COLUMNS AND BEAMS TO REMAIN. ': REMOVE ANY ENCLOSURE OR CEILING AND LEAVE EXPOSED. REF I W I I: ----� / \ 13. REMOVE EXISTING BATHROOM PLUBMING FIXTURES AND PIPES TO ROUGHM CAP SERVICES EXISTING ROOF 0 I ill j EXISTING KITCHEN I I I \ / IIII ;� IIII cV IIII 9 cM IIIII �III� T 9 III V IIIII IIIII W 17'-0" 7'-0" L D le I ISSUE DATE , ,,. ,:a� F==== �_== ��---------------- = LEGEND N0. DATE DESCRIP110N --- -- r 13 3 ;r 1 03.22.22 ISSUE FOR DOB FILING 7'-6 �O 2 08.01.22 REISSUE FOR DOB FILING 1 77 - 2 ------- EXISTING TO BE REMOVED � 11'-7" V-9" 5'-10" i I 16'-O" � � EXISTING TO REMAIN(N.LC) II _ — I I 0ITI I I IIII) EXISTING FLOOR SLAB TO BE REMOVED 9 1 i i l EXISTING BEDROOM EXISTING BEDROOM I I I� 9 `J 'IIII I I IIII' `J U i I I 1LL I� I I i I 11 z jj EXISTI IG BATHROOM EXISTING DINING I"'I 2 3 p X I I I IIIII j� EXISTING BEDROOM ui I I �. % DEMOLITION KEYNOTES �� -- REVISION HISTORY 771711 --J�� O ------- ------�✓ r----- �, 11 NO. DATE DESCRIPTION I EXISTING CLOSET I I I I L_ _J __T i t , 9 l i i i i N O REMOVE EXISTING NON-LOAD-BEARING PARTITION III M _ i 2 illli ;I DN \ I I --� if _ O REMOVE PORTION OF EXISTING EXTERIOR AND/OR 11 \ `l/ i i i BEARING WALL, NEW BRACING AS REQUIRED EXISTING ROOF 4 o v 3 REMOVE EXISTING DOOR AND JAMB cl) I I I I < 4O EXISTING STAIR AND BALUSTRADE TO REMAIN q �` o I I I O REMOVE EXISTING CEILING&RELATED MATERIALS \�O EXISTING BEDROOM I I2 TO EXPOSE STRUCTURAL TRUSS MEMBERS ABOVE Z 6 REMOVE EXISTING KITCHEN CASEWORK/APPLIANCES/ I w IIIII 'r c� EXISTING BEDROOM EXISTING LIVING ROOM '� 9 3 7 I 0 I I+-�--�9 3 r- FIXTURES AS SHOWN &STORE PER OWNERS DIRECTION _i 13 llli I I DRAWING STATUS I --- liiil 4 Iiii1 O7 REMOVE EXISTING BATH CASEWORK/FIXTURES& ---L-- 9 IIIII :3 IIIII UP �I I II I '-F-- 9 STORE PER OWNER'S DIRECTION DOB ID NUMBER: 10' 1 4 _.... ° 1,� O8 OMITTED 10'-411 -52 u 14'-9° P 6-42 14'-5€1 // O9 REMOVE/REPLACE EXISTING WINDOWS&SIDELITES, A // TYP. STORE PER OWNER'S DIRECTION A --- -- --- �_--- �_ OMITTED O 11 9 9 EXISTING 9 9 REMOVE VINYL SIDING THAT IS COVERING 9 9 COVERED PORCH EXISTING CEDAR SHAKE,TYP. 12 OMITTED 13 2 DEMOLITION PLAN SECOND FLOOR � DEMOLITION PLAN - GROUND FLOOR EXISTING STAIR TO ATTIC TO BE REMOVED, TITLE N 1/4"=1'—O" N 1/4"=1'-O" 14 OMITTED GROUND & SECOND FLOOR DEMOLITION PLANS 15 OMITTED 16 OMITTED SEAL & SIGNaURE„ DATE: 06/05/2021 D A r, PROJECT NO.: ' ?•'V '" DRAWING BY: HIS CHK BY: JB G. NO.: 30796, y°�� D M-101 .00 of N- CAD FILE NO. PAGE 2 OF 6 PROJECT INDIAN NECK FARMS FARMHOUSE RENOVATION ADDRESS 3375 INDIAN NECK LN PECONIC, NY 11958 ARCHITECT 82 John Street Brooklyn, NY 11201 lnlb@formworks-arch.com formwo°ke-arch.com 3 A-20 17'-0" W-9 , --- - - - DN EXISTING o MUDROOM °D UP CONSTRUCTION NOTES W 8 EXISTING EXISTING CLOSET 1. CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS,SITE, PANTRY DELIVERY ACCESS,&ADJACENT PROPERTIES PRIOR TO BIDDING. 2. ALL DIMENSIONS SHOWN ON PLANS REQUIRE FIELD VERIFICATION PRIOR TO CONSTRUCTION. 1 CONTRACTOR SHALL IMMEDIATELY REPORT ANY STRUCTURAL DEFECTS OR DEVIATIONS FROM REF / THE CONTRACT DOCUMENTS TO THE ARCHITECT. / \ 3. COORDINATION OF DRAWINGS/FIELD CONDITIONS SHALL BE VETTED AND VERIFIED,IN TERMS \ OF ESTABLISHING CLEAR INSIDE WIDTH DIMENSIONS AND EXISTING OPENINGS. EXISTING ROOF O O 4. IF ANY UNCOVERED PORTIONS OF THE BUILDING ARE DEEMED UNSAFE OR IN DIRECT CONFLICT \ / WITH DRAWING INFORMATION,CONTRACTOR TO SEEK DIRECTION PRIOR TO ADVANCING CONSTRUCTION. KITCHEN a 5. FLOORS ARE TO BE PREPARED FOR FINISH SURFACE/INFILL AND SHALL ASSURE LEVEL AND 105 r CONSISTENT SUBSTRATE OR FINISH. 1 1 A-301 A-301 W-7 6. ASSURE FULL MECHANICAL COORDINATION WITH EXISTING CONDITIONS&ARCHITECTURAL DRAWINGS. W 7. ALL GWB WALL TO BE PAINTED WHITE U.O.N. 12'-10" 8'-0" 5'-10" NEW(2) 1 3/4"X 11 7/8"LVL 8. THE SITE MUST BE LEFT SECURED AND CLEAN ON A DAILY BASIS. FLUSH HEADER D 9. SMOKE DETECTORS TO BE LOCATED ONE ON EACH FLOOR,ONE IN EACH SLEEPING ROOM& ISSUE DATE ONE OUTSIDE EACH SLEEPING AREA.DETECTORS ARE TO BE HARDWIRED TO BUILDING W/ 72,711 �..e...,,_:" �.. ; .?.—<." . : L — — — — — — — — — — — .. ON DETECTED.SMOKE N0. DATE DESCRIPTION �:.. .. 1 -7 O _ 1 BATTERY BACKUP&SHALL ALL ACTIVE SIMULTANEOUSLY UP DETECTORS NOTED'W/CO'TO BE COMBINATION SMOKE&CARBON MONOXIDE DETECTORS. 1 03.22.22 ISSUE FOR DOB FILING SMOKE DETECTORS LOCATIONS ARE INDICATED ON PLAN AS SD. 2 08.01.22 REISSUE FOR DOB FILING "' �< '"-" ' `''�°�'•m 4 10. HVAC,PLUMBING&ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR DESIGNING SYSTEMS IN BDRM#4 ACCORDANCE WITH ALL APPLICABLE CODES. 2046 ') V 202 _ I 16'-0" PAJ STRUCTURAL NOTES BATH#3 0 / 204AF 204 W 22 w EXISTIN o 13 3 0 I 6" 1'-6" o 104 1. ALL INTERIOR WALLS ARE 31/2"UNLESS NOTED OTHERWISE. W-21 1'- o BATH# In U CD 2026 V30 -" i� 2. ALL STRUCTURAL LUMBER TO BE MINIMUM GRADE#2 S-P-F. o BEDROOM#2 X LIVING/DINING c� _ _ o o "' 1p3 3. SECURE BEAMS&HEADERS TO COLUMNS W/GALVANIZED HANGERS OR BRACKETS EQUAL TO I jj 2p2A N - 2 SIMPSON.REFER TO MANUFACTURER FOR CONFIGURATION&ALLOWABLE LOADS. A-201 r . 77777771 REVISION HISTORY 4. STRUCTURAL MEMBERS TO SUPPORT ROOF STRUCTURE ARE SPECIFIED BY TRUSS NO. DATE DESCRIPTION V30 MANUFACTURER. o W4 ;O 2-0 1 -6 1 -6 2 E 0 CODE REQUIRED FLASHING: v 1. DRIP FLASHING IS REQUIRED AT ALL WINDOW&DOOR HEADS. DN BATH#2 W 23 201 B 203 } 2. DRIP FLASHING IS REQUIRED AT ALL HORIZONTAL TRIM PROJECTIONS(I.E.HORIZONTAL BAND W �� " BOARDS,LEDGER BOARDS,FASCIA BOARDS,ETC.) EXISTING ROOF 3,-0„ - „ o \ Q 3. CONTINUOUS OR STEP FLASHING REQUIRED AT ALL ROOF/WALL INTERSECTIONS. 201A 201C N CD 4 HEADER SCHEDULE: FOR DOORS&WINDOWS IN BEARING WALLS: OP HALLWAY i� w A 201 ROUGH OPENING: LINTEL: 200 BDRM#3 201 W 24 .. BEDROOM#1 I DEN 5'-0"OR LESS (3)2X8'S O 100 102 5'-0"TO 9'-0" (3)2X1 O'S e V. OVER 9'-0 REFER TO FLOOR PLAN r PROVIDE DOUBLE JACK STUDS AT ALL OPENINGS 4'-0&LARGER. DRAWING STATUS D W-1 W20 c y~� LEGEND DOB ID NUMBER: U \) k v EXISTING WALL CONSTRUCTION e 100A W19 W18 ` V-~ W2 W1 W17 W16 W15 NEW WALL CONSTRUCTION 10'-4" 10'-6" n �� 14'-9" 6-421 14'-5" `v � EXISTI G COVERED 3ORCH 1 EXISTING DOOR � NEW DOOR TITLE GROUND & SECOND FLOOR CONSTRUCTION PLANS SEAL &„SIGNATURE DATE: 06/05/2021 PROJECT NO.: DRAWING BY: HIS CONSTRUCTION PLAN SECOND FLOOR CONSTRUCTION PLAN - GROUND FLOOR ,M DWG. NO.: N 1/4 —1 f—Olp -101 .00 CAD FILE NO. PAGE 3 OF 6 FOUNDATION NOTES PROJECT INDIAN NECK FARMS 1. CONCRETE TO BE 3,000 PSI MINIMUM STRENGTH AT FARMHOUSE RENOVATION 28 DAYS. ADDRESS 2. FOOTING CALCULATIONS BASED ON 2,000 PSF 3375 , N NECK LN PECONIC NY 11958 MINIMUM SOIL BEARING CAPACITY. 3. BOTTOM OF FOOTING TO BE 36"MIN.BELOW GRADE, CONTRACTOR TO VERIFY AND RE-GRADE AS NEEDED. 4. ALL FOOTINGS PLACED ON UNDISTURBED SOIL WITHOUT ORGANIC MATERIALS,FILL SAND ARCHITECT COMPACTED TO 95%OF MAX.DENSITY. 5. CONTRACTOR TO VERIFY DIMENSIONS AND EXISTING F�)flmmu)Tho CONDITIONS.SHORE UP AND REPAIR EXISTING FOUNDATION AS NEEDED. 6. CRAWL SPACE TO HAVE MECHANICAL VENTILATION I F@mmmft Q°mhm PROVIDED AT A RATE OF 1 CU.FT.PER MINUTE FOR 82 John Stmet EACH 50 SO.FT.OR(12.5 CFM)OR VENTILATION r �� ��®� OPENINGS EQUAL TO 1 SQ.FT.PER 1,500 SQ.FT.OF UNDER FLOOR AREA(0.41 SQ.FT.) T 212 796 2 � 7. PROVIDE 18"Wx24"H CRAWL SPACE ACCESS PANEL., info Off®mrv>works-arc mmr>IlbFmw®rks-arch"com LOCATE IN FIELD.VERIFY LOCATION WITH OWNER. 1 REPLACE HIP WITH GABLE TO MATCH EXISTING SLOPE -------------------------------------------- I f I I EXIS� EXIST I '?' L EXISTING FIELD STONE ;. f -' FOUNDATION WALL,TYP. EXISTING FLOOR FRAMING I I I EXISTING BASEMENT I l NEW STANDING SEAM ZINC ROOF I I I ON EXISTING ROOF,TYP. j I UP I f I I I I I I I I I I i I I i I I I I I I I i I .. � L��,1111L --- ----------------------�----- ----------- ISSUE DATE --------------- ------------------- -----J NO. DATE DESCRIPTION ----------------------- ---- -- NEW FFOOTING AS I r— � ; i I I RFOU'IIRED FOR POST,TYP. I I i ;; r 1 '} ', i- 1 03.22.22 ISSUE FOR DOB FILING NEW WOOD SHINGLE ROOF r--- -------------------------------- - I I EXISTING ROOF,TYP. I I I I I I I I f f I I I I I S2 I I 1 I w w I I I X I I I I I EX!ST'ING CONCRETE FOOTIING,TYP. I I i I I I I I I I O I I O I I REVISION HISTORY: NEW WOOD SHINGLE ROOF MATCH EXISTING SLOPE,TYP. I I x �^ „''.. I I NO. DATE DESCRIPTION } I I I i EXISTING FIELD STONE I 6. 1 FOUNDATION WALL,TYP. � OG) I L------------------------- I I I I I I I I I I I I 1i i 0 L————————————————————————————- I EXISTING CHIMNEY I I I I i I I IEE I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I c9 c9 I I I I I I x ? ? I I I I EXISTIING CRAWL SPACE EXISTING CRAWL SPACE I I x x I I I I I � w wULiU I I I I I DRAWING STATUS I I 1 I I 1 EXISTING CONCRETE NEW WOOD SHINGLE ROOF I I I I MATCH EXISTING SLOPE,TYP, i I I FOOTING,TYP. I i i i I i i DOB ID NUMBER: I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I ------- I I I I ----------- ------------------------------------------------------------------------------------j EXISTING PORCH TITLE FOUNDATION & ROOF CONSTRUCTION PLANS SEAL & SIGNATURE DATE: PROJECT NO.: DRAWING BY: °` ^a ✓ ,'':i !W� a.. ',.®t,4 CHK BY: CONSTRUCTION ROOF PLAN CONSTRUCTION BASEMENT PLAN �� "' ` �a.;° s,�" ' � AW . NO.: N 1/4"=1'-0" N 1/41p=1F-0" 5 k �4 A-102.00 CAD FILE NO. PAGE 7OF12 PROJECT INDIAN NECK FARMS FARMHOUSE RENOVATION ADDRESS 3375 INDIAN NECK LN PECONIC, NY 11958 ARCHITECT 1F(gmm(:DTh%_' 822John Street BrooWyn, NY 11201 1��p{�2�i11�2 7I9R6f1�2� �A��e �q� 1a��1f1� � 1�1b�� fo 1 tl Y!9®�yp0oli��gs-a}arch.co U U fb0 mworks-a Roll Il.�l om EXISTING ATTIC VENT REPAIRI EXISTING WOOD PAINT EXISTING EXISTING CHIMNEY SHINGLE ROOF,AS REQ. EXISTING CHIMNEY WOOD FASCIA NEW VERTICAL WOOD PLANK SIDING 77 I W-23 W-22 REPAIR EXISTING REPAIR EXISTING CEDAR SHAKE SIDING, CEDAR SHAKE SIDING, l AS REQ. W 24 AS REQ. ISSUE DATE- NO. DATE DESCRIPTION 1 03.22.22 ISSUE FOR DOB FILING 2 08.01.22 REISSUE FOR DOB FILING \� REPAIRZ EXISTING CEDAR SHAKE REPAIR EXISTING CEDAR SHAKE IN, \ \ SIDING„A"REQ. \\ Lul SIDING,AS REQ. W-5 W-12 W-11 NEW INSULATED GLASS WINDOWS W 14 W 13 W_ip TO MATCH EXISTING,TYP. W 9 CV 6 EXISTING 81LCO HATCH TO EXISTING FOUNDATION,TYP. REVISION HISTORY: CELLAR. NO. DATE DESCRIPTION 4 BUILDING ELEVATION - SOUTH BUILDING ELEVATION - EAST 1/4"=1'-0" 3 1/4"=1'-0" I DRAWING STATUS EXISTING ATTIC VENT EXISTING CHIMNEY EXISTING WOOD EXISTING CHIMNEY DOB ID NUMBER: FASCIA NEW VERTICAL WOOD PLANK SIDING 00, REPAIR EXISTING WOOD I I00W_20 SHiINGLE ROOF,AS REQ. REPAIR EXISTING WOOD SHINGLE ROOF,AS REQ. I W 21 P Or I W-19 W-18 l! it k TITLE REPAIR EXISTING CEDAR SHAKE — REPAIR EXISTING CEDAR BUILDING ELEVATIONS SIDING,AS REQ. SHAAKE SIDING, \\ AS3 REQ. \� NEW INSULATED GLASS WINDOWS 1 NEW INSULATED GLASS WINDOWS - W 4 W 3 T0D MATCH EXISTING,TYP. W 2 W i W 16 W-15 TO MATCH EXISTING,TYP. zo �� NEW DOOR WITH SIDELITES& SEAL & SIGNATURE DATE:� PROJECT NO.: II INSULATED GLASS W-17 ��MM ' DRAWING BY: EXISTING FOUNDATION,TYP. EX{ISTING FOUNDATION,TYP. ,0� ' y CHK BY: }t�,/ - 1 -Dips'NO.: BUILDING ELEVATION - NORTH BUILDING ELEVATION - WEST `n ► 307�JQ y�Q- A-201 .00 2 1/4"=1'-0" 1/4"=1'-O" OF N CAD FILE NO. PAGE 4 OF 6 PROJECT INDIAN NECK FARMS FARMHOUSE RENOVATION ADDRESS 3375 INDIAN NECK LN PECONIC, NY 11958 ARCHITECT [r0mmmft&iF@hgb=ff@ p5b 82�}gJ/gohn Street Brooklyn, NY 91201 Tip 212 1 2{79p�6/��2685 q T �p }e��}{ l YOry`L/��gU'6d�lpl1�11�1a17U'®p�tlalk�sp,/a�rch.LLBo (III for mwo Wo7-a c Uocom i EXISTING ATTIC TO EXISTING ROOF REMAIN STRUCTURE TO REMAIN REPAIR EXISTING WOOD SHINGLE ROOF,AS REQ. ISSUE DATE NO. DATE DESCRIPTION 1 03.22.22 ISSUE FOR DOB FILING HALLWAY BDRM#4 2 08.01.22 REISSUE FOR DOB FIUNG 200 202 NEW PARTITION EXISTING WALL AND ROOF INSULATION NEW RAILING;AT HEAD OF STAIR OPEENING TO MATCH(EXISTING REVISION HISTORY NO. DATE DESCRIPTION EXISTING NE:WELAND EXISTING BATHROOM#1 NEW INSULATED WINDOWS / ILNG TCD REMAIN 1oa FOYER i oo DRAWING STATUS \ REPAIR EXISTING CEDAR SHAKE SIDING, AS REQ. DOB ID NUMBER: EXISTING WOOD FLOORING TO BE REFINISHED,TYP. a a EXISTING INSULATION(R-30 MIN.) a a EXISTING FOUNDATION TITLE BUILDING SECTION a a SEAL & SIGNATURE DATE: PROJECT NO.: BUILDING SECTION DRAWING BY: 1 1/2»=V-0" CHK BY: wG'F 0.: 30 j�k OF N A-301 .00 CAD FILE NU. PAGE 50FI PROJECT INDIAN NECK FARMS FARMHOUSE RENOVATION ADDRESS 3375 INDIAN NECK LN PECONIC, NY 11958 ARCHITECT DOOR SCHEDULE DOOR ROOM/ NOMINAL DOOR DOOR FRAME FRAME JAMB HEAD SILL HARDWARE FIRE REMARKS F@nmwoft&mhmmwT@( oo@ NUMBER SPACE SIZE MATERIAL PE MATERIAL TYPE DETAIL DETAIL DETAIL SET RATING 81 John Street GROUND FLOOR Brooldyn, NY 11201 1OOA IFOYER I EXISTING WD WD F1 J1 H1 S3 TBD - THERMA TRU T 212 796 2 Info O formworks-acch.aom U-VALUE: 0.30, SHGC: 0.16 formworks-a rch.com 3 NEW EXTERIOR DOOR FENESTRATION REM I REMELTS COMPONENT PROPOSED DESIGN GODS PRESCRIPTIVE VALUE COMPLIES VALUE CITATION (PER 2020 NYSEGGG) U-VALUE = 0.25 MAX. U-VALUE = 0.32 FENESTRATION U-VALUE AIR LEAKAGE = 0.30 GFM/SF * MAX. AIR LEAKAGE = 0.30 GFM/SF YES PER R402.4.3 a TABLE R402.1.4 - CLIMATE ZONE 4 *WINDOWS TO BE FLEETWOOD 3000T CASEMENTS/FIXED/AWNING COMPLIANCE STATEMENT: TO THE BEST OF MY-KNOWLEDOE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND 5PEGI17I0ATIONS ARE IN COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 IRE]. WINDOW SCHEDULE OPENING ID SIZE NOTES ISSUE DATE W-1 2'-0"x 4'-0" NEW WINDOW IN EXISTING OPENING NOTE: NO. DATE DESCRIPTION THE PROVISIONS OF CHAPTERS 30,31 AND 32 OF THE 1 03.22.22 ISSUE FOR DOB FILING W-2 2-0 x 4-0 NEW WINDOW IN EXISTING OPENING RESIDENTIAL CODE OF THE STATE OF NEW YORK ALONG 2 08.01.22 REISSUE FOR DOB FILING WITH THE PLUMBING CODE OF NEW YORK STATE AND THE W-3 2'-4"x 4'-6" NEW WINDOW IN EXISTING OPENING SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WILL NOTE: GOVERN THE MATERIALS, DESIGN, CONSTRUCTION AND ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE. INSTALLATION OF SANITARY DRAINAGE SYSTEMS. ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES/COVERS I I 2'-4"x 4'-6" NEW WINDOW IN EXISTING PENIN 3"VENT THROUGH ROOF W-5 2'-0"x 3'-0" NEW WINDOW IN EXISTING OPENING — — — — — — — — — — — — --J — ROOF — — — — — — — — — — �� W-6 2'-4"x 4'-6" NEW WINDOW IN EXISTING OPENING 3" W-7 2'-4"x 4'-6" NEW WINDOW IN EXISTING OPENING NEW BATH #3 NEW BATH #2 3" 3" REVISION HISTORY W-8 2'-4"x 3-6" NEW WINDOW IN EXISTING OPENING BAR SINK NO. DATE DESCRIPTION W-9 2'-4"x 4'-6" NEW WINDOW IN EXISTING OPENING 2" 2" 2" 3" 3" 2" 2" I W-10 2'-4"x 4'-6" NEW WINDOW IN EXISTING OPENING �_ _, �_ _, i=i i=i i _____i i ( ( i i_____ __71 SECOND LEVEL W-11 (2) 2'-0"x 3-0" NEW WINDOWS IN EXISTING OPENING 2" W-12 2'-4"x 3'-6" NEW WINDOW IN EXISTING OPENING 2" 2" 3" 3" 2" 2" W-13 (4) 2'-0"x 5'-0" NEW WINDOWS IN EXISTING OPENING 2" 2" 3" 3" W-14 2'-0"x 4'-0" NEW WINDOW IN EXISTING OPENING DRAWING STATUS 301 W-15 2'-0"x 4'-0" NEW WINDOW IN EXISTING OPENING EXISTING BATH #1 EXISTING KITCHEN 3» DOB ID NUMBER: W-16 2'-0"x 4'-0" NEW WINDOW IN EXISTING OPENING W-17 1'-0"x 6'-10" NEW DOOR SIDELITES 2" 2" 3„ W-18 24"x 1'-4" NEW WINDOW IN EXISTING OPENING _ _ _ _ r - 211 MAIN LEVEL i _F . — . — . — r _ --—Ti '�' D.W. I (WASHER W-19 3-0"x 1'-4" NEW WINDOW IN EXISTING OPENING r112' L_____J _1J W-20 2'-0"x 2'-0" NEW WINDOW IN EXISTING OPENING 12129' 2" 3" W-21 2'-4"x 4'-6" NEW WINDOW IN EXISTING OPENING 2" 2" 3�, TITLE W-22 2'-4"x 1'-6" NEW WINDOW IN EXISTING OPENING DETAILS, SCHEDULES & W-23 2'-4"x 1'-6" NEW WINDOW IN NEW OPENING 311 EXISTING 4"F.A.VENT ABOVE GRADE PLUMBING RISER DIAGRAM �i W-24 2'-4"x 4'-6" NEW WINDOW IN NEW OPENING C.O. 4"C.O.. _ 4 TO EXISTING SCDHS 4" 4" SEAL & SIGNATURE DATE: 06/05/2021 APPROVED SEPTIC SYSTEM EXISTING 4"Cl HOUSE TRAP ,f ® w :p PROJECT NO.: ALL WINDOWS TO BE FLEETWOOD 3000T CASEMENTS/ FIXED/AWNING °` ;,;r` '� <,^; '� DRAWING BY: HG CHK BY: JB F r E DWG. NO.: 2 WINDOW SCHEDULE PLUMBING RISER DIAGRAM N.T.S. �Or�jt, �'' `� ' OF CAD FILE NO. PAGE 6 OF 6 DRAINAGE CALCULATIONS a NEW IMPERVIOUS SURFACE AREA - PROPOSED DWELLING 1557.�i S.F. Q O mot r 2" RAINFALL EVENT 264.8 r. VA W 42.2 GU.FT. VOLUME PER FOOT W OF 8'0 POOL 6.3 S.F. -j M PROVIDE (1) 5V X 4' $ (1)8'0 X 3' DEEP DRYWELL5 N LO o O DRAINAGE SYSTEM INSTALLATION NOTES: �. _O • A MINIMUM OF 10' SEPARATION 15 REGUIRED BETWEEN DRYWELL5 d •O C (� z O WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE d •cc L _se OF ALL FOUNDATION WALLS c U• A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN DRYWELL5 4 O 0 .N CONCRETE SLABS AND PROPERTY LINES • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL � O � FRO�IE�T ��- GOFE : Q-J 0 c RENIOVATION OF EXISTINO RESIDENCE -OO •� PROJECT LOCATION & SCOPE PROP. WATER SUPPLY LINE ----------------- SITE PLAN &ZONING DATA Q� E------------------- --- �- 5' MIN. ---- I - NEK FOUNDATION $ STRUCTURE FROPOSED ---------- ------------ --------� ; - FIRST FLOOR LOWERED FOR H 1 OHER FIRST FLOOR i- _ GCE I L I NO HE 1 OHT. -002 .01 GENERAL NOTES - . PROF. 2-SroRY � �wD.FR. BARN w/ ENERGY TABLE SLAB-ON-GRADE STRUCTURAL DESIGN CHARTS U (0 BEDROOMS) ' -\ F.F. EL.=15.24' (3)W 1 T DATA • Ij-005•Q 1 HOLDOWN, ANCHOR BOLT, M � W ' ROP. 1445 .5 STRAPPING, & NAILING DETAILS G.O. • 1 PROP. ROOF /o' FASTENING SCHEDULE OVERHANG FaROJEGT / ZONING DATA ' PRO.�--N11N• � _ - r 1 PROP. BURIED �' ; '�E•P��,`- MAN. PRO, s' `•_,: �-7 004•O 1 FRAMING GRAPHICS � ELEC. LINE TO-, �8, L.P. MIN. �p\p TAX MAP # l000-QB-I-I.3 BEAM CONNECTION PATTERNS I/A OWTS � 1 �z ti � \¢� \,\�� ZONING DISTRICT R-8o FIREBLOCKING DETAILS • FX ' 0 / LOT AREA 14A ACRES - O I •O DEMOLITION PLANS F�Foj,� � i ti EXISTING EXISTING HABITABLE GR055 1 � C.O. \0�� SPACE AREA M- I O 2 .O ' DEMOLITION PLANS I 1 FIRST FLOOR AREA 1,335.E S.F. 1,44clb S.F. SECOND FLOOR AREA 447.6 S.F. 474.1 S.F. Q Yo o = AREA TOTALS 1,783.2 S.F. I,a23.a S.F. - I Q I •Q I CONSTRUCTION PLANS ' 4S1 F PROPdSED PROPOSED W z HABITABLE GROSS J Y _!'l MIN � oPY �\� SPACE ! AREA g o 0 Q � p F- W ' _ , I BASEMENT AREA o S.F. o S.F. _ I O2 .0 CONSTRUCTION PLANS Q = a a rIRST FLOOR AREA 1,2ca-1 S.F. 1,410.1 S.F. 0 vQi 0 FART 1 AL SITE PLAN � wx Ul z a SGAL :: IE� JO'-O" SECOND FLOOR AREA 447.6 S.F. 474.1 S.F. a N � g AREA TOTALS 1741.3 1,884.2 S.F. vi a -2O I •Q I BUILDING ELEVATIONS Z 0 0 o � Qo taL) a LAND NOW OR FORMERLY OF N W'Z W JOHN FCNTINO C3 Q a N Z 0 Z Q Q LOOT COVERAGE -�O I .O I BUILDING SECTIONS �'w z S 85• ♦ „ TIE LINES ALONG CENTERLINE _ -_ _ Q LAND NOW OR FORMERLY OF 04 20 E $ 78 43, �� OF RICHMOND'S CREEK 9b LOT w'>- rowN of souTHOLD 82.05 118 69? E S 85 50'40" •34'30" E S 85'12'00" E DESCRIPTION (FOOTPRINT) AREA COVERAGE w w p N olrcH-- E N 83 69.16' z n: m 152.87 7g.03 TOTAL LOT AREA 649,23E S.F. 0 00 -�O2 .Q I BUILDING SECTIONS ? g ~ a ~ MARSH MODIFIED GUEST HOUSE 1,450 S.F. 0,29b 22 45 N w = -A O W W°� uMlr of woods / '1 GUEST HOUSE PORCHES 7 O 0 S.F. 0.090 L) Q 2 d- APPROXIMATE EDGE OF'1 a' WETLANDS AS SHOWN OA to 00 FILED MAR EXISTING GARAGE (0041 S.F. 0.190, ° -�jQj N •Q I BUILDING SECTIONS LAND NOW OR FORMERLY OF O PROPOSED BARN (SEP. FILING) 1,808 S.F. 0.390 I N N p) 28;85 INDIAN NECK LANE, LLC \ \ N TOTAL AREA OF ALL STRUCTURES 3937 S.F. 0.6910 i`-' 0 0 O S WOODED Q M 80.44 5p» E 1 231.86' '1 � o 0 241.67' N 85'43'10" E LAND NOW 1 v OR FORMERLY ` J -�'OI •OI r r PROJECT: OF ZONI �S REGULATIONS MAIN BUILDING DETAILS SCHEDULES & - - -- - rn tn &ISA OERTLA - PLUMBING (D/W/V) RISER DIAGRAM lu c�RAVEL -- --___ ----------'------------- 1 O E R EXIST. PROPOSED COMPLIES I E5 INDIAN NECK FA R Ill r T�RIVEW ° GUEST HOUSE MM. FRONT YARD 60.0' 15.0' IS.o' NO PLUMBING (SUPPLY) RISER DIAGRAM Iqo. � (EXIST) �-�-O2 .OI ( � 01 GAS RISER DIAGRAM LLI 1.7 1 MIN. 51DE YARD 20.0' I9o.a 190.0' YEs O 51 DE YARD DETAILS Q W 2 p ETBAGK M11.1. COMBINED 3375 INDIAN NECK LN Q O 51VIE YARDS 45.0' I90.0' I90.0' YES J I S.,i0' -_ O 11 (CMRENR LOT) - 05.0I DETAILS PECONIC, NY 11958 75' REAR YARD---"'�' 1 MIU. REAR YARD 75.0' 1,101.0' 1,101.0' YES 2 STORY SETBACK DRAWING TITLE: j DWELLIING 1 N MAXIMUM HEIGHT 55.0' t 24' t 24' YES � '' ,-. ~• No. 33?I5 LOT I 1, LAND Now oR 11 FORMERLY OF - OI .OI DETAILS s FRANK JR. & PROJECT LOCATION & SCOPE Lij EXI T. WATER FLORENCE KULL ENLARGED KITCHEN PLANS SITE PLAN & ZONING DATA METER $ PROP. GARAGE' SOUTfWLD TOWN CODE 250-20'1 (A)(1) HAVER 1 44aER SUPPLY LINE LOTE51ZE/AREA IN ALLOWABLE nI (CURRENTLYRENTLY NO EXGEE55 OF 200,000 649 236.0 S.F. 236.0 S.F. 6FA TOTAL 6FA INTERIOR ELEVATIONS CONNECTION TO O 2dO LOTS IN ExcEss ENLARGED BATH PLANS OF 2C00,000 S.F. � A-5 O 2 .O z DWELLING) _ PAGE: cv � -� ALLD)WASLE S.F. /PLUS I% INTERIOR ELEVATIONS _-_ OF AhNY ADDITIONAL LOT 10,100.0 5.F. 4,4g2.4 S.F. 14,5-12.4 S.F. 2,03Q.6 S.F. AREAA ®® ■ O l 0 W - 5- 1 Q 1 •p 1 PROPOSED STRUCTURAL PLANS I _--- -----I mg' Y ,. M1 DATE: 05/08/24 1 0 F 20 -60' FRONT YARID N P O SETBACK 1 5 __---- SITE LAYOUT NOTES: "ar ;AA �.:..; , cJ- I O2 .0I PROPOSED STRUCTURAL PLANS THIS IS AN ARCHITECTS SITE PLAN B 15 SUBJECT TO VERIFICATION BY A LICENSED _ Q 0 AD SURVEYOR. THE INFORMATION : CK 1 \ REPRESENTED ON THIS 51TE PLAN IS TO THE , fF I I ; k _ N E ARCHITECT'S BEST OF KNOWLEDGE. " t I , .� I • 1. �''` ` - I O 1 •Q ELECTRICAL PLANS T" �� 2. SURVEY INFORMATION WA5 OBTAINEDM a 4«*;F ( ' •b` pVEMEN 78.44 00 FROM A SURVEY DATED MAY 20, 2020C� < 'AO EDGE 5 AND PREPARED BY: 0° j . O-- " BARRETT BONACCI Q VAN WEELE, PG 34` , .a w �. % O•-------------- __---- LOCATION OF - - HAUPPAUGE N.Y. 11788 p a ROPERTY 3f" TELEPHONE: (631) 455 1111 '".,n ,jam , Y$.:>F`,,< P "A ' 517E CLAN LOCATION MAC' SCALE: I" = 90'-O" SCALE: NT5 NOTES � SimEC'.I F I CAST I ON!S CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY ABBRE Y I AT I O I VS a- IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLA5 FIR LARCH #2 8 BETTER (Fb = 875) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT - _. Q TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION 1 PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH ,A MANNER TO ASSURE THAT THE CONDITIONS OF 0 SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR w 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR _ __ ______ V J GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL BLDG. BUILDING ��K KIPS (1000 LBS) 1 -j � GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD,ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT V) I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARINI6 CAPACITY OF (1) TOWSQ. FT., U.O.N. APPLICABLE BUILDING DEPARTMENT. I5 NECESSARY TO MATCH FLOOR HEIGHT5 WITH THE EX15TINO STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS BM BEAM MANU. SPEG.'s MANUFACTURER'S SPECIFICATIONS Q -F-+ N 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMA'�N LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE,UNLESS B.O. BOTTOM OF MAX. MAXIMUM �C 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TEGO" OR OTHERWISE NOTED ALL DIMENSIONS, CONDITIONS, AND APPI_IGABLE INFORMATION OF EXISTING ___ - -- - -- � r- 0 EQUAL. 1. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MECH. MEGHANIGAL .- STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. ____ O PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. _ __ _____ _ 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL _ _ FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING b. NO BACK FILL SHALL BE P'LACED AGAINST FOUNDATION WALLS B.O.W. �f BOTTOM OF WALL MIN. Ij MINIMUM O AND AUTHORITIES HAVI !G JURISDICTION. G J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF 1988 RULES SPECIFIED IN I.1 THROUGH I.B. UNTIL I TIER OF FRAMING I5, IN PLACE. 4-+ N L 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUBS, ____ ]� Q c Z U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. NYC, BG NEW PORK CITY BUILDING CODE - T_ T_ COL. COLUMN OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED _ 0- 0 ,y N 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 7• ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY 5. ALL OPENINGS FOR BEAM (POCKETS, UTILITIES, ETC. TO BE FILLED f CONT. �f CONTINUOUS O.G. � ON CENTER c Q U I SHALL BE CLARIFIED WITH THE NCIESEGT/EN6INEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. _ _ WITH THE WORK. 5. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE - � Q 0 m -N , GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IIN ACCORDANCE WITH PAGE 6-005. DBL. DOUBLE OGG. OCCUPANCY _ 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q• ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE ++ 04 ++ P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION I c 0 0 p UNLE55 APPROVED BY THE ARCHITECT/IEN&INEER. DAYS OF 4,000 P.S.I.,U.O.N. Q r. 0- � 0 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. CON��POURED CONCRETE n�fl 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WI TH FLOOR PLANS ON PAGE 0-005. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALL5 AND THE PROVISIONS OF AN51/ALTO A I q0.1 5TRUGTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON (MIN. OF 6" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING ROOF AND IS OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR: BARRIER UNDER D.J. DECK JOISTS PL. PLATE 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EA. EACH PLYWD. PLYWOOD APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. �� PL l� q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM V5055 ELEV. ELEVATION P.T. PRESSURE TREATED 11. SUB FLOORING,GENERALLY,TO BE OF 3/4" THICKNESS AND OF GDX &RAVE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPEGTIONlS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (3) 50. FT. EQUIP. EQUIPMENT REQ'D REQUIRED _ CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL _ 1 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXIST. EXISTING Ri RISER e II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. U AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN EXT_ EXTERIOR RM. ROOM 1 M PERMISSION FROM THE ARCHITECT. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. I I I UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE. FIN15H GRADE. F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS ASTM D545b STANDARD SPECIFICATION FOR EVALUATION OF 14. PROVIDE W GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES �.J RESPONSIBLE FOR DESIGN INTENT ONLY. FAR FLOOR AREA RATIO STL. �f STEEL EXCEED 8'-O" AND AT EVERY 8'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING,UNLESiS APPROVED BY ARGHITEGT/ENGINEER. NO 11 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OGCUIPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. I5. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE F.A.V. FRESH AIR VENT S.V. SMART VENT ___1 + 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY ,GLEAN AT ALL 0-005. 1.5. PREFABRICATED WOOD TRU55ES: ASSEMBLIES U51NO PREFABRICATED I'l. NO ADDITIVES SHALL BE (PLACED IN CONCRETE UNLESS SPECIFIED BY TO BE DETERMINED = TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHIALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ENGINEER. fFF FINISHED FLOOR TBD � RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK lb. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS - U BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND CONNECTED WOOD TRUSS CONSTRUCTION,THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. - - - 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGE5 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. f F.J. 11 FLOOR JOISTS THK. THICK t LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A 0) I&. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. I.b. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING b"' ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION ��T.O.W. TOP OF WALL AND ORDINANCES. Q e - 6ENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK --- I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6" SPAN. WALLBOARD, ASTM G37 SPECIFICATION FOR GYPSUM LATH, OR ASTM G7q CONCRETE SLABS TO HAVE b�xb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD THE SUB-CONTRACTORS S FOR A PERIOD OF AT LEAST ONE NEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS,EXIST. FOUNDATIONS ARE TO BE VERIFIED FR.B FRAME jTYP. TYPICAL AS PER PAGE G-003. L-I. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 8 SOUND GONDIIfION WITH AN EXIST. FOOTING OF MIN. I6" WIDE x 5" -- 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASK HARDBOARD OF DEEP 8 3'-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. 11 UNLESS OTHERWISE NOTED ARCHITEOVENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING. MS, DAMAOE5, _ ACCORDANCE W AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD &LASS WINDOWS AND DOORS. FTC. FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE G TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: 1. ALL &LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. __ ___ _ _ PERFORMANCE OF THE HORK PROVIDAOAIN5T ALL ED THAT ANY SUCH CLAIM DAMAG - I :�i E,LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD ILV.I.F. VERIFY IN FIELD ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 2. GLASS DOORS AND WINDOVNS SHALL NOT BE INSTALLED UNTIL PROPER -- - -- 15 ATTRIBUTABLE TO BODILY INJURY, 51,GKNESS, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE CLEARANCES ARE PROVIDED.. H.D. HOLD DOWN W/ WITH 1 INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND -______ -1 INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. ALL SLIDING 6LA55 DOORS,SKYLIGHTS, AND ANY OLA55 UNIT INSTALLED HDR HEADER �rWD. WOOD WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR WITHIN W' OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, ____ _____ _ _ CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY UNLESS OTHERWISE NOTED. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HNGR HANGER ZR ZONING RESOLUTION 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. -- --- - BE LIABLE R.EOARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH r PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOIST McMILLIAN IAE MICROLAM MANUFACTURERS SPEGIFIGATIIONS. HOR. HORIZONTAL B. 6EORGIA PACIFIC 2.OE G-P LAM 1.5.2. ORIENTED-STRAND BOARD (055), KAFERE30ARD ORIENTED-STRAND - - - 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE A. TRUSS J015T MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY }� I I }� /`�I ( }�� }� cq BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, (NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPEC.'S PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT ENERGY CONSERVATION GONSTRUGTION CODE. I I� SULAT I O I�l � FENESTRATION REOU I RE I" IE I TS m OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY( THE CONTRACTOR TO BE SURE THEY ARE IN ACCORDANCEE WITH THE DRAWING95, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR b. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR - _ -- Q p APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FR40M THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. ~ w FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, I-' a AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRI"TEEN Z Z AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.3. PARTICLE E30ARD: PARTICLE BOARD USED IN STRUCTURAL PROPOSED DESIGN CODE PRESCRIPTIVE VALUE AUTHORIZATION OF THE ARGHITEGT/ENGINEER. 7. ALL EXTERIOR DOORS ARE: TO BE WEATHERED STRIPPED AND PROVIDE ALL COMPONENT COMPLIES � _GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. VALUE CITATION (PER 2020 NYSEGGG) REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE _j U Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. uI w NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AVID CONDITIONS 5. ALL &LA55 I5 TO BE FREE', OF SCRATCHES AND IMPERFECTIONS. &LA55 X -i NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE - -- _ - PERTAINING ARE TO BE FIELD VERIFIED. SHOULD BE GUARANTEED BY ?THE MANUFACTURER FOR A PERIOD OF 5 YEARS. G IH OUTER THIRDS OF THE SPAN SHALL NOT EXGEEDANE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS MAX. U-VALUE = 0.32 Z RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.l CELLULOSIC FENESTRATION U-VALUE U-VALUE = 0.25 MAX. AIR LEAKAGE = 0.50 GFM/SF YES Q v 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH AIR LEAKAGE = 0.30 GFM/SF WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN( LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE PER R402.4.3 S TABLE R402.1.4 - CLIMATE ZONE 4 Z O IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH 0 It21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFA"GTURERS HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. THE CHARACTERISTICS OF THEE ANDERSEN WINDOW SPECIFIED. THE R-4q SPRAY FOAM INSULATION p d SPECIFICATIONS, UNLESS NOTED OTHERl-415E. 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DESIGN PRESSURE, CEILING R-VALUE 7" THICK (R=7/INCH) MIN. R-VALUE = 4q YES ui w 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. (BATT INSULATION MAY BE USED PER TABLE R402.1.2 - CLIMATE ZONE 4 MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I ROUGH OPENING,U-FACTOR,LI16HT AREA,VENT AREA,AND EGRESS WHERE ATTIC SPACE ALLOWS) 22. PROVIDE FIREBLOGKING AS PER NEEW YORK AC:GE5515IILITY STANDARDS. REQUIREMENTS. N Z THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE C70VERNINO BUILDING CODE, AND ANY ADDITIONAL __ - _ Z Q 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE EXTERIOR(2"xb") WOOD 2" FOAM INSULATION W/R-II BATT MIN. R-VALUE = 20 (CAVITY) YES 0 V UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/5 TO THE EDGE OF THE STUD. REPORTS. TEMPERED GLASS. FRAME WALL R-VALUE INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 Q H NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. _ __ > 0 COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HA5 SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL J J 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE II. EXTERIOR 6LAZIN6 SHALL IBE PROTECTED FROM WINOBORNE DEBRIS. MIN R-VALUE = Iq w u. CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE FLOOR R-VALUE R-30 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES w GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, N it ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RES51DENTIAL NOTES, AND TABLES ON PAGE 0-005 d 0-004. THE FASTENING SCHEDULE MISSILE TEST OF ASTM Elclgb AND ASTM E1556 AS MODIFIED BY 2020 NYS BG _ Z 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B 15.2.1 SQUARE AND SECTION 501.2.1.2.1. 6ARAOE POOR &LAZED OPENING, PROTECTION SHALL MEET ALTERATIONS INVOLVING BUILDING ENVELOPE Fes- CONSTRUCTION;SSTD I0-99 AND 2015 5BG HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6(ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). THE REQUIREMENTS OF AN APIPROVED IMPACT-RESISTANT STANDARD OR ASSEMBLIES SHALL NOT BE REQUIRED TO COMPLY Z CL �_ Lu C CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING AN51/DASMA 115. WITH THE REQUIREMENTS FOR NEW CONSTRUCTION, g it w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG 5CREW5: LAG 5CREW5 OR LAG BOLTS SHALL COMPLY WITH ANSI/ O FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEG.'s). ASME BI5.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). EXISTING CAVITIES SHALL BE PROVIDED THE ENERGY USE OF THE BUILDING 15 2 0 - 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH EXISTING CAVITY R-VALUE FILLED WITH NEW BATT INSULATION NOT INCREASED, WHEN EXISTING GEILIN6, WALL, OR YES 0 -1 � 2. APPROVED CONNECTORS, ANCHOR--, AND OTHER FASTEWIN6 DEVICES NOT HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 5' SHALL FLOOR CAVITIES EXPOSED DURING CONSTRUCTION 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES BE PERMITTED AS 6LAZIN6 PROTECTION. PANELS SHALL BE PRECUT AND I I ARE FILLED WITH INSULATION. INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 26. COLUMN BEARING A5 FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE PER R503.1.1, EXCEPTION #2 � � BE USED IN AGGORDANCE WITH MANUFACTURER'S RECO"MENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, PREDRILLED AND SECURED WIITH THE ATTACHMENT HARDWARE PROVIDED AS ---- - ---- -- --------- - ir TREATED WOOD # FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL RE QUIREMENTS PER THE ANCHORAGE METHOD SELECTED IN AC.GORDANGE WITH TABLE COMPLIANCE STATEMENT: ch 3. METAL PLATES,CONNECTORS, SCREWS,BOLTS AND NAILS EXPOSED cV DIRECTLY T THE WEATHER , SUBJECT TO SALT CORROSION IN COASTAL WALL w/STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN SECURE w/(2) I/2" ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION GODS USING CHAPTER 4 [RE]. w ; AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. CORROSION-RESISTANT AND IFHE ANCHORS SHALL BE PERMANENTLY INSTALLED 0 EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND ON THE BUILDING. Q � 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING 0 G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM A57M A653, STRUCTURAL QUALITY, --- o p SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N). GRADE 53 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TABLE R30I.-7 . PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY CLIMATIC GEOGRAPHIC DESIGN CRITERIA AND AT LEAST ONE STUD AT EACH 51DE OF OPENING. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIR.EMENT5 AS SET FORTH IN THE MANUFACTURER'S PLUMBING ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ____ PROJECT: STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) B ANCHOR BOLTS, CODE EVALUATION REPORTS. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. GROUND SNOW LOAD 25 L55 RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x•4" LUMBER 15 W b" RISE d w/(2) 3/4"m BOLTS THROUGH CENTER LINE OF VERTICAL LE05 2.2.5. NAILS: NAILS SHALL COMPLY WITH FASTASTENERS: F NAILS, STANDARD ALLOWABLE I N D IAN NECK FARM LOCATED IN UPPER THIRD OF ATTIC, SPACE AND ATTACH TO EACH PAIR OF SET 6" DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH( DEFLECTION RAFTERS' 2.2 . PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL GRANGES IN DIRECTION GYPSUM WALL BOARD .6 SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND AT BASE OF VERTICAL WASTE PIPES. RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B G U EST H OSU E 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/150 -1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY COMPOUND METHOD. MANUFACTURER'S CODE EVALUATION REPORTS. 4. USE 4" CAST IRON THROUGHI FOUNDATION WALL AND PITCHED AT I/5" PER W/ NO FINISHED CEILING, ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B Ib" WITHIN 4' OF EXTERIOR CORNERS. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS FOOT. 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 15.6.1 INTERIOR WALLS 4 PARTITIONS H/I80 OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE WOODSGREWS (INCH SERIES). S. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: WEATHERING SEVERE 3375 INDIAN NECK LN 5. SILL PLATE TO FOUNDATION ANCHORRACE;SILL PLATE SHALL BE ANCHORED DEEMED APPLICABLE. - DISH WASHER.........................................2" TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER - KITCHEN SINK........................................2" FLOORS d PLASTERED CEILINGS 1_/360 FROST LINE DEPTH 3'-O" PECONIC, NY 11958 OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALL5 - LAVATORY...............................................2" PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET - SHOWER/TUB..........................................2" ALL OTHER STRUCTURAL MEMBERS L/240 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN GO>NCRETE/MA50NRY IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING MECHANICAL CONNECTIONS: _ TERMITE MODERATE TO (HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS TOILET.........................................................3 AND AT SPACING NOT EXCEEDING ��' ON CENTER. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL - DRAWING TITLE: CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS 'SIMPSON" MAY BE LAUNDRY ..IN........................................... " EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. - FLOOR DRAIN...........................................3" ICE BARRIER REQUIRED YES GENERAL NOTES 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES,CORNERS, AND EDGE5 SHALL BE b. ALL SYSTEMS TO HAVE ONE: 3" MAIN VENT STACK AND INCREASED TO 4" EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 CODE5 AND REFERENCE STANDARD: TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED THROUGH ROOF ENERGY TABLE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 20?20 NEW YORK TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. BY "SIMPSON" MANUFACTURER. STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN # EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 20:20 NEW YORK 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES DRAIN GOOKS AS REQ'D. H05E 5155 SHALL BE PROVIDED WITH BAGKFLOW STATE ENERGY CONSERVATION CONSTRUCTION CODE. ALL OPENINGS. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL PROTECTION. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY -- 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, (CONNECTIONS OF b. FASTEN GYPSUM BOARD AS PER FASTENING 50HEDULE ON PAGE 0-003. LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 ;WOOD FRAME 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED WITH BACK FLOW PROTECTION(. STRUGTURA�L DES I(5N LOADS PAGE: CONSTRUCTION MANUAL BY THE AMERIC:AN FOREST d PAPEER ASSOCIATION (AF4FA) AMERIGAN WOOD COUNCIL (ANC,). q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL MECHANICAL,FUEL OAS: 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER HEALTH DEPARTMENT STANDARDS AND REGULATIONS. G-002m0ml 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEVe4 YORK STATE MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. I USE � LIVE LOAD DEAD LOAD PLUMBING CODE. I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR - NYS MECHANICAL CODE AND FUEL GAS CODE b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER TO CONGEALMENT OF PLUMBINIG. EXTERIOR BALCONIES 40 psf IS psf 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 INEW YORK STATE SPECIFICATIONS OF THE PRODUCT BEING INSTALLED P MECHANICAL CODE AND 2020 NEW YORK STATE FUEL 6ASi CODE. 2. ALL MECHANICAL SYSTEMS, APPLIANCES, 3 EQUIPMENT SHALL BE LISTED, II. NOTCHING AND BORING OF 'STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. LABELED, b INSTALLED IN ACCORDANCE W MANUFACTURER'S SPEC.'S $ CODE. 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED DECKS 40 psf IS psf 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC ARCHITECT NOR ANY POTENTIAL DAMAGE: THEREOF. DATE: 08/08/23 2 OF 20 CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION 3. ALL FUEL GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN CONSTRUCTION CODE. SHALL BE EQUIPPED w/FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL 5. ALL CONNECTORS SPECIFIED A5 A "SIMPSON" TOP MOUNTED BEAM SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTINGUISHED. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ELECTRICAL: ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf 4. SUPPLY +f RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM z!!I, SITE WORK COMPLETELY IN51DE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf 4c"Y I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR TO AN R-VALUE OF AT LEAST (NYS EGG R403.3): ENERGY CONSERVATION CONSTRUCTION CODE. . p�, .11 INSULATION ����, i; 2. VERIFY ALL 61VEN DATA ON DRAWINGS. IF THERE 15 A IDI5CREPANCY, DUCTS 3"cP b GREATER, LOCATED IN ATTIC: R-5 I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED 2• CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf "coN� f T e�Y FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. Cj ,,°( r'�• p ✓',x �� RECEIVE CLARIFICATION FROM ARCHITiECT/EN6INEER PRIOR TO PROCEEDING. DUCTS UNDER 3",P, LOCATED IN ATTIC: R-b COMPLETION OF WORK. DUCTS 5' d GREATER,OTHER PORTION OF BUILDING: R-b FOIL TO BE PLACED TOWARD WARM SIDE. �✓ .` f _s © n ; SLEEPING ROOMS 30 psf 15 psf (� a,, '� `i ;A C 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. DUCTS UNDER 3"O, OTHER PORTIONS OF BUILDING: R-4.2 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: .Z` - 1)', w r � 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY' AND BUILDING WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY - GENERALLY, VERIFY OPR PROVIDE HARD WIRED STAIRS 40 psf 15 psf , '�. SITE. STOCKPILE ALL EXCAVATED MATERIALS. SMOKE DETECTORS w//BATTERY BACK-UP IN: p p �4 pf. _;q' CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE _ � t FOUNDATION WATERPROOFING. (I ;' .e:'"=.�_ 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE A. EACH 5LEEPING ROOM GUARDRAILS AND HANDRAILS 200 psf 15 psf w,: ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE 3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE A5 FOLLOWS: � °��� �±f;cI Q_ FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE.. - q" R-30 FOR FLAT CEILINGS B. OUTSIDE OF EACH S;EPARATE SLEEPING '" �0' - 5.25" R-500 FOR VAULTED AND CATHEDRAL CEILINGS AREA IN THE IMMEDIATE VICINITY HA ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 12 psf FOR ATTIC '�e Q� G\,_ 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION THE BEDROOMS (GENERALLY THE HALLWAY) P 15 psf FOR LATH. `'m - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION G. EVERY LEVEL OF DIWELLING - 5.25" R-21 FOR FLOORS (BASMENT,FIRST FLOOR, d SECOND FLOOR,ETC) *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE 7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLDONN DETAILS TYP I GAL NA 1 L 1 N0/STRAP N(5 IRI EGU I RDMENTS FOR FA�STENINC SCHEDULE A Q IDW,ALL HARARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UPLIFT SHEAR � LATERAL Y `4I ND RES I S I ANGE NOTE: THI5 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS 0 SUB5TITUTIIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, W AND ROUGH OPENING FRAMING REQUIREMENTS) W "ALL STRAPPING TO BE V4"x 20 OAUOE** -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) _j v ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE *U5E 10d NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE A5 PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) Q _ N HOLDONN 'A' HOEDOWN 'B' FASTENER SPEC. FASTENER CONNECTION A DESCRIPTION 1 AND QUANTITY SPACING O �lAILIN GRID _ _ w (0 FOR T FOUNDATIONS AT RAFTER TO RIDGE ROOF GE I L I NO FRAM I NO O ,CONNECTION: 1.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A Ibd I L ENDWALL COMMON NAIL w/o PREBORED HOLES. C LO Z 1q_ END)WALL RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER r- �— (3) 2x FULL (5) 2x FULL CORNER STUD 2" 2.WOOD 15 ASSUMED TO BE Dr,#2 d BTR. IN DRY USE 0- 0 "(V HEIGHT STUD\ GO)RNER STUD HEIGHT STUD ONNEGTED TO FOR STRAP - 3 5 d• COMMON R.R. 2. iv SERVICE CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST :2Ox U O)NNECTED TO TRANSFER SHEAR NAILS a EA. END OF STRAP. 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL C 6 CO TRANSFER SHEAR `Y • • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 6-003 EACH LAP O "SIMPSON" HDaB FOR ROOF SLOPES UNDER 5:12 WITH • • • fir HOLES,SET NEW MEMBER. HOEDOWN ANCHOR® 2-I6d COMMON ROOF SPANS OF 24' OR GREATER, -1..i N O ++ 2-I6d COMMON • . • . • LOCATIONS NOTED NAILS ® 6" O.G. 8 / 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED NAILS ® 6" O.G. 8 USE 4 8 d COMMON NAILS ® EA. / • • GEILIN6 JOIST LAPS OVER PARTITIONS(PAGE-NAIL) q-I6d COMMON EACH LAP C ON PLANS 10" O.G. IF BLOGKE • • O C O" O.G. IF BLOCKED CORNER POST END OF STRAP. C.J C.TIES �" 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO Q r ` O CORNER POST TIGHTLY BOND THE END OF THE NAIL TO A q0" ANGLE,SEE-u n 1 1 x 6RAPHIC BELOW) COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE "51MPSON° HDaB THE ABOVE ASSUMES A RAFTER HOEDOWN ANCHOR ® SPACING OF I6" O.G.; FOR SPACINGS b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-&d COMMON EACH END LOCATIONS NOTED SECTION 12.4-PLACEMENT OF NAILS d SPIKES t TABLE a OF 24 O.G., INCREASE NAILING BY A GR 4-I. ON PLANS ° ° FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END CONNECTION BI B2 AT RAFTER TO TOP PLATE TO STUD NALL FRAMING HOLDONN INSTALLATION OPTIONS: CONNECTION: • FOR NEW o P. GONG. FOUND.'s B2 FOR STRAP - 3 5 d* COMMON NAILS a EA. TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT HOLDOWN CAST IN PLACE w/7/5"(P THREADED ROD • • END OF STRAP. ( IW) s� • • WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d GOMMON JOISTS - EA. 51DE FOR EXIST. P. GONG. OR NEWLY CURRED FOUNO.'s 7/8"� THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO raTt GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "51MPSON" SET(HIGH STRENGTH EPDXY --- I E31 MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. • — ADHESIVE), 8 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT SIMPSON #H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES • FOR TOENAILING - 3 5 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • TOP or BOTTOM PLATE To STUD (END-NAIL) 2-Ibd COMMON PER STUD FILL TOP 2 COURSES SOLID 8 CAST IN PLACE HOLDOWN USE SAME • w/7/8"(P THREADED ROD CONNECTION --- FOR G.J. TO R.R. - q I6 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, REQUIREMENTS FOR RAISED G.J.'s(WF+EN 2-Ibd COMMON ',2 PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW AT G.J. TO G.J. CONNECTION: ENDJOI5T, or BLOCKING (FACE-NAIL) 7--T1 HOLDONN '(G' HOLDONN 'D' 2 16 d COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAMING V J FOFOUNDATIONS � FOR NEWLY POURED CONNECTION GI � G2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST FOUNDATION ® ONE STORY ONLY (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END HEIGHT STUD CORNER STUD ONNEGTED TO ° BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END TRANSFER SHEAR " - AT STUD TO FLOOR ASSEMBLY slMPsoN" HDaB (3) 2x FULL • G2, TO STUD CONNECTION: BLOCKING TO SILL or HOEDOWN ANCHOR® 2-I6d COMMON HEIGHT STUD • TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® b" O.G. 8 ON PLANS CORNER IPOSBLOCKED GI FOR STRAP - 3 8 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOI5T NAILS � EA. END OF STRAP ! ° FOR EA. PLATE TO STUD ABOVE 8 OR JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST 2-Id Col.MC N NAILLS ® O. = ° BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER J015T " BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON ' PER FOOT W J • m ROOF SHEATH I NO ~ W az a STRUCTURAL PANELS: _ INTERIOR ZONE Sd COMMON 6" EDGE / 12" FIELD W W a "SIMPSON" ST DI4 CONNECTION DI D2 B oGl KING PERIMETER EDGE ZONE s Sd COMMON 6" EDGE /6" FIELD HOEDOWN INSTALLATION OPTIONS: o EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 w/ Sd COMMON 4" O.G. 0 FOR NEW P. GONG. FOUND.'s UP TO q" RAKE OVERHANG Q V HOLDOWN CAST IN PLACE w/7/5"(P THRLEADED ROD • N W • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATHING o W_ FOR EXIST. P GONG. OR: NEWLY CURBED FOLJND.'s i • F= d 7/8"m THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLA,TE(5) CONNECTION: D2 — -- GC)NGRETE w/ "SIMf'SON" SET(HIGH STREENGTH EPDXY IFR MIN. i I GYPSUM WALLBOARD 5d COOLERS L1" EDGE / 10" FIELD a ADHESIVE), d FOR TEMP.'s O°F-40°F USE "SIMPSON" AT CORNER FOR 'STRAP - 3 5 d* COMMON NAILS ® EA. -_._ _- - -______ N Z (H16H STRENGTH ACRYLIC ADHESIVE) I Z Q ONE #4 REBAR END (OF STRAP (WRAP STRAP UNDER SILL PL.) I SPECIFIED0 DI ° a E I WALL SHEATHING 0 m FOR EXIST./NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE FILL TOP 2 COURSEES SOLID d CAST IN PLACE HOLDOWN - W ° FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - ~ v w/7/8"� THREADED ROD 2 I d COMMON NAILS I STRUCTURAL PANELS Sd COMMON 6" EDGE / 12" FIELD W U- ALTE`.RNATE CONFIGURATION - ABOVE STUD TO m m FLOOR CONNECTION w/ # LPT4 SIMPSON (OR STRAP w/(3) GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD uj 8d NAILS• EA.END — W a o NA I L I NO/STRAPP I NO (9 WINDOW/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES OF EA.STRAP TO It W EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) 2 O aj — ALTERNATE USE O SIMPSON H2.5A) - 0 U- It NOTATION: STRUCTURAL PANELS: A - NUMBER OF ad NAILS ® EA. END OF STRAPPING(2018 WFGM,TABLE 3.7,P. ISq) GONNEGTI ON E �--' I" or LESS: Sd COMMON 6" EDGE / 12" FIELD B - NUMBER OF SILL 5TUD5-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.23B, P. ql) GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD C - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2015 WFGM,TABLE 3.23C,P. 2q: cM ALTERNATE AS PER TABLE 3.23D,P. 2q3) • N -- D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. W m A D (2018 WFGM,TABLE 3.7,P. ISq) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED W W HERE ALL SHEATHING NAILING IS REDUCED. G E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2016 WFGM,TABLE 3.22F,P. 288 W ) ° " PLATE(5) CONNECTION FOR EXAMPLE, IF ALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER O O G F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS) ® EA. IDE °, ° ° ° ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 5.5,P. 1111) a ° °d ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B E- ° ° ° ° ° ° ° °a° FOR STRAP - 3 8 d* COMMON NAILS a EA. s NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-160 NAIL PER FOOT. - FOR ROOF SHEATHING WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' SON EACH FASTENING SCHEDULE B I N D IAN NECK FARM ° ae ° END OF STRAP (WRAP STRAP UNDER SILL FL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE ° as ° a F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ° 9° FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - USED. GUEST H OS U E (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITIO :2— IS d COMMON NAILS A NOTATION SIONAOE FOR TRUSS TYPE PRE—ENGINEERED ROUGH A B G D E F G NOOD, AND/OR TIMBER CONSTRUCTION OPNG THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 3375 INDIAN NECK LN 2'-0" 2 1 1 I 1 1 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE PECONIC, NY 11958 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC, BOX OR 4'-0" 4 1 2 2 2 2 S � I G I f�I� ® PLATE OABLE ENDNALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE 1�l I®L� BRACING/STRAPPING AUTHORITY HAVING JURISDICTION: DRAWING TITLE: * - PROVIDE (2) 2"xIO" HDR'. (MIN.) U.O.N. 6'-0" 5 1 5 5 5 3 (6) - REQUIRES SILL PLATES OF 2"xb" (MIN.) FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE BLOCKING 2 LESS PROVIDE -1 2 5 4 4 4 �-- SPLICE —{ TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® LOGKIN6 0 12•0.G. CONSTRUCTION TYPE DESIGNATION SHALL STRAPPING, & NAILING DETAILS LENGTH I FOR WIND - EXPOSURES 640 - FOR WIND - EXPOSURES 540 - 4'-0' O.G.\<TOACHEIVE RAKE O.H. BE "I'll 11 "Ill", IV , OR V TO INDICATE ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF BUILDING MINIMUM SPLIGE'�2'•4 BUILDING MINIMUM SPLICE'-2a'` THE NY5 BC. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) T'YP. STRAP w/(3) PAGE: - - ed NAILS EA. END DESIGNATION FOR STRUCTURAL 3'-0" OF EA.STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, I �II Ib'-O" 3'-0"/3'—q° Ib'-0" 4'-0" ATTIC PRE-ENGINEERED WOOD, OR TIMBER ® � ■ ANGHOR BOLT SPEG I F I GAT I O I�l5 N { CONSTRUCTION AS FOLLOWS: F = FLOOR FRAMING INCLUDING Ol 20'-0" 20'-0" 5'-0" OGKIN6 2 BAYS GIRDERS $ BEAMS BL ' SPECIFICATION (2018 WFGM TABLES 3.2A 8 3.2B, P. 15-1-160) BACK o 4'-0" O.C. ''`„ - "R" = ROOF FRAMING CORNER _ 3q• _ 24'-0" 4'-0"/5'-O" 24'-O' 6'-O" - "FR" = FLOOR $ ROOF FRAMING DATE: 08/08/23 3 OF 20 CONDITION FOR ALL STRUCTURES: • %,"8' ANCHOR BOLTS C 3a" O.G. 28'-0" 5'-O"/6'-3" 28'-O" '1'-0" J 32'-0" b'-O"PT'-6" 32'-0" �y SECOND FLOOR 4 - - - r ,. e NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 8'-0"/10'-0" 40'-0" 11'-O" , • I. MIN. 7' EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS ���° � . • END w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK® 4'-O" O.G. "'='. qCj CONDITION N EXPOSURE TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-b" 50'-O° 13'-O° STROKE1 + IS EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL TYP. STRAP w/(3) 1 ,,_. " r-. TOP TWO COURSES SOLID 8d NAILS EA. END ��z.. � ,} ,— 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 601-0" 12'-O"/15'-O" 601-0" I6'-01. OF EA.STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEI6FfT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT -- - Y :: FIRST FLOOR ' LATERAL LOADS SHALL BE MULTIPLIED BY H/8; � + PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLSFiOOR A TERNATIVE L LL II& THE FOLLOWING FACTOR 80'o' 14-O' 70-o Iq'-O _ 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 8 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): �iA I b'-0" 80-O" 22:�„ FROM ENDS AND CORNERS (TWO ® CORNERS) q'WALL- 1.125 _ REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) :I' WALL- 125WALL- 1.3°15 u BLOGKINS 2 BAYS RED PANTONE WHITE Qr_ THIS COLUMN w/MULTIPLIER BACK® 4'-0" O.G. 4. COORDINATE w/ HOLDONN LOCATIONS 12 WALL- 1.5 FOR 10'-0"WALL #IS7 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UP C IRDERS, 3 OR MORE SUPPORTS Q(THAT EXCEED FRAMING STANDARDS, IT IS REO'D FOR FRAMER TO HAVE A E I REBLOGK I NC FOR PL.ATEORM HOOD FRAM I N(5 WORKING KNOWLEDGE OF 'THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) -------- --- - - - BETWEEN 1/6 ASSEMBLY REQuiIREMENTs: (FOR ENGINEERED LUMBER Do. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) o CONNECTION a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED W PATTERN DESCRIPTION TOGETHER SIDE 15Y SIDE ARE CONTINUOUS OVER W BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES -j v MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. NON-LOAD BEARING WALL OFFSET FROM SUPPORT q (2)ROWS IOd NAILS o 12"O.C. THE SPAN LENGTH FROM AN INTERMEDIATE CV 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Q '+'� � SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE - Ln STUDS STUD S IA(5)ROWS IOd NAILS O 12"O.c. p. THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE SERVES AS FIRESLOPPIN6. •C � O SUBFLOOR �(2)ROHS 1/2"m BOLTS O 12"O.G.5TA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE PLATE SERVE AS FIRESTOPPIN6. SUBFLOOR G DBL.o ENDS TWO-PIECE �� r CD BUILT UP GIRDER P ! MAX.52' w V_ SOLE PLATE NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE D (2)ROWS I/2'm BOLTS• I6 O.C. � SOLE PLANE --____--_ - ----------- ---- -_______ - TWO-PIECE 61RDlERS ARE TO BE NAILED FROM ONE F, >• JOIST SERVES AS FIRESTOPPING. O LO Z 01 (2)Rows 1/2• m BOLTS o 24"o.C. SIDE WITH IOd NAILS, TWO NEAR EACH END OF L- --______- BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRE5TOPPING SHALL BE 2 INCHES OF WOOD BLOCKING •- (2)ROW5 5-5/6'TRUS5LOCK SCREWS o 12"O.C. a 1/4 OF A OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL F SCREWED ON(I)SIDE OF MEMBER OR OF NONCOM-BUSTIBLE FILL. � �N LINE; OR 61RDER:5 ARE TO BE NAILED FROM EACH x U G (2)ROWS 3-3/8"TRllSSLOGK SCREWS• Ib"o.c. P SIDE W/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O SGREINED ON(U SIDE OF MEMBER - JOIST, OTHERS STAGGERED W/ A DISTANCE OF 52" AND :2 INCHES OF WOOD BLOCKING PLACED BETWEEN O 0 m .N H f(2)ROW5 5-51b"TRUSSLOGK SCREWS• 24"O.C. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRE5TOPPIN6. +, Lo JOIST SCREWED ON(1)SIDE OF MEMBER THREE-PIECE '1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND -1-+ N -1-•+ MAXIMUM OFFSET (2)ROWS 5'TRUSSLOCK SCREWS o 12"O.C. BUILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED W/ 20d C JOIST DEPTH,d 5GREvED ON BOTH SIDE of MEMBER _ 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS MATCHED SIZE OF BLOCKING P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. ^a �- 0 (2)ROWS 5'TPJ55LOGK SCREWS O Ib"O.G. 4 W UNDER NON-LOAD BEARING FIRESTOPPING AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE BLOGKIN OTHERS STAGGERED W/ A DISTANCE OF NOT MORE 5 b. THE HEADER SERVES AS FIRE-STOPPING. PARTITIONS ® 32" O.G. STUD (2)ROWS 5"TRUSSLOCK SCREWS o 24'O.G. BETWEEN 1/6 L 5CREWED ON 130TH SIDE OF MEMBER s 114 OF A THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE - __ _-___ --- -- - I„ / q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT HALL p FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS /� - BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO CANTI LEVERED FLOOR GE I L I NG BRAG I NG I. ,S 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED W/ 20d NAILS AS SPECIFIED STRINGER TO SERVE AS FIRESTOPPIN6. GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN&"OR SMALLER FOR THE THREE-PIECE GIRDER. - 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR E CONNECTION PATTERN 'B'WHEN 10"OR LARGER p• FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH ° - STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER I GIRDERS ARE TO BE SECURELY ANCHORED TO \� j I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH v SOLE PLATE 2"x4"CONTINUOUS E'ABLE END / FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF ^^ SUBFLOOR / TRUSS MASONRY PIERS, NAILED TO WOOD POSTS OR THE VERTICAL OPENING I5 SEALED BY PLASTER ON THE CEILING BAND LATERAL BRACE o b'O.G. `✓ BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE J015T 2J IOd NAILS TRU55 OR LEFT UNFILLED So THAT HEAT FROM THE CHIMNEY CAN BE CARRIED CJ HRINKA6E AIRAKAY BY CURRENTS OF HE INTERIOR INIH. P AND LASTER OGEEIILN6 ON AL N I NC � TT'ERN� FOR I �E ® QED BEM (1e . =�U�#� BEM ) PLATFORM FRAME CONSTRUCTION NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE e 10) Sd -LOCATIONS REQUIRUNG FIRESTOPPING- AS FIRESTOPPIN6. � NAILS FIRE- FIRE- WOOD FIRESTOPPIN5 FIRESTOPPIN6 STOPPING STOPPIN6 FIRE- FIRE- 50LE FA5TENIN6 RECOMMENDATIONS FOR 51DE-LOADED, STOPPING 5TOPPIN6 V MULTIPLE-PIECE MEMBERS J015T • 5d COOLER NAILS o 10" O.C. NAILED' BOLTED' J 2"x4"BLOCK NAILED TO EA.BRACE I, �' I I I I VERTICAL BLOGKING� 2 ROWS Ibd S ROWS Ibd 2 ROW514' 2 R"'E,V 2 ROW3)4• w/(4) IOd NAILS COMMON COMMON BOLTS a 2a• BOLT BOLTS UNDERSIDE-1 /'/ _ e 12'O.G.° a 12'O.G.° OG•sT � a 12"O.G. a 6.OG. COVERING 15 APPLIED \' 5 2090.5 TRAP _-_ FIRESTOPPIN6 WHEN GYPSUM BOA TWO ROWS 12"O.G. THREE ROWS 12"O.G. TO JOIST LOCATION I LOCATION 2 LOCATION 3 � v J DOUBLE PLATE 5d COOLER NAILS o 10"O.C. (10)bd NAIL BEAM SELECTION W/ STD. NAILING " " " " LOCATION 4 n l NOTE: ENDWALL 5 AS NOTED IN NOTES -1 4 8 " " " • " s JOIST SHALL BE LOCATED DIRECTLY *DENOTES ALT.FOR USE OF DRYWALL SCREWS F� I�O FIB LT " " o VER STUDS, UNLESS TOP PLATE 15 4"o EDGE/12"o FIELD FULLY BLOCKED SOLE OF 61RDER I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM ED6E5 WOOD FIRESTOPPIN6 DESIGNED TO CARRY THE LOAD SCREWS#6- IY4"TYPE W ORS FIRESTOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER As THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STAGGERED TWO Rows b•o.C. LOCATION 5 LOCATION b FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROU614 THE FULL oil THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O O O O O O (9 O © n INTERIOR STUD DETAIL OVERLAID ROOF 3.STAGGER EACH ROW OF FASTENERS BY 12'. O O O O O O O O O 2'SPACE NOT \ / ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED © NONCOMBUSTIBLE FIRESTOPPIN6 S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 Ik Al \ APPROX I INCH THICK BOTH SIDE OF THE MEMBER. b.VALUES FOR NAI CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED LIN6 FOR 4"O.G.NAIL SPAGN6. LOCATION -1 \� STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING w/ 9.2 ROWS OF Ibd COMMON NAILS 02'O.C)FOR DEPTHS I2.OR LESS FIRESTOPPIN6 LOCATION ci \ O EA.END o R.R. b.5 ROWS of Ibd COMMON NAILS(12.OZ)FOR DEPTHS OF 14",Ib'i lb". LOCATION 10 w FULL WIDTH 2.X BLOGKIN - 0 ca 0 1- H 0 GONSTRUGT I ON DETAILS a W I ND LOAD PATH CONNECTION DETAILS _ J U TOP PLATE DRILL 24) INTO ROOF INTERSECTION DETAIL DEC<FOR STRAPPING INSTL. NOT TO SCALE G F XIST.OR NEW Z ~ R.R.BELOW Q U NEW R.R.SET w/ z O it ul TOP PLATE LAPS 4 IOd o INUOUS LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s wLU vi ALIGN NEW d EX. I) z R.R.AS SHOWN K I NC STUDS > z O = PLAN VIEW NOTE: SIMILAR® SHED WOOD JOIST- -O WOOD JO 15 1 U ROOF,R. IN LINE I CRIPPLE STUD LL w z m BLOCKING O JO I ST HANGER HEADER 102 O GENERAL REOU I REMENTS FOR GENERAL REOU I REMENTS FOR O Lu a W INSTALLATION OF CLINCHED NAI I LS INSTALLATION OF TOE-NAILS G I RDERMEADER -0 >. � O � WOOD GIRDER JACK STUDS 0 o m a O WOOD JOIST - 10 AIN MEMBER y� d' O M N I;o• 300 Q \ JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION In 01 1. 1 SHALL �DIAM•X s APPROX. 30* ww/TH BE DRIVEN PROJECT: EMBER d STARTED APPROX. I. NAILS HALL BE DRIVEN PERPENDICULAR TO AS HOWN ABOVE)� THE LENSTH OF THE NAIL FROM THE EMBER END, THE MEMBER,STRAIGHT THROUGH AND BENT OVEER I N D I A N NECK FARM A MIN. OF (5) NAIL DIAM.'s AT A q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN GUEST H OS U E MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER - O 3. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS HALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD -O WALL STUD 0 --- WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE > BOTTOM PLATE f� IN EA. SIDE WHEN FASTENED TO A 2"x6" TOP PLATE. BATHTUB SUB FLOOR 3375 INDIAN NECK LN DOUBLE JOIST DOUBLE JOIST -0TOP PLATE PECONIC, NY 11958 GHIM. CHASE SECURING @STD. SIDE WALL � DRAWING TITLE: WALL STUD fl FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE:_ (SIM. I® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR: d BLK'G TO R/L SIDES w/STRAPPING lrO R/L SIDES) r O 0 PAGE: u L, TOIP PLATE ® o�m WIND RESISTANT GONSTRUGT I ON CONNECTORS GHIIM. CHASE WALL a z w v - - ------- - - CONNECTION LOCATII ON: PART NUMBER__ NOTES: 0040 ■ 0l in o ° `' RI DOE-TO-RAFTERS 0520 (p21"�z Q APPLY TO EACH PAIR OF RAFTERS a a _ RAFTER-TO-WALIL H-7 APPLY TO EACH RAFTER DATE: 08/08/23 4 OF 20 u IL F X RoaF o RAFTER-TO-PLAT-E H8 or H2.E APPLY TO EACH RAFTER R:EOV BLOCKING a PLATE-TO-WALL 57UD C520 (9 18" APP Y TO EACH WA TO ALIGN w/STR.APPING Q I j 0 L LL STUD ® EA. LEVEL ABOVE w APPLY TO EACH WALL STUD ��THE FIRST FL. ®zQ 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or G520 36" EDP. FLooR/GLG. OO APPLY TO EACH JACK STUD tr ,,-� ® HEADER-TO-JACK STUD C520 C@ 12" t,,e , CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN, ANCHOR SSTB16 APPLY TO EACH SIDEWALL END `{_ IST. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE SIDE VIEW PLAN VIEW (USE WITH 5" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENVED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OE I DRAL 5*%rMBOL <ENr : Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL. LW I EXISTING TO REMAIN WHEN APPLICABLE) J �—{ NEW WOOD FRAME (L.O. - NEW FOUNDATION WALL F---i w ♦, CV 5TL. WHEN APPLICABLE) _ Q Lo 0)NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 0 c ® P05T FOR 4" WALLS a-- WOOD FRAME (L.O. _iTL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL w � P05T FOR 6" WALLS), U.O.N. N O NEW 2-HR FIRE RATED WOOD FRAME (L.O. °iTL. 0 c Lo Z d' .- .- V_ WHEN APPLICABLE) a- v (V >, 0 I 0 m ;t �O DEMOLITION PLAN NOTES +r N 0 -�-� c C) v •• OI REMOVE EXISTING NON-LOAD BEARING PARTITION „Q n- :2 0 OREMOVE PORTION OF EXISTING EXTERIOR AND/OR BEARING WALL;NEW BRACING AS REQUIRED 3 -REM VE�XI�TINCz DOOR�AND,.d,4k1B O4 EXISTING STAIR TO BE REBUILT;EXISTING BALUSTRADE: TO REMAIN AND BE REUSED. —�—J MO XIS N GEkL N L RTE �TERIAL�T EXPOSE STRUCTURAL TRUSS MEMBERS ABOVE U OREMOVE EXISTING KITCHEN GASEN4ORK, APPLIANCES, AND/OR FIXTURES, AND STORE PER OWNER'S DIREGTIOPN OREMOVE EXISTING BATH CA5EPgO5'K/FIXTURE5 $ STORE PER OWNERS DIRECTION I I I I O REMOVE ENCLOSURE TO EXPOSE EXISTING I I CHIMNEY/FIREPLACE TO REMAIN OR TO BE REBUILT \\ I I I I I I I I REMOVE/REPLACE EXISTING WINDOWS d SIDELITES (TYPP.); \� O STORE PER OWNER'S DIRECTION I I I I I I I I 10 EXISTING CONCRETE PAD TO BE REMOVED -�_ \v__ i_i_L__J I II I III i II EXISTING SIDING TO BE REMOVED (TYP) � �� 13 12 EXISTING ATTIC FLOOR, FRAMING, d ROOF ABOVE TO E3E REMOVED. STORE WOOD MEMBERS TO BE REUSED. 13 EXISTING STAIR TO BE REMOVED -------- ��-------- ---- ----- 14 EXISTING WALL + CABINETS TO BE REMOVED V IS EXISTING SHELVING TO BE REMOVED Q v~ I6 EXISTING CHIMNEY TO BE REMOVED. STORE BRICK PER EXISTING BASEMENT x O III OWNER'S INSTRUCTION FOR LATER USE. OEXISTING ROOF TO BE MODIFIED -• SEE ELEVATIONS d EXIST III I SECTIONS I7 W.H. IS EXCAVATE GRADE FOR NEW FOUNDATION WALL5 5TAIRZ 4 la la EXISTING FLOOR SYSTEM TO BE REMOVED w DEMOLISH PORTION OF EXISTING FOUNDATION WALL 8 EXCAVATE EXISTING ADJACENT GRADE AS REQUIRED FOR 1 m PROPOSED CRAWL SPACE VENTS d VENT WELLS. t= -T-T- —I-7 I Q O I I I I I I I H w O REMOVE TOP OF EXISTING FOUNDATION ALL AS X I I I I I I I I z 0 W 21 REQUIRED FOR LOWERED FLOOR AND/OR DOOR ni iL EXIST. I Q THRESHOLD (VERIFY DIM. IN FIELD). UPI I I I I I I I w V w w 22 REMOVE BILGO DOOR # STAIRS 21 la vi z Ocr F=- a w w w DEMOLITION NOTE. cs PROVIDE SHORING AND SUPPORT TO ALL AFFECTED - - Z Q STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT O 2 OF ANY DEMOLITION OR CONSTRUCTION. j O V / Lu-! J law LL. -w z z go 21 21 it N O — Ow L U Ji it EXISTING BASEMENT w rl M N w O la Q \ 0 � - / 14 PROJECT: INDIAN NECK FARM GUEST HOSUE EXISTING CRAWL SPACE EXISTING CRAWL SPACE 3375 INDIAN NECK LN PECONIC, NY 11958 DRAWING TITLE: DEMOLITION PLANS PAGE: DM-101m0l DATE: 08/08/23 5 OF 20 DEMOLITION PLAN - FOUND )ATION LEVEL SCALE. 1/4" = 1'-0" � �,, p�AAl po. t,1 GENERAL 5)M50L <E� : Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT — � WOOD FRAME (L.G. STL. W WHEN APPLICABLE) W EXISTING TO REMAIN J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL STL. WHEN APPLICABLE) Q 1 +' N c 1) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL ® POST FOR 4" WALLS o WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b WALLS), U.O.N. N NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. a- .� Z WHEN APPLICABLE) N A o o I 0 0 m _ Lo r- DEMOLITION PLAN NOTES N O ♦' OI REMOVE EXISTING NON-LOAD BEARING PARTITION nQ o o- :20 W � OREMOVE PORTION OF EXISTING EXTERIOR AND/OR BEARING WALL;NEW BRACING AS REOUIREI7 55 0 -EX ST 6-0�9" IDJJA'MB ir I OEX15TINO STAIR TO BE REBUILT;EXISTING BALU5TRADF_ TO I I REMAIN AND BE REUSED. I �MQ�`EZCIS�Y{I�GE1L�tsLd__�LY�'1=EI?�IAI�RIA'L�TOE I I EXPOSE STRUCTURAL TRUS5 MEMBERS ABOVE I 10 2� 2_4 I I I I OREMOVE EXISTING KITCHEN CASEWORK,APPLIANCES, b AND/OR FIXTURES,AND STORE PE`.R OWNER'S DIRECTION I I W M REM I I OO BATH GASEwoRK/FIXTURES a STOR E PER ___ T_I OWNERS DIRECTION OREMOVE ENCLOSURE TO EXPOSE EXISTING CHIMNEY/FIREPLACE TO REMAIN OR TO BE REBUILT OREMOVE/REPLACE EXISTING WINDOWS d SIDELITE5 (T KP); STORE PER OWNER'S DIRECTION 1 -a I I EXIST. \\ ' 10 DOW j EXISTING CONCRETE PAD TO BE REMOVED I 13 I ]-I- - I EXISTING i 1111 \ / II EXISTING SIDING TO BE REMOVED (TYPJ --S __ 1_ \ MUDROOM I I I a EXISTING ATTIC FLOOR,FRAMING, b ROOF ABOVE TO BE REMOVED. STORE WOOD MEMBERS TO BE REUSED. a--IIIII X I I EXISTING 12 IIIII iu EXISTING I I CLOSET 13 EXISTING STAIR TO BE REMOVED PANTRY i i -------- 14 EXISTING WALL + CABINETS TO BE REMOVED � F- -I OI5 EXISTING SHELVING TO BE REMOVED W y I REF I I I OEXISTING CHIMNEY TO BE REMOVED. STORE BRICK PER Ib OWNER'S INSTRUCTION FOR LATE511 USE. F 17 EXISTING ROOF TO BE MODIFIED - SEE ELEVATIONS S �i 1 Hill Ib I I 1 SECTIONS - �� 1� L___ IIII Ib 1 �!I EXISTING KITCHEN I I I I I L_ EXCAVATE GRADE FOR NEW FOUNDATION WALLS 5TAIIR d I I I o la EXISTING FLOOR SYSTEM TO BE REMOVED I ----------------------ry---- �IIII ---III N ui DEMOLISH PORTION OF EXISTING FOUNDATION WALL d m I IIIII'—O I m EXCAVATE EXISTING ADJACENT GRADE AS REQUIRED) FOR IIIII PROP05ED CRAWL SPACE VENTS d VENT WELLS. w OREMOVE TOP OF EXISTING FOUNDATION WALL AS —'IIII �i I II �' \` I Z Z 21 REQUIRED FOR LOWERED FLOOR AND/OR DOOR ' r i W 2222 I a = THRESHOLD (VERIFY DIM. IN FIELD). I i _JI I w w 22 REMOVE BILGO DOOR d STAIRS 2 17'-O" I D -J p � v ___ Z _ 2'-10"� I— 2 a U uj E_ - _= r----- Z O 1 --- O a w w DEMOLITION NOTE: 0 PROVIDE SHORING AND SUPPORT TO ALL AFFECTED _-_ I y I Z Q 14 STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT O = OF ANY DEMOLITION OR CONSTRUCTION. Q F- II'-7" Ib'-O" \ IIIII I I IIIII/ �ii w I I 1 qO---IIIII EXISTING BEDROOM II EXISTING BEDROOM Hill W wI I - o w I � 1) I I IIIII i to Z O 2 z a TING BATHROOM =a.EXIS EXISTING DINING m p N -�_ p > EXISTING BEDROOMLu O3 LL X > ! it EXISTING CLOSET 1 1 1 - EXISTING ATTIC I I I I I W ei --------- .o L_ -J L-- ---I I cV I �O Ib U1� m F- --- I--- _l 3 i X O L 00 I r � Q \ O - i 12 1 \ r 1 1 I 11 O 4 111 — ' i I PROJECT: n I - -- III cn \ / \O/\ cr) O --- -- ������ � '��� — �`� --- — "�� y INDIAN NECK FARM Z ,-r--_ III —L J 16 \1 --- - N I I -- --�H 2 I w EXISTING BEDROOM I 2 � GUEST HOSUE r III I F�I - - -IH LJJ IIII I w LJ I~i = 11 13__ 3375 INDIAN NECK LN --J-if EXISTING BEDROOM iH i EXISTING LIVING ROOM Li q ;� 'IJIII ° PECONIC, NY 11958 Hill III IIIII � �� -- IH n111 DRAWING TITLE: �J I I I I -- - I I - IIH III -- --�H L 1 14 IO O '-4" y2" \ --N---� / 10'-5 DEMOLITION PLANS tu 14'-5" I 6-4y2 =— E 7777 - a a 11 a PAGE: EXISTING COVERED PORCH D IN/11 1.0 2 ■ 0 1. DATE: 08/08/23 6 OF 20 DEMOLITION PLAN - O ROUND FLOOR DEMOLITION FLAN - SECOND FLOOR SCALE: I/4" = I'-O" SCALE: I/4" = I'-V c ,SVE-DAr,, C, ;.t:,. 'fit "��� 0ENERAL SY1�'f 50L <Ell _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. WHEN APPLICABLE) 1 0 I EXISTING TO REMAIN LLI -�--� NEW FOUNDATION WALL W NEW WOOD FRAME (L.G. r -{ ,J N 5TL. WHEN APPLICABLE) *LIGHT AND VENTILATION NATURAL LIGHT 4 VENTILATION M (HABITABLE 5PA0E) Q 4 - N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL ARTIFICIAL LIGHT: I� 0 � P05T FOR 4" WALLS WOOD FRAME (L.G. STL. FLOOR, AREA III S.F. � WHEN APPLICABLE) X (MIN. (2) 2"xb" STRUCTURAL HABITABLE BEDROOM AREA: III SQ.FT. - b7 REQUIRED LIGHT: 6 FOOT CANDLES / SQ.FT. O r- POST FOR b" W s.F. REQ.ALL5), U.O.N. (1) 40W LED BULB = 450 LUMENS _S.F. NEW 2-HR FIRE RATED bFT. CANDLES X III SQ.FT. = 666 LUMENS L16HTINC;MIN. SSG 0 z 0 WOOD FRAME (L.G. STL. SA S.F. 7.2 S.F. WHEN APPLICABLE) bbb LUMENS / 450 LUMENS = 1.5 of FLOOR AREA �` A-2o1 a � MINIMUM (IS) 40W LED LIGHTS REQUIRED VENTILATION;MIN. 44 S.F. 6.8 S.F. 3 � .O U 4% OF FLOOR AREA D M rJl�� c � X O N HIGH EFFICIENCY LAMPS: MINIMUM (2) 40W LOW VOLTAGE LIGHT FIXTURES - cis (' ► 0 0 O 41 FLOOR P'L,4N NOTES NOT LE55 THAN q0% OF THE PERMANENTLY INSTALLED LIGHTING REQUIRED 0 m -Z CO FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER DOOR NOTE: NEW FLOOR: 2020 NYS EGG R404.1 PROPOSED (2) FIXTURES WITHIN HABITABLE BEDROOM ' C Np ca Oj I. INSTALL NEW INTERIOR DOORS WHEEN GALLED OUT 10 I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); AREA I-►'-o" Q ON PLANS BY 'JELD-WEN' (OR EQUAL). SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT INTERIOR. G 4 G 4 ON PLANS BY 'THERMATRU' (OR EG'JAL). 2.NEW FINISHED FLOOR PER H.O. SELECTION HOT WATER PIPING INSULATION: MECHANICAL VENTILATION 3.NOTE DOES NOT INDICATE EACH NP_W DOOR HABITABLE BEDROOM AREA: III SQ.FT. PROPOSED;SEE DE516NATIONS 4 DOOR SCHEDULE. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE 4.PLACE DOORS 4 MIN. FROM PERPENDICULAR NEW TILE FLOOR: INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE CEILING HEIGHT: 13.2 FT. �- 11 I. NEW TILE FINISH (H.O. TO SELECT) UPON FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 4 R403.5: REQUIRED VENTILATION: 0.55 GFM / HOUR (AGH) \ t / WALLS, U.O.N. PROPOSED 5. INSTALL AS PER MANU Sill 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING (III X 15.2 X 0.55) / 60 = 5.54 GFM SHOWER CLASS 6.PROVIDE (2) 2"xl0" HDR.,U.O.N. 3.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON :t '7. SEE PAGE 6-005 FOR ALL OTHER FRAMING 4.NEW " PLYWOOD SUBFLOOR BENEATH (CLUE 4 SCREW); FLUIDS " AN OR <55°F (RNOMIN �� 2. PIPING ' AND LARGER IN NOMINAL DIAMETER q GFM VENTILATION REQUIRED � NALL D DOOR ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. SCREW PERIMETER OF 5HEATHIN0 b O.G. 4 12' O.G. ® 5. PIPING SERVING MORE THAN (1) DWELLING UNIT ON TILE CURB INTERIOR. 10 T OSTAIR 4 RAILING NOTE: 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE � _ f,R - 2 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI 4 MIN. 10>" NEW 4"x3" ALUM. CONGEALED DOWNSPOUT AS Tr - RISERS SHALL BE GL05ED 12 PER DETAIL 6. PIPING LOCATED UNDER A FLOOR SLAB O BATH. r , • 2. 6REATE5T RISER HEIGHT IN A FL16HT OF STAIRS SHALL T. BURIED PIPING v NOT EXCEED THE SMALLEST BY MORE THAN 5. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS PROPOSED / 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-5". 13 GUTTER HIGH POINT (TYP.) OTHER THAN DEMAND RECIRCULATION SYSTEMS. 22-2 BEDROOM #2 1� 5 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 3b" MIN. 3 �• T Q ) 11 4.2. BELOW HANDRAIL, RAIL ON ONE 51DE: 31.5' MIN. UNDER-FLOOR AREA VENTS 2'-10 " 2'-IOy2" 14 I. NEW I6"x8' (MIN. SIZE) VENT TO PROVIDE MIN. 15.F. NET IUU31 110 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2"I MEIN. VENTILATION OPENING PER 2020 IRG R405. 3'-I - 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN III2. INSTALL A5 PER MANU. SPEG'S WITHIN 3'-O' OFONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FODUR OR MORE RISERS, AND WHERE SHOWN ON PLANS. BUILDING CORNERS. F 3. PROVIDE FOUNDATION VENT WELL 4 COVER AT ALL 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED ui VENTS BELOW GRADE; INSTALL PER MANU. SPECS. N - - - - - cV WALKING SURFACES LOCATED MORE THAN 30" ABOVE ,- - = = PROP. PWDR ROOM FINISHED FLOOR OR GRADE, 4 WHERE 5HOWN ON PLAMI5. 'i. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO INTERIOR LOAD BEARING WALL: 5 "i II ® • ALLOW PA55A6E OF A 4" 4' 5PHEERE;36" HIGH IS AS INDICATED BY HATCHING. HANDRAIL 4 SPINDLE SPAGIN6 NOT TO ALLOW AL16N 5TUD5 OF 5EARIN6 WALL5 TO LAND DIRECTLY PASSAGE OF A 4" 4) SPHERE. UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. - 6. 6RIPPABLE RAIL A5 PER CODE. 8 q. RAILING TO BE WOOD. FLOOR DRAIN: PROPOSED �+ - - 1 � ND 16 NEW 3" GUARDED FLOOR DRAIN w/3" TRAP to O STONE PATIO Q SMOKE DETECTOR / CO DETECTOR TES O I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT - m ry m 1 SMOKE / CARBON MONOXIDE COMBINATION DETECTOR Q Q' c - 108 - - - - - - HARD WIRED TO EACH OTHER w/BATTERY BACKUP. I 5M/ 0 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES I Q SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 0 I ARE NOT INTERCONNECTED, A5 PER NYE, R314.4. c PROPOSE 3.PROVIDE SMOKE/ CO DETECTORS AS INDICATED, AND PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 2 - - MUDROO- - - - - 2 4.SMOKE / Go DETECTORS TO MAINTAIN 5' MIN. IOy2 A-2 B 105 c IOC A :2 50511 HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTsi 12'-O" ll" 4 OPENINGS TO BATHROOMS w/ SHOWER OR TUB. 4 5. INSTALL ALL AS PER MANU. 5PEG.'s 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR N C7 IN COMPLIANCE WITH LOCAL CODE WINDOW NOTE: � w _ J J 4O I. ALL NEW WINDOW5 4 DOORS SHALL BE FLEETWOOD - - -I�-I _ I I 12Qx6� SLDR U Q m Q p R:E � - ~ w H 50007, OR FELLA ALL WEATHER, CASEMENT, DOUBLE- L - J II ® n 10n2 B " Z Z w w HUNG, OR GLIDING (AS NOTED). INSTALL AS PER MANU. 6' " = -ol - 4 Qp. = a Q SPEG.S. - II (2) 2X6 PO T BEARING 10 d GLG. HGHT. - - p ,, U Q 2.NOTE DOES NOT INDICATE EACH Ni'_W WINDOW PROPOSED; 011qH (2) DOWN TO pN yyA G1I DOWN TG� FDN WALL 3'-3 6'-Sy2 2 I 0 m -� Z a SEE DESIGNATIONS 4 WINDOW SCHEDULE. 1 0 \ w w dry'Ir 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS DRAIN PIPE In ~ II a' _ O H L] AND DOORS ON PAGE G-002. `\ FROM ABOVE dj ' ` EXPOSED FLOOR _� B D Q V ~ N 4.ALL CASEMENT WINDOW5 TO HAVE STRAI&HT ARM HING3F. \\ O PROPOSED _ w O 5.ALL DOUBLE HUNG WINDOWS TO BE: TILT W45H V\\ . , I - _ I JOIST CEILING (EXIST. 4 = m O p. �p (2) 2X6 POST BEARIN6 KITCHEN 6.IN 6ENERAL, TEMP. GL. SHALL BE PROVIDED: `� _ 3Xb F.J. ® 28" O.C) OO -¢ to z O O -------- DOWN ITO FDN WAL I I I O 6.1. FOR ALL S:YL 16HT5 4 OPERABLE PANELS OF o �� `------ - 001 dJ 6 4 �' F= I L a SWINGING,5LIDIN6, 4 BIFOL.D DOORS " m - m III - I � - -I I - - #I - o + N w Z w 6.2. WITHIN 18' OF F.F. Q Q' v c C MODIFIED I e D_ _ "i p _O p 6.5. WITHIN 24" OF A DOOR Q BASEMENT Im II - N z o 6.4. WITHIN STAIRWAY5 4 WITHIN 56' OF A LANDING �- X - Z (411 S.F.) w " I I I I (2) 2X4 POST 6 O = D Q 6.5. WITHIN TUB/SHOWER ENCLOSURES X �• z Q ABOVE b.b. SEE AL50 GENERAL NOTES ON PAGE G-002 w L + D V w Z '1. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND V _ _ _ A 112 0 0 + 4 V 3 u WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUMI o J w W (2) 2"xIO" HEADER U.O.N. 2 3-8 2 4 I (2) q " LVL _--_- w w p Q b.WINDOW FALL PROTECTION SHALL BE PROVIDED PER ,b NYS R312.2 FOR OPERABLE WINDCWS WITH SILL HEIGHTS 3,_O„ A-303 A-303 GIRDER OVE 113 z d m 16i TACKE n PROP. g O O LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN 72" _ _ _ _ _ _ _ _ I I ASHE BATH. #I z a 0I ABOVE GRADE OR THE ADJACENT' SURFACE AT THE - - - - - - (2) q " LVL DRYER _ E5 )w ul BUILDING EXTERIOR. - - - - - - - - - - ARINGIDONN = 114 0ZDER 0 N l a EGRESS NOTE: 3'-O" 14 TO FDN WALL Q IN COMPLIANCE WITH NEW YORK STATE BUILDING S 104 - O J 0 w CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF - - II U w m Q ST E61i SHALL BE FOLLOWED: an (2) OWN TOO FD��RAL6 3'-2" SM/GOO SM/CO 3 -u' 5-6.5 CL6. ' p m I O o NET CLEAR OPENING........... 5.7 S.F. - - - - - - - - - - - H6HT. TO o _ _ _ _ _ _ - - - - - - - -NET CLEAR HE16HT............... 24" MINIMUM 14 B.O. OF F.J. 5'-6" Q NET CLEAR WIDTH................ 20 MINIMUM / PRO SED TYPICAL BATHROOM NOTE: L LIVING/DINING - I PROPOSED m m 1 I FILL AS _ RO�, M BEDROOM #I 0 O5 1. WALL BOARD GRAWLSPAGE NEEDED REATED ® ® E O O I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD INd UNDER-FLOOR. GRAWLSPAGE I I a I N�i PROJECT: ALL BATHROOMSA-302 A-3o2 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND VENTILATION A _O TUB SURROUNDS I I I EXPOSED FLOOR 4 FLOOR 2. SHOWER FLOORS AREA 384 S.F. 4 o- JOIST CEILING (EXIST.1 I N D I A N NECK FARM 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 2,-b„ I I I I I I ? 3X6 F.J. ® 2a" O.G.) 11 2.2. CONCRETE MUD-SET (SLOPE 115" PER FOOT S.F. REa. S.F. PROV. I 2 GUEST HOUSE TOWARDS DRAIN) UPON 5'-�2" 2.3. WATER PROOF MEMBRANE TO COVER SHOWER - REQ�- 2.6 S.F. 2., S.F. ' \\ -1 tu PROP. 10 7 FLOOR, WRAP DRAIN 4 ATLEA5T 18 UP WALL5 MODIFIED - - - ' j `� I FOYER f NEW LAUNDRY ROOM: CRAWL 5PAGE `��� N 4 A A 4 4 A 4 A 2.COORDINATE AUND. ROOM 4 DOOR DIM.'s (31q S.F) o - 3375 INDIAN NECK LN w/ SIZE OF EQUIP. _ _ _ 10 1 PECONIC, NY 11958 3.PROVIDE HOOK UPS AS REQ'S PER: MANU. _ fl DRYER EXHAUST NOTE: GRAWLSPAGE - I. DUCT SHALL TERMINATE TO EXTERIOR UNDER-FLOOR �y2„ DRAWING TITLE: 2.DUCT OPENIN SLL TERMINATE MIN. 4'-0" FROM ANY _ VENTILATION I EXISTING 6'-I" 4'-lOy2" 3'-I jy2" 6'-I" 5'-b" FLOOR COVERED 3.DUCT SIZE AS PER MANU. AREA 31q S.F. MODIFIED - PORCH CONSTRUCTION PLANS 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER I NATURAL LIGHT 4 VENTILATION 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN I Sr-. REa. S.F. PROV. CRAWL SPACE - CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO VENT (554 S.F) Ili Q A-201 (HABITABLE= 5PAGE) CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 2.1 S.F. 2.1 S.F. SHALL BE LIMITED TO 51N6LE LENGTHS, NOT TO I REa'D EXCEED 8 FEET AND SHALL BE LISTED AND LABELED _ J FLOOR AREA 150 S.F. IN ACCORDANCE WITH UL 2155A. - 0 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID A-3o3 L I J A-505 �`! m S.F. REQ. S.F. PROW. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS l Q AGE: LIGHTING;MIN. 5% RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 14.4 S.F. 21.2 S.F. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL � A s OF FLOOR AREA SCREWS VENTILATION;MIN. 1 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER � 4SG OF FLOOR AREA "1.2 S.F. Iq.-I S.F. JA-101sO LOCATION TO THE WALL OR ROOF TERMINATION. THE _ _ _ MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 l FEET FOR EACH 45' BEND AND 5 'FEET FOR EACH q0° BEND. THE MAX. L1:NGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. - 14 14 14 14 NEW PLUMBING FIXTURES: - -- - - - - - - - - - - - - - - - DATE: /08/2 7 OF20 O ALL NEW PLUMBING FIXTURES TO COWLY WITH PG 405. SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. NEW EXHAUST FAN SHALL BE INSTALLED WHERE O8 VENTILATION 15 NOT MET BY MEANS OF NATURAL CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NYS MEGH. CODE SECTION 403.5.2.5; INSTALL AS PER MANU. SPECS Oq NEW ATTIC AGGE55 - PULL DOWN STAIR: - - - J " m GON57RUGT I ON FLAN - C ROUND FLOOR I. MIN. 350 # CAPACITY Q l` . 2.51ZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") 3.DBL. FRAMING WHEN NEW OPENING,U.O.N. 5GALE: 114" = 1'-0" CJ 4.WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-4q INSULATION ABOVE w/ WD. FR. (OR EQ.) BAFFLE OR Nlk RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED,AS PER NYS EGG R402.2.4 (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE THERMAL ENVELOPE OF BUILDING), 5. INSTALL AS PER MANU. SPEG.'s 6.CONSULT H.O. FOR PREGI5E LOCATION OF AGGE55. GON57RUGTION FLAN - FOUNDATION LEVEL OENDRAL 5�'1 �50L #BEY : Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL Lij I EXISTING TO REMAIN WHEN APPLICABLE) W J I NEW W A WOOD FRAME (L.G. NEW FOUNDATION WALL V) �--`7 STL. WHEN APPLICABLE) 3ol Q � NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL - � •� WOOD FRAME (L.5. :3TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL w w r POST FOR b" WALLS), U.O.N. - 0 NEW 2-HR FIRE RATED L (� WOOD FRAME (L.G. STL. O •c Ln Z .q WHEN APPLICABLE) m O N > x U O FLOOR (PLAN NOTES HIGH EFFICIENCY LAMPS: O m -+-� NOT LE55 THAN q OD% OF THE PERMANENTLY INSTALLED LIGHTING 0 O -a-+ FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER Lo DOOR NOTE: +' (V ++ NEW FLOOR: 2020 NYS EGG R404.1 O OI. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT Ip C 0 0 O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); ON PLANS BY 'JELD-WEN' (OR EQUAL). < r m � 0 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT �EI"I PERIMETER OF SHEATHING 6" O.G. d 12" O.G. ® ON PLANS BY 'THERMATRU' (OR EQUAL). INTERIOR. 3. NOTE DOES NOT INDICATE EACH NEW DOOR 2.NEW FINISHED FLOOR PER H.O. SELECTION HOT WATER PIPING INSULATION: MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE PROPOSED;SEE DESIGNATIONS $ DOOR SCHEDULE. NEW TILE FLOOR: INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE 4.PLACE DOORS 4' MIN. FROM PERPENDICULAR II I. NEW TILE FINISH (H.O. TO SELECT) UPON FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 d R403.5: WALLS,U.O.N. 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON 5. INSTALL AS PER MANU SPEG.'s �� I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING 'LIGHT AND VENTILATION 6.PROVIDE (2) VxIO" HDR.,U.O.N. 3.NEW DUROGK GEMENTBOARD (OR EQUAL) UPON FLUIDS >I05°F OR <55°F (R403.4) 1. SEE PAGE 0-005 FOR ALL OTHER FRAMING 4.NEW " PLYWOOD 5U5FLOOR BENEATH (GLUE 6 SCREW); 2• PIPING -" AND LARGER IN NOMINAL DIAMETER ARTIFICIAL LIGHT: NATURAL LIGHT 4 VENTILATION ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. SCREW PERIMETER OF SHEATHING 6" D.G. d 12" O.G. ® a INTERIOR. 3. PIPING SERVING MORE THAN (1) DWELLING UNIT HABITABLE BEDROOM AREA: 124 SQ.FT. (HABITABLE SPACE) V STAIR 4 RAILING NOTE: 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE REQUIRED LIGHT: b FOOT CANDLES / 50.FT. O I. ALL NEW STAIRS SHALL HAVE MAX. b-1/4" Ri d MIN. 10" NEW 4N5" ALUM. CONGEALED DOWNSPOUT AS 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD (1) 40W LED BULB = 450 LUMENS FLOOR AREA 124 S.F. n 1 Tr - RISERS SHALL BE CLOSED 12 6. PIPING LOCATED UNDER A FLOOR SLAB f 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SH4�LL PER DETAIL n �IPI , -�! 6FT. CANDLES X 124 SQ.FT. = 744 LUMENS NOT EXCEED THE SMALLEST BY MORE THAN . 8. SUPPL d RE PIPI GIN RE IRCULA ION SY TEMS S.F. REQ. S.F. PROV. OTHER THAN DEMAND RECIRCULATION SYSTEMS. 744 LUMENS / 450 LUMENS = 1.65 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-b".. 13 GUTTER HIGH POI T (TYP.) MINIMUM (1.7) 40W LED LIGHTS REQUIRED LIGHTING;MIN. b% � � 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: OF FLOOR AREA q•q S.F. (0.0 S.F. 4.1. BETWEEN CLEAR HEIGHT d HANDRAILS: 36" MINI. UNDER-FLOOR PEA VENTS > MINIMUM (2) 40W LOW VOLTAGE LIGHT FIXTURES VENTILATION;MIN. -tl- 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE: MIN.. 14 I. NEW I6"xb" (MIN. Si1ZE) VENT TO PROVIDE MIN. I S.F. NET REQUIRED 4% OF FLOOR AREA 5.0 S.F. 5.4 S.F. 4.3. BELOW HANDRAIL,RAILS ON BOTH SIDESS:: 77.1M41N. VENTILATION O NING PER 2020 IRG R406. 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN 2• INSTALL AS PE MANU. SPECS, 20 WITHIN .40 OF ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FLOURz PROPOSED (2) FIXTURES WITHIN HABITABLE BEDROOM �J OR MORE RISERS,AND WHERE SI10WN ON PLANS. BUILDING CORN RS. 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED 3. PROVIDE FOUND TION VENT WELL d COVER AT ALL - AREA O WALKING SURFACES LOCATED MORE THAN 50" ABOVE VENTS BELOW E; INSTALL PER MANU. SPECS. - N ^� FINISHED FLOOR OR GRADE, d WHERE SHOWN ON PL,4�N5. MECHANICAL VENTILATION Q 0 '1. 42" HIGH GUARDRAIL d SPINDLE SPACING NOT TO 15 INTERIOR LOAD EARING WA 12 13 O 12 HABITABLE BEDROOM AREA: 124 SQ.FT. ° ALLOW PASSAGE OF A 4" 4) SPHERE;56'. HIGH AS INDICATED BY ATGHING. CEILING HEIGHT: -1.0 FT. HANDRAIL b SPINDLE SPACING NOT TO ALLOW ALIGN STUDS OF BEARING WALL5 TO LAND DIRECTLY r REQUIRED VENTILATION: 0.55 GFM / HOUR (AGH) PASSAGE OF A 4" �P SPHERE. UPON F.J. OR BEA WHEN APPLICABLE BELOW. - b. GRIPPABLE RAIL AS PER CODE. _ (124 X 7.0 X 0.55) / 60 = 5.06 GFM q. RAILING TO BE WOOD. 16 FLOOR DRAIN: -- ------ --------------_.,_..._-- -------.--------------"____-- _._ SMOKE DETECTOR / CO DETECTOR NOTES: NEW 3" GUARDED LOOR DRAIN w/3" TRAP 5 GFM VENTILATION REQUIRED �--- -- - -J-- 01. CONTRACTOR SHALL PROVIDE CODE COMPLIANT O SMOKE /CARBON MONOXIDE COMBINATION DETECTOR'. ----------- -------------._---------...---....- -------...-__..--- --- ----_-------_- HARD WIRED TO EACH OTHER w/BATTERY BACKUP. v O 2.INTERCONNECTION BETWEEN NEW d EXISTING DEVICES SHALL NOT BE REQUIRED WHERE EXISTING ALARMS Q Omni ttl r ARE NOT INTERCONNECTED, AS PE:R NYS R314.4. 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND ES 20 PER GENERAL ELECTRICAL NOTES ON PAGE 0-002. O -- --- -- 4.SMOKE /CO DETECTORS TO MAINTAIN 5' MIN. -- HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS W. r- - -- -._-__ __. I I I I I /CF LINE OF EX15T 10 d OPENINGS TO BATHROOMS w/SHOWER OR TUB. OVERHANG G.T. w/ ±TG.H.5.INSTALL ALL AS PER MANU. SPEG.'s6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOE� ORO . rn IN COMPLIANCE WITH LOCAL GORE° ___,______-__- OVEP-HA G i I I w WINDOW NOTE: 13 I I I I I pu rl'- 6„ BATH #2 E m - - wI. ALL NEW WINDOWS d DOORS SHALL BE FLEETWOODPROP.3000T, OR PELLA ALL WEATHER, CASEMENT,DOUBLE- 8 � I _ _ _ _ - - - F- (7 cvBEDROOM #4HUNG, OR GLIDING(AS NOTED). INSiTALL AS PER MANU. _ `�-�----- ----- � Z Z SPEC.'S. _ I I I I 3 _--_-.- --- --- --- ------------ SM/GO - a Q 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; -"� -�- - 13 O �i 5'-2" 2 cv O x SEE DESIGNATIONS 4 WINDOW SGFIEDULE. 6:12 PITCH 6:12 PITCH �i N I I 2D5 w w r _-,. 3.FOR SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS ---------.__._.____-- _----.-- � ----_---__ I I I 201 _2 4'-5" - " AND DOORS" ON PAGE 0-002. al- z 4.ALL CASEMENT WINDOWS TO HAVE: STRAIGHT ARM HINGE. F- 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH I I I I n4'-3"--- -3'-O"-�h20 -2 b'L BE PROVIDED: Z O 6 b.1.IN FOR ALL 5KYLIGHT5L 8 OPERABLE E PANELS OF 50 AR ROOF. TESLA ^-- PROP. TE5LA SOLAR ROOF - I I I I m ( z 3�Q �V N �-cr O Ix SWINGING,SLIDING, # BIFOI_D DOORS -- ----- (SEE MANU. - (SEE MANU. - --- I I I m N 2 gM/Gp �i ROPI'- n- 6.2. WITHIN Ib" OF F.F. SPECS) SPECS) I I I ® w `t _ BAThi b N w 6.3_ WITHIN 24" OF A DOOR _ -___-_____ 1OFr=N #3 _0 6.4. WITHIN STAIRWAYS d WITHIII 36" OF A LANDING T BELOW m 5 II Z Z 6.5. WITHIN TUB/SHOWER ENCLOSURES l4 - - ---- -- I I I 1 I I I N 203 O 2 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 z 1 cj - 7. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND �'= I'-lOy2" �_ 2'-10�2'. I I I I � ?Q? ~ WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUMS tt) OVERHANG OVERH�AN I = 2'-3" 2'-2" I`2'-b" 5'-O" aL i w 8.W NDOW FALL PROTECTION SHALL BE PROVIDED PER 12 O 13 12 13 12 _.--_--_-.----._.---- -------------- - - _ - ® ® m I 206 1 w W NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEI0HTr5 02 Q Z LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN 72" _ - - - ABOVE GRADE OR THE ADJACENT-SURFACE AT THE �' ~ a.g ~ BUILDING EXTERIOR. I I I PROP. 10 w jr w 12 I I I HALLWAY 2 O N O EGRESS NOTE: e - - ------ --- IN COMPLIANCE WITH NEW YORK STATE BUILDING it E O 0 CODE,SECTION R310.2.1;THE FOLLO1141NG MEANS OF -..-- -._-.-- - ----- - -- --- --� -- ----- -- - -___--__ .____--_----._._._ A-30.2 I I I I m A-502 O LL EGRE55 SHALL BE FOLLOWED: PROP. TESLA _"...-_-___- ._ __ - PROP. it _� BEDROOM #3 SOLAR ROOF LINE OF EXIST NET CLEAR OFENINO........... 5.7 S.F. (SEE MANU. 142" r \ NET CLEAR HEIGHT............... 24" MINIMUM --- U -- - - SPEC - -- ----= I I I I 1- - - - - - - - - (V NET CLEAR WIDTH................. 20' MINIMUM F C.T. w/ ±T G.H. w Q PROP. TESLA ----- --- -- "_ - 2 H O TYPICAL BATHROOM NOTE: cv - - SOLAR ROOF --- ---- -.__._._____-- _-.--- -__.__---.- --- -__--- I I ( I : I + O a w - - _ -5 I. WALL BOARD - 6 -- (SEE MANU. --- - - -- - x ---- - - --- -- I I I ALL I o o O o I.I. INSTALL MOISTURE 1.2. INSTALL HRO CONCRETE BOARDrIN ALL SHO�RSRANL� -- SPECS) -- Q ------ ------- ----- -- ------- -- - -- a -- -- I I I I I I _�j m PROJECT: TUB SURROUNDS - -- ------- - __... - - ---- --------- - __. ------- 2. - - SHOWER FLOORS - 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON ----- - - ---- - - ---- - --- --- --- --- - -- ----- - _ --- --- -- -. - _�Y2„ INDIAN NECK FARM 2.2. CONCRETE MUD-SET(SLOPE I/b" PER FOOT - - 3-I O `I' GUEST E U ST HOSUE TOWARDS DRAIN) UPON - _ -------_----------------------__-- N m _ 2.3. WATER PROOF MEMBRANE TO COVER SHOWER - --- -�- -- -_-------------------------- --_- Q A-201 O FLOOR,WRAP DRAIN d ATLEA5T Ib" UP WALLS ------ U - ---- PROP. TESLA H SOLAR ROOF NEW LAUNDRY ROOM: � (SEE MANU. ----- --------------------------------____ -- O I. NEW WASH /DRY HOOK UP _ N - -- _ - ------ -----_____.____ ____ 'SLIGHT AND VENTILATION NATURAL LIGHT 4 VENTILATION 2.COORDINATE LAUND. ROOM d DOOR DIM.'s SPECS) -- -- - -__-_-- -_.__-.- ------_-__.- - _ m (HABITABLE SPACE) 3375 INDIAN NECK LN w/SIZE OF EQUIP. ARTIFICIAL LIGHT: 3.PROVIDE HOOK UPS AS REQ'S PER MANU. Q HABITABLE BEDROOM AREA: 145 SQ.FT. FLOOR AREA 145 S.F. PECONIC, NY 11958 REQUIRED LIGHT: b FOOT CANDLES / 50.FT. DRYER EXHAUST NOTE: -.___-_- _--.------------.____--.__._--- (1) 40W LED BULB = 450 LUMENS S.F. REQ. S.F. PROV. I. DUCT SHALL TERMINATE TO EXTERIOR 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY _.-_ ---------------.-------.--.-----___-_-- -_ _ _- ---__.-___ 6FT. CANDLES X 145 SQ.FT. = 858 LUMENS LIGHTING;MIN. b% DRAWING TITLE: = O NINGS 11.4 S.F. *&.0 S.IF. - - 3.DUCT SIZE AS P 858 LUMENS / 450 LUMENS IA OF FLOOR AREA U PER MANU. -- - - MINIMUM (I.q) 40W LED LIGHTS REQUIRED 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER - - VENTILATION;MIN. 5.7 S.F. 75 S.F. CONSTRUCTION PLANS 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN ----_---_ _.__ �- _-_--_-_ s 4% OF FLOOR AREA CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO Q 0. MINIMUM (2) 40W LOW VOLTAGE LIGHT FIXTURES CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM _-- ------ --------___._ ------- N -_--_-__----- _____...- --- __------------ - ------ �_ --------- - REQUIRED SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO EXCEED b FEET AND SHALL BE 1-15TED AND LABELED PROPOSED (2) FIXTURES WITHIN HABITABLE BEDROOM ------------ - -- -- - tr ___-_._._.._. _-___-.___._..-.�-.___._.---____..---_._-__... AREA IN ACCORDANCE WITH UL 2156A. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS __.----.--__---- ----------------------------------_--_-- - - -. -_--_____------__--- MECHANICAL VENTILATION PAGE: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST -_____-__ _ HABITABLE BEDROOM AREA: 145 SQ.FT. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL FU- - ----- ---"�--"-"---"-- ----� yG a PROP. STANDING PROP. TESLA CEILING HEIGHT: 7.0 FT. SEAM ZING ROOF, -- SOLAR ROOF '/. MAX. LENGTH SHALL NOT EXCEED :25 FT FROM DRYER -- cV - - -- -- ---- REQUIRED VENTILATION: 0.55 GFM / HOUR (AGH) TO MATCH EXIST. (SEE MANU. 102m0l LOCATION TO THE WALL T ROOF TERMINATION. THE SLOPE (TYP) - SPEG5) (145 X 7.0 X 0.55) / 60 = 5.53 GFM MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 --- - - -..-___. -__ __-__.____.____-___---_--_ FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES ------- - -- -- -------- 6 GFM VENTILATION REQUIRED NOT INCLUDE THE TRANSITION DUCT. _._ ______- - __-----------__---------------------------____._. - NEW PLUMBING FIXTURES: DATE: 08/08/23 8 OF 20 OALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. --- ------------------------------------------,------.--------------------__.__.--------_._-_-- SEE ALSO PLUMBING GENERAL NOTES ON PAGE 0-002. ONEW EXHAUST FAN SHALL BE INSTALLED WHERE 13 12 G01�15Tfi�UGT)Oil i�L>��l - SGONI� LOOiZ 8 VENTILATION IS NOT MET BY MEANS OF NATURAL 12 12 12 13 CIRCULATION THROUGH WINDOWS OR ,DOORS TO r,Y OUTDOOR SPACES AS PER NYS MECH. CODE SECTION EXIST. 405.5.2.5; INSTALL AS PER MANU. SPE05 PORCH SCALE: 1/4" = 1'-0" F_O'�'s '� O NEW ATTIC ACCESS - PULL DOWI`! STAIR: OX I. MIN. 350 # CAPACITY 'oC�,A 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") t. M 4.WEATHERSF TR ACCESS OPEN U.O.N. ING d PROVIDE R-414 INSULATION ABOVE w/ND. FR. (OR EQ) BAFFLE OR RETAINER TO PREVENT INSULATION FROM ENTERING N.A " „f DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 THERMAIL ENVELOPE OF BUILN ATTIC ACCESS DOES DING).OT PENETRATE THERMAL PLAN -- ROOD 5. INSTALL AS PER MANU. SPEG.'s 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. SCALE: I/4" = I'-0" DOOR SGHEDULE �- SECOND FLOOR 1 11111 - ---------- - 1 0 I L DOOR SCHEDULELLJ POCKET DOOR TDB i 2'-8" b'-8" 1 • J 204 I 0 LL DOOR MATERIAL 205 DOUBLE JELD-WEN 4'- b • N _- Q - ------ I --- -- --- 6'-8" • LO t Lf) FIRE 4'-4" ]E&'-&" c� N �TAG DESCRIPTION MANUFACTURER RATING NOTES DOUBLE JELD-WN WD HEIGHT p -Aw 45 MIN. 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PROV.104 POCKET DOOR TBD • TEMP.TYPE PER PER MODEL HEGHT REO'D:24" UNIT UNIT105 SLIDING DOOR ANDERSEN '-O" #FWHID60611 WIDTH HEIGHT ENREQ D 5OP 2 4'-4 ANDERSEN0145 I5 /1MODEL A (6) VVI 6' b-0106 SLIDING DOOR ANDERSE 4� #FWHID6061I 2-II =4 Ll15/I6° -7.5 B (I) ANDERSEN CXW155 'IA1 I2q 4-O 68 -7.2N G AND ERSEN WI410? SINGLE JELD-WE 2'-8" 6'108 DOUBLE JELD- N 4'-0" 5'_4 D (4) ANDERSEN ORI55 loci POCKET DOOR TBD 3-10" " J10--_ ER5EN 4' 4 ' 4 L8 I L I POCKET DOOR D 2'-4 V-4 "1F (I) E 5.� 5.RSEN 5/8 IB/I6 III BI-FOLD JELD-WEN jr b-8" AF DOUBLE JELD- EN '-4" "a.,112 0) F- 115 [ DOUBLE JELD-WEN 2'-4 < 5'-O " I- EA DOUBLE JELD-WE " __ -- O SECOND FLOOR OOR It TO MATCH PROPOSED TESLA SOLAR ROOFIN620 POCKET D TBD • IG ROOF PITCH TBD 95, (EE MANU. SPEGS)20 POCKET DOOR • PROPOSED REPLACEMENT 2 3FPOCKET DOOR TBD ATTIC VENT TO MATGH EXI5TIN5 �E 2'-8 ► NEW WOOD FASCIA i En J i 1 iIn PROPOSED VERTI AL WOOD PLANKSIDI G Za PROPOSED TESLA SOLAR ROOFING TO MATCH EXISTIN& ! itROOF PITCH (SEE W W MANU.f Z ZO EO WZ � o = it Mill ILL W Z za Ww o PROPOSED VE I AL W ODD PLANK SIDINGD PROPOSED VERG L EO WOOD AN I INC,ING M u.io o I PROJECT: PROPOSED INSULATED GLASS I ,F ob lid I 1 i I i N PROPOSED INSULATED GLAS PROPOSED FRONT DOOR WITH WINDOW TO MATCH EXISTING SIDELIGHTS AND INSULATED WINDOW TO MATCH EXISTING 4-A/201 SOUTH BUILDINO ELEVATION (bIOHT S1I7E) 3-A/201 f�ST BUILBINO ELE\/AT10i (REAR) INDIAN NECK FAR , M GUEST HOSUE SCALE: 1/4" 1'-0" SCALE: 1/4" 1'-0" PROPOSD WOOD FASCIA 3375 INDIAN NECK LN PROPOSED TESLA SOLAR ROOFING TO MATCH EXISTING PECONIC, NY 11958 ROOF PITCH (SEE MANU. SPECS) DRAWING TITLE: BUILDING ELEVATIONS PROPOSED VERTICAL WOOD PLANK 5IDING PROPOSED TESLA SOLAR ROOFING TO MATCH EXISTING ROOF PITCH (SEE MANU. SPECS) OPOSED TESLA SOLAR INNIS TO MATCH EXISTING PAGE: O PITCH (SEE MANU. SPECS) A-2 DATE: 08/08/23 9 OF20 > 'D �CPROPOSED VERTICAL- PRO QED VERTICAL WOO PLANK SIDIN6 O W O PLANK IDIN6 PROPO 'D EXTERIOR ING DOOR PROPOSED REAR DECK f I Lid I - / O I-----/`1 Cs Tf - 3UI NC I -A/201 - ICIEST BU I LD I NO ELE\/AT)Oil (FRONT) I SCALE: 1/4" = 1'-0" SCALE: I/4" = P-O" BUILDING SECTION NOTES a NEW ROOFING NOTE (TYPI Oj I. INSTALL NEW WOOD SHINGLE ROOF OR STANDING SEAM uj ZING ROOF (SEE ELEVATIONS FOR LOCATIONS) Lij 2.INSTALL ICE AND WATER SHIELD !FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLE:Y5 OVER M 3.INSTALL 15 # BUILDING FELT N.O.N.) OVER 4.1/2" GDX PLYWOOD SHEATHING(BLOCK ALL SEAMS) Q Lo N 5.GAP 5HINGLE OVER RIDGE d HIPS (A5 REO'D) -N 6.PROVIDE RIDGE VENT(AS REQ'D) O "f. FLASH ALL VALLEYS &.INSTALL DRIP EDGE AS REQ'D a-- 9.INSTALL ALL AS PER MANU. SPEC.'s Of 2 TYPICAL ROOF 8 CEILING CONSTRUCTION: �-+ O • NEW ROOFING AS NOTED O LnZI- . I/2" GDX PLYND 5HEATHIN5 (BLOCKING ® ALL PLYWD> 0 N SEAMS) :2 x U • R.R., G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER: C O 7 O &' INSTALL "X" BRIDOINO ® CENTER OF SPAN,U.O.N.) • PROVIDE R-49 D O ++ In BATT INSULATION WHEREVER ALLOWE PER ATTIC SPACE; IN ALL OTHER'. AREAS,PROVIDE 7"' 4-1 � s THK. SPRAY FOAM INSULATION (R-411 ® R-"I/INCH) Q O c 0 • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVE5 NEIN ROOFING ON ON 1/21, O.S.B. C s NEW EXTERIOR NALL CONSTRUCTION (TYP.): DECKING N/ FULL INSULATION (R-41 O FOR PORTIONS OF NEN EXTERIOR WALLS: MIN.) • "VENTED TYVEK" HOUSE WRAP (OR EQUAL) UPON • 1/2" GDX PLYND. SHEATHING (BLOCKING ® ALL PLYND SEAMS) UPON • 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE - - - -- ---�- - - --1--- _ - —L f I j I • — • 2" FOAM !INSULATION N/R-II BATT INSULTION • 5/&" GYPSUM BD. WALL FINISH NEN 51DINO NOTE (TYPJ: ! O4 I. INSTALL NEW P400D 5HINGLE 51DINO,STANDING SEAM ZING SIDING,OR VERTICAL HOOD PLANK 51DINO (SEE t1 11 11 'ELEVATIONS FOR LOCATIONS) _}--�—�-- --� � J - ---' - --- �-------- - -- .-�----_-' _- - ---- ----' ' - �----1__t--- -- - ---- --- 2."TYVEK" HOUSE NRAP (OR EQUAL) ' I i ' I _- I I I f ! I r ! 3.INSTALL ALL AS PER MANU. SPEC.s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL OTYPICAL FLOOR CONSTRUCTION_ 5 I. FIN15H FLOORING TO SELECT 2. 5/4" Td 0 GDX PLYND. SUBFLOOFZ GLUED S SCREWED' 3. F.J. AS NOTED ON PLANS - AT SPANS OVER&' IN5TAILL 'X' BRACE ® MIDSPAN 4. MIN. R-30 BATT INSULATION (ONLY BETNEEN FIRST 0 FLOOR AND FOUNDATION) 2 X 8 RR @ 16' O.G. (2 X 10) 5. 2" THK. SPRAY FOAM AT BLDO. PERIMETER RIM JOIS"TS 2 EXISTING ROOF JOISTS TO BE APPLIED TO GE I L I NO (NON-STRUCTURAL) — — — — 0 \ CEILINO TO BE REMOVED 4 \\ Q 5/ " GYP. BRD. N/ INSULATION (R-4Q MIN.) \ EX15TINO ROOF STRUCTURE TO REMAIN m � o / ! zZ / z / 1/2" GYP. BRD. ON 2x4's @ 12" O.G. N/ XISTINO ATTIC i LOOP, TO BE RE OVED; ROOF / FULL INSULATION (R-21 MIN.) it O BE OPEN BELCV4 WITH STRUCT AL RIDOE / z - - - - - - - - - — _ IEXISTIN NC�OD FLOG NO z o TO B REFINISHED, P. I P a "57 _ W ti -----�----- - - vi z a o = � U -- NEW SIDING ON HOUSE WRAP (TYVEK OR EQUAL) W ON 1/2" O.S.B. SHEATHING ON 2x6'5 @ 16" O.G., vi Ul TYP. ( zz :5 o I w dp Ww O M 1/2" GYP. BRD. ON 2x4's @ 12" O.G. N/ FULL 0 -j INSULATION (R-21 MIN.) -- - — - - � Lii N 0\0 � O PROJECT: - - - - - - - - - _ _ _ , _ I N D IAN NECK FARM - - - - - - - - - - - - - - - - - - GUEST HOSUE EXISTING WOOD FLOORING TO BE REFINISHED, T P. C 3375 INDIAN NECK LN FULL INSULATION (R-30 MIN.) ( PECONIC, NY 11958 X z 7- y d DRAWING TITLE: O O O d m a -- ° I BUILDING SECTIONS e e d d d d PAGE: A-402 A-302mOl DATE: 08/08/23 11 OF 20 BU I L.D I NO SECTION 5-1/A-502 &GALE: 1/2" = I'-O" ;s C, n` r � r. BOIL )INO SECTION NOTES NEW ROOFING NOTE (TYPI (D I. INSTALL NEW WOOD SHINGLE ROOF OR STANDING SEA1M \ ZING ROOF (SEE ELEVATIONS FOR LOCATIONS) / 2.INSTALL ICE AND WATER 5HIE1-D FROM FASCIA UP TO) 24" FROM INSIDE FACE OF STUD WALL AND AT VALLIEYS LLI OVER ui 5.INSTALL 15 # BUILDING FELT(U.0.14) OVER 4.1/2" GDX P!.YHOOD SHEATHING (BLOCK ALL SEAMS) J 5.GAP 5HING L`Z RIDG E GE d HIFS (AS REOV) N m .PROVIDE RIDGE VENT (AS REO'D) Q 6 � O In \ 'T. FLASH ALL VALLEYS / a.INSTALL DRIP EDGE AS REO'D O 4. INSTALL AL'- A5 PER MANU. 5F'EC.'s 2 TYPICAL ROOF d CEILING 00 5TRUCTION: > O O > O NEW ROOFING AS NOTED o C N Z O • 1/2" GDX PLYWD 5HEATHING (BLOCKING ® ALL PLYWD Ln SEAMS) • R.R.,G.J., d G.T. A5 NOTED ON Pl_AN5 (® SPANS OVEfR d .O x :3 N V INSTALL "X" BRID61N6 ® CENTER OF SPAN,U.O.N.) O O +.J • PROVIDE R-401 BATT INSULATION WHEREVER ALLOHEID O . (.0PER ATTIC SPACE; IN ALL OTHER AREAS, PROVIDE 1"' N O �THK. SPRAY FOAM INSULATION (R-441 ® R-11INCH) c O u • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES � Q ,- a: 2 O ONEN EXTERIOR WALL CONSTRXTION (TYP.): FOR PORTIONS OF NEW EXTERIOR MALLS: • "VENTED TYVEK" HOUSE WRAP (OR EQUAL) UPON • I/2" GDX PLYWD. 5HEATHIN6 (5LOCKIN6 ® ALL PLYWID SEAM5) UPON > • 2"xb" STUDS ® 16" O.G. H/ DBL. TOP PLATE • 2" FOSS LA�TION,W/R-II BAST IN5ULTION • 8" GYPSUM- L FINISH NEW 50I�( P. : O I. INSTALL NEA HOOD 5HIN6LE SIDING, 5TANDIN5 SEAM ZING SIDING,OR VERTICAL WOOD PLANK 51DIN6 (SEE r , > ELEVATIONS FOR LOCATIONS) V 2."TYVEK" HOUSE WRAP (OR EQUAL_) • 5.INSTALL ALL A5 PER MANU. 5P&:.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER \ INSTALLATION / 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION HALL. TYPICAL FLOOR CONSTRUCTION: r O I. FINISH FLOORING TO SELECT .3. 2. 5/4" TS 6 GDX PLYWD. SUBFLOOR GLUED d SGREHEP 5. F.J. AS NOTED ON PLANS - AT SPANS OVER V INSTAtLL 'X' BRACE ® MIDSPAN \ 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST T'�1 FLOOR AND FOUNDATION) 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS Q om W GONNEGTIONd 'BI ' AS PROPOSED TESLA PER PAGE 0-005 SOLAR ROOF I NO NEW R.R. TO G.T. 2"X8" COLLAR TIES TO MATCH EXI STI NO \ 52" O.G. AT 3 FROM ROOF PITCH (SEE ,. R.R. MANU. SPECS) \ ; W z o � � � a w ��S fL• PROP. 2x8 COLLAR TIC a o _ (CONTRACTOR TO ENSURE �'4l�/ W w Z '45 THAT THE COLLAR TIE 15 S a n / I N5TALLED 3 DOWN FROM THE z; a o A NON STRUCTURAL RID O mGE) a C.) a L w O 4 N 0 . W S� NO Z W O Ih a � z o — — 0 x t= ,8 F v w Z 5/8" GYP. BRD.O 2 X 8 N a m ROOF FRAMINO © 16" O.G. z o 0 0 O cn ow ,> a0 O 0 W 0 W 0 LL0ax NEN 51 D I NO ON HOUSE NRAP (TYYEK OR EQUAL) ON �" 0.5.B SHEATH I NO ON 2 X 65 ® 16" 0.0 a 0 0 0 i BRD. ON 2X4'S 12" O.G N/ PROJECT: N N 51MINO ON FULL INSULLATION (R-21 MIN) IN �RIOR FAGS I EXISTING HOOD INDIAN NECK FARM � FLOORING TO BE GUEST HOUSE REF I N I SHED, TYP. EX1571NO HOOD OR- REF IBHED, GYP. 3375 INDIAN NECK LN _ PECONIC, NY 11958 FULL FULL INSULATION NSULA71ON 5 DRAWING TITLE: (R-50 MIN.) (R-50MIN) BUILDING SECTIONS PRO\/IDE FILL TO MEET REGU I RED 5 - � GR�ANLSPAGE HE I OHT N � FROM BOTTOM OF F.J. PAGE: TO FILL). SEE PAGE - - A-1101 AND 5-101 FOR A-303m0l MORE DETAILS. DATE: 05/08/24 12 OF 20 d\c BUILDINO SECTION 5-2/A-505 50ALE: 1/2 = 1'-011 O SECT I O1N 4-1/A-503 BUILDIN � SCALE: 1/2" = P-O" cg , r DOOR SCHEDULE a DOOR ROOM/ NOMINAL DOOR DOO FRAME FRAME JAMB HEAD SILL HARDWARE FIRE REMARKS NUMBER SPACE SIZE MATERIAL TYPE MATERIA TYPE DETAIL DETAIL DETAIL SET RATING Ld Ld GROUND FLOOR J v . r7 100A FOYER EXISTING WD - WD F1 J1 H1 I S3 TBD SEE ELEVATIONS .. N 101A SUITE#1 T-0"X 6-8" 1 WD D1 I WD I F1 I J1 I H1 I S1 I TBD Q -.+--' Lf) SCHEDULED WIDTH PER SCHEDULED FRAME O� c: O) LATERAL BRACING @ 12"O.C. POCKET DOOR GUIDE PER SCHEDULED FRAME 102A SUITE#2 2'-6"X 6-8" WD D1 WD F1 J2 H2 S2 TBD - POCKET DOOR 102B SUITE#2 Z-6"X 6-8" WD D1 WD F1 J2 H2 S2 TBD - POCKET DOOR SEE SCHEDULED 103 BATH#1 2'-6"X 6'-8" WD D1 WD F1 J2 H2 S2 TBD - POCKET DOOR cw 'v T— OPENING - GYPSUM BOARD HEAD DETAIL POCKET DOOIR TRACK AND 1 /s" SEE PLAN AN 1 3/8" 104 BATH#2 2'-6"X 6'-8" WD D1 WD F1 J2 H2 S2 TBD - POCKET DOOR ++ N (LEVEL 5 FINISH) 105 POWDER ROOM 2'-6"X 6'-8" WD D1 WD F1 J1 H1 S2 TBD TROLLEYS.SE:E HW.SCHED. - O Lo Z 14 - PROVIDE MUDROOM 3'-0"X 7'-10" ALUM I GL - ALUM F1 W3 W2 S3 TBD - SEE ELEVATIONS — PROVIDE SHIIIM AS REO'D —�� w J w J 108B MUDROOM 2 2'-0"X 6'-8" WD D2 WD F1 J1 H1 S1 TBD X U CV GYPSUM BOARD— —7 w o 0 o w 108C MUDROOM 3'4'X 6'-8" WD D1 WD F1 J1 H1 S1 TBD p PROVIDE BLOICKING AS REDD �� I , = w w o "'' ' SEE SCHEDULED PTD WD TRIM1.SAND ALL JOINTS ; y N JAMB DETAIL W � W SECOND FLOOR o m -t=+ LoSMOOTH,TYP'.SEE FINISH _ �-+ x �_ mi j 201A SUITE#3 3'-0"X 6'-8" WD D1 WD F1 J1 H1 S1 TBD BARN DOOR ++ 04 0 ++ A _ I: �; SCHEDULE � _ _ W � cn � 2018 SUITE#3 2'-6"X 6'-8" WD D2 WD F1 J1 H1 S1 TBD - POCKET DOOR v Q . v o w o w 202A SUITE#4 T-0"X 6'-8" WD D1 WD F1 J1 H1 S1 TBD - BARN DOOR Q 0- � 0 J BLOCKING AS REQUIRED FLOORCf) (� � BLOCKING MITER JOINT,TYP. SLAB/ ------ 203 BATH#3 2'-6"X 6'-8" WD D1 WD F1 J2 H2 S2 TBD - POCKET DOOR VJ PTD WD TRIM BEYOND WOOD TRIM,SAND ALL JOINTS SCHEDULED WD DOOR SEE SCHEDULED PTD.,3/4"THICK PTD.1 3l4"THICK 204A BATH#4 Z-6"X 6'-8" WD D1 WD F1 J2 H2 S2 TBD POCKET DOOR SEE FINISH SCHEDULE SMOOTH,TYP.SEE FINISH SILL DETAIL FLUSH SOLID CORE FLUSH SOLID CORE 204R BATH#4 2'-6"X 6'-8" WD D1 WD F1 J2 H2 S2 TBD - POCKET DOOR SCHEDULED IWD DR SCHEDULE WOOD DOOR WOOD DOOR DOOR HEAD IDETAIL DOOR JAMB DETAIL (SLIDING DOOR RAME TYPE 1 DOOR TYPE 1 gSOCAOLE R TYPE 2 -+-J H2 SCALE:1 1/2" = V-0" J2 SCALE: 1/2"= 1'-O" 84SCALE:1/4'=,'-0' D� SCALE:114'=,'0• :114'-,'-D• FINISH SCHEDULE AND LEGEND U WALLS FLOOR CEILING W M RM NO ROOM NAME SUBSTRATE FINISH BASE FINISH SUBSTRATE FINISH REMARKS +J GROUND FLOOR 100 FOYER GWB PTD WD-1 WD-1 EXP PTD - 101 SUITE#1 GWB PTD WD-1 WD-1 GWB PTD - 102 SUITE#2 GWB PTD WD-1 WD-1 GWB PTD - U STUCCO SYSTEM ON CODE 103 BATH#1 GWB PTD/T-2 T-2 T-1 GWB PTD - APPROVED AIR I WATER 104 BATH#2 GWB PTD/T-2 T-2 T-1 GWB PTD - BARRIER&112"O.S.B. VARIES 105 POWDER ROOM GWB PTD/T-2 T-2 T-1 GWB PTD _ SHEATHING,TYP. SEE PARTITION SCHEDULE CORNER BEAD 106 KITCHEN GWB PTD/T-2 T-2 T-1 GWB PTD - • SEALANT WITH CLOSED CELL BACKER ROD STUCCO SYSTEM ON CODE 107 LIVING/DINING GWB PTD WD-1 WD-1 EXP PTD - nn ll APPROVED AIR/WATER 108 MUDROOM GWB PTD WD-1 WD-1 GWB PTD - �iJ BARRIER&1/2"O.S.B. WINDOW,SEE SCHEDULE SHEATHING,TYP. SECOND FLOOR BLOCKING AS REDD W FINISH AS PER SCHEDULE 200 FOYER GWB PTD WD-1 WD-1 EXP PTD - w WOOD STUDS 201 SUITE#3 GWB PTD WD-1 WD-1 GWB PTD - 202 SUITE#4 GWB PTD WD-1 WD-1 GWB PTD - w z CONTINUOUS FLASHING 203 BATH#3 GWB PTD/T 2 T-2 T 1 GWB PTD Cl WOOD sTuos SEALANT 204 BATH#4 GWB PTD/T 2 T-2 T-1 GWB PTD - WINDOW,SEE SCHEDULE 5/8"DENSGLASS SHEATHING STUCCO SYSTEM ON CODE w ' CONTINUOUS FLASHING APPROVED AIR/WATER FINISH LEGEND FINISH NOTES BARRIER&1/2"O.S.B. SEALANT WITH CLOSED CELL SHEATHING,TYP. BACKER ROD ' BLOCKING AS REDD PAINTS 1. ELECTRICAL DEVICE FINISHES: N BLOCKING AS REDD FINISH AS PER SCHEDULE PT_1 "WHITE" (a)WALL MOUNTED COVER PLATES TO MATCH ADJACENT SURFACES. m WINDOW,SEE SCHEDULE PT-2 (b)ALL RECESSED ELECTRICAL PANELS SHALL BE PAINTED TO MATCH w WOOD STUDS VARIES ADJACENT SURFACES. Z z CORNER BEAD SEE PARTITION SCHEDULE. P 3 Q Q 5/8"GWB CORNER BEAD _ O w w 1/2"PLYWOOD PT-4 2. MECHANICAL DEVICE FINISHES: w w FINISH AS PER SCHEDULE (a)ALL ROOM THERMOSTATS,HUMIDISTATS,ETC.TO MATCH Z ~- JAMB DETAIL @ WINDOW HEAD DETAIL @WINDOW SILL DETAIL @WINDOW FLOORS ADJACENT SURFACES. a w r� z W3 SCALE:3"=1'-O" W2 SCALE:3"=1'-0" W1 SCALE:3"=1'-0" W_j EXISTING WOOD FLOORING 3. GROUT AND SEALANT: 100%SOLIDS EPDXY GROUT,COLOR TO it a. T-1 NEW TILE FLOORING MATCH ADJACENT SURFACES. U) w C1 z VARIES WITH O = PARTITION TYPE WALLS 4. ALL HOLLOW METAL FRAMES TO BE PAINTED VARIES WITH I SEE PARTITION SCHEDULE VARIES WOOD DOOR PARTITION TYPE PAINTED WD TRIM GWB GYPSUM WALL BOARD 5. ALL HOLLOW METAL DOORS TO BE PAINTED w w FOUNDATION WALL SCHEDULED FINISH SCHEDULED BASE BELOW T-2 NEW TILE WAINSCOT T-0"HIGH cn cc Q Z FINISH AS SCHEDULED WOOD STUD 6. ANY FIRE RATING OR UNDERWRITERS RATING LABELS MUST REMAIN ~ 1/2"PLYWOOD Z o- p FOUNDATION WALL ALIGN GWB CEILINGS UNPAINTED&LEGIBLE. w N 4 1 4 ADJUSTIBLE STRAP ANCHORS 2 (1)LAYER 5/8"PTD GWB � 0 d AS RED'D 1/2"PLYWOOD EXP EXPOSED UNDERSIDE OF STRUCTURE ABOVE 1 2 2„ 2 31, 7. ALL LUSTRE LEVELS FOR PAINT FINISH SHALL BE EGGSHELL. U LL 2 4 3-5/8"METAL STUD GWB GYPSUM WALL BOARD ,�, r l KNOCK-DOWN HOLLOW MTL w FK FRAME.MAIL AND FINISH AS 8. PROVIDE MOISTURE RESISTANT GWB.AT ALL TOILET ROOMS, cr FINISH AS SCHEDULED INDICATED TRIM.SEE FINISH w KITCHENS,AND PLUMBING ROOMS. N 4. Q N SCHEDULE pp >771 KNOCIK-DOWN HOLLOW MTL Q w z 0 .�`.• FRAh11E.P1ATL AND FINISH AS FLOOR ANCHORS AS REDD >A cc o O THROUGH ROO FRESH AIR F Q o aD INDICATED �i� PTD WD FRAME AS PER ¢ riN SCHEDULED FINISH cr O I ED LEG GROUIT SOLID TYP EO ED MORTAR SOLID TYP w 3" PROJECT: WOOD DOOR 4 MIN STD TO SUIT SCHEDULED DOOR.MAIL, MIN STD TO SUIT SCHEDULED DOOR.MATL, �� SCHEDULED DOOR FINISW,SWING AND FINISH,SWING AND ' I N D I A N NECK FARM THICKNESS VARY AS SCHEDULED DOOR INDICATED THICKNESS VARY ASGUEST INDICATED 2"TYP WD FRAME 2" _-- — I-- ----- 2 — E HEAD DETAIL r� JAMB DETAIL WOALESCALE:3"=1'-0" &ASCR 3"=1'-0" J I SCALE:3"=1'-0" 2 I 2„I 2"I 1 2„j 2"j 3375 I N DIAN NECK LN PROVIDE "ABESCO FF200 FR PECONIC, NY 11958 I 1 2 I I I 1 2 EXPANDING FOAM" (OR EQUAL) U I I i I I AT ALL PENETRATION5 IN FIRE lu RATED WALLS AND W.�. 1 I W�. ' FLOORS/CEILINGS. PRODUCT DRAWING TITLE: 1- I 1- 15HOWER I I I- " 15HOWER CONFORM5 TO A5TM E SI4, c.o. I �_ I ASTM E 84, AND UL 1479 DETAILS, SCHEDULES & A.D.A CONFORMING ALUM. SCHEDULED DOOR AND 2 I 3 G.O. THRESHOLD g g FRAME PLUMB. (D/W/V) RISER DIAGRAM o o w SCHEDULED DOOR AND o SCHEDULED DOOR AND — — FRAME o U FRAME o = �O _ ———— --—T— -1 I I I I 1 I _I ALL PLUMBING WORK f ---T 1 I I I I I 1 I I SHALL CONFORM TO z � wo N I I I I I I I I 1 1 I LOCAL PLUMBING CODE o 12 �2 I I 2„I 2 1 2 1 2„I 2 1 I PAGE: SCHEDULED FLOOR FINISH 2 ��� u �i� SCHEDULED TILE I I 2 1 2"I 1 I I (N.I.C.) I I I I I I 1 I GLEAN OUT I I I I i i I2�� 3" 1 1 21, AS REQ'D .5 I 5 I I I 1 I I ® ■ I I I I 01. PROVIDE F.A.I. Z 2" 1_ 1_ 14, 1 I 14 1_ , (SHOWER I 14, 1_ 11 15HO14ER 1 I I Z WA5HER DW DATE: 08 08 23 2" / / 13 OF 20 / w G.O. G.O. GONG FLOOR SLAB � GONG FLOOR SLAB � GONG FLOOR SLAB � a 4 O p J 0 0M o w 4" HOUSE MAIN DRAIN G.O. ' tee* rz `� TO SEPTIC z w SYSTEM w �3-=� L @ EXTERIOIR DOORS SILL DETAIL I BEDROOM DOORS 047 IL�3-� ETAIL @ BATHROOM DOORSr�S2 SCALE:3"=1'-O" E: '-0" z E } PLUMBINO R15ER 01A(5RAM SCALE: NTS ENSURE NEW 4 EXIST. EXTERIOR WALL STUDS 0- SUFFICIENTLY FASTENED TO EXISTING FOUNDATION. Q PROVIDE 3" (MIN.) GONG. COVER PROVIDE STRAPPING 4 NAILING AS PER PROVIDE 3" (MINd GONG. COVER OF ALL REBAR WITHIN P. GONG. 0.r 0.0 Z CONREONECTION FOR"TYPICAL FT, SHEAR, $/LATERAL OF ALL REBAR WITHIN P. GONG. � FOUND. WALLS 4 P. GONG. FT6'S. O H FOUND. WALLS 4 P. GONG. FTG'S. O - O O�n Z RESISTANCE" ON fPA&E G-003 ® EA. STUD. O p I- W HEI6FfT OF EXISTING LL O X O HEIGHT OF EXISTING z DEMOLISH PORTION OP EXIST. J p FLOOR STRUCTURE 0 FOUND. WALL AS REQ.'D BY H IU � WHERE NEW EXTERIOR WALL STUDS, PROVIDE NEW FLOOR STRUCTURE ILO X Q P.T. SILL PLATE Ufr'ON SILL SEAL UPON COPPER 0 Q PROP. FLOOR HGT. 2"xb" P.T. SILL PLATE; tow 2"xb" P.T. SILL PLATE; uw w 1 PROVIDE STRAPPING TO lu TERMITE SHIELD PROVIDE STRAPPING TO 0. Lu Q -•1_+ F.J. PER CONNECTION 'DI' 0. LO 0!L F.J. PER CONNECTION 'DI' 0. tL W PROP. 6ALV. METAL FLASHING PROP. GALV'. METAL FLASHING PREVENTING V O ON PAGE 0-003 O�= ON PAGE 0-003 O�= PREVENTING ANY DIRECT 0. O ANY DIRECT'CONTACT OF LUMBER w/GONG. 0.fx O CONTACT OF LUMBER w/GONG. PROVIDE INSULATION BETWEEN p -' PROVIDE INSULATION BETWEEN Q-I i �_ CAVITIES PER ENERGY TABLE NEW 5/8 4' HOOKED ANCHOR CAVITIES PER ENERGY TABLE O -p O (WHEN APPLICABLE) BOLTS ® 59" O.G. w/5" SQUARE (WHEN APPLICABLE) WASHER 4 ENDNUT .�..+ N . I L NEW #5 HOR. REBAR SPACED VERTICALLY O C Z NEW FLOOR SYSTEM NEW FLOOR SYSTEM _ AS NOTED ON PLAN ® 12" O.G. 4 HORIZONTALL ® 4W O.G.; AS NOTED ON PLAN � •p (V DRILL 4 EPDXY PIN 4" INTO EXIST. FOUND x .0 J WALL USdNO OUIKRETE HIGH-STRENGTH — �1 O U ANCHORIING EPDXY (OR EQ.) O O m 3 (C) Lo PROP. F.J. PER PLANS GRADE PROP. F.J. PER PLANS V.I.F. O -�-•+ V.I.F. b 0 °° EXISTING STONE a a' � 0 #5 HOR. CONT. REBAR ® FOUNDATION WALL EXISTING STONE n 1 , I - FOUND. WALL ° ' �)' - z 1 1 I I I I I I NEW 5/8"iP HOOKED ANCHOR ) TOP OF NEW FOUND. WALL 4 \" i-- NEW *4 HOOKED VERT, REBAR BOLTS ® 39" O.G. w/3" \ j-Z BENEATH EXIST. FOUND. 11° I — SPAGIED HORIZONTALLY ® 48" O.G.; SQUARE WASHER 4 ENDNUT jl GI7. WALL (2 TOTAL);MAY OMIT �� = DRILL 4 EPDXY UNDERPIN b" INTO d =� REBAR BENEATH EXIST. d -- II -EXIST:.FOUND WALL USING OUIKRETE #5 HOR. CONT. REBAR ® 11 e WALL IF NEW UNDERPINNED II I HIGH-!STRENGTH ANCHORING EPDXY PORTION ONLY 12" DEEP. ° 1 8" �t z — Z TOP 8 BOTTOM OF NEW II " � -(OR EiQ.)I POUND. WALL (2 TOTAL) I " •" X -�� ° — O, #4 HOOKED VERT. it �—p— I I I #4 HOOKED VERT. <II 1n REBAR ® 48" O.G. ` _ _ - _ ' REBAR® 48" O.G. 11" II Oi m ASPHYALTIG °� II ND DAMP' PROOFING (3) #5 HOR. CONT. REBAR IId • II II -� -TO EXTERIOR II .a al. j1a 4" P. UN-REINFORCED 11• II I I I II - 4 P. UN-REINFORCED 11 e GONG. SLAB P a' 1 —Z GONG. SLAB q1 _ - NEW #5 HOR. REBAR SPACED I I T" VERTICALLY ® 12" O.G. 4 HORIZONTALL ® 46" O.G.; A .° n a a G II ° i a ly ° 'iI ° a DRILL 4 EPDXY PIN 4" <.L �" ° LS EXIST. FOUND WALL USING 0 ° m ° — 'm QUIKRETE HIGH-STRENGTH r b MIL POLY 3„ - I I - 6 MIL POLY 3„ ANCHORING EPDXY(OR EW MOISTURE RETARDER— ( -MOISTURE RETARDER— PROP,'. P. GONG. FOUND 4" GRAVEL BASE-DEPENDAN 1' 4" WIDTH OF EXIST. WALL (MIN. DBE PSI),- 4"&RAVEL EASE UNDERPINNED BENEATH PROV. GLEAN _ FOUNDATION WALL EXIST:. GRAWLSPAGE PROV. GLEAM Q 7t__1COMPAr_T FILL I I I I ( FOUND. WALL 1 I I I COMPACT FILL 3" LEADER OUTLET TO BE PROP. P. GONG. FOUND WALL DRILLED THROUGH THE SIDE MIN. 4,000 PSI), PINNED TO EXIST. BASEMENT FOUND. WALL OF THE LVL ; PROVIDE ALUMINUM FLASHING AROUND THE LEADER WHERE THE INCISION IS OCCURRING FOUND. MALL DETAIL (a GRA1�lLSi�AG1= NALL) � FOUND. NALL DETAIL (C� BASEMENT NALL) Q PROVIDE 2X A-402.01 BLOCKING !GALE: 3/4" = I'-O'I - 02.0 !GALE: 3/4" = I'-O" PROVIDE (2) " cn 2'-O" LAP PROVIDE BITU7HENE LAC BOLTS m (TYP.) o LIQUID MEMBRANE HORIZONTAL REINFORCEMENT OF FOUNDATION WALLS 1-- a OVER ALUMINUM PROVIDE 'STEPPED FOUNDATION WALLS 6'-0" OR GREATER IN HEIGHT WITH Z Z FLA`SHI NG ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS: ——————— —fi—_-I—— � 2 I iI J U PROVIDE ALUMINUM FLASfFfING; NEW #4 CONT. HOR. REBAR 6'-8": #4 REBAR® BOTTOM, MIDDLE, 4 TOP OF WALL (3 TOTAL) ® TOP 4 BOTTOM OF >8': #4 REBAR ® BOTTOM, MIDDLE THIRDS, 4 TOP OF WALL (4 TOTAL) I _ II p F= ENSURE THAT THE FLA5iHING 4 NEW P. GONG. FOUND. FOUND WALL (2 TOTAL) — ——————————=j=—— —— ZO GONERS ALL CORNERS OF THE WALL (MIN. 4,000 PSI) I I I a w GUTTER AND GOES OVER: THE NEW #6 VERT. I I it Z 0 EDGES ON BOTH SIDLS IN REBAR ® 32" O.G. —————— —_ _—�I—_ 0 a EXIST. FOUND. WALL I W vi ORDER TO DEGREASE WATER -� I U PENETRAtTION V I i I I i) cn a PROVIDE A 2" X 1I" THRU BOLT- _ - ROVIDE NEW #5 HOR. REBAR d 8 d e ° a L . s d d ° e � a d. GRADE #5 REBAR (TYPJ ii Ii .I O U • I a ° e (COUNTER SI1NK) SPACED VERTICALLY <a ' <a' ___-___ _ _ __ - _ n CL I I H 2X8 R.R. 12" O.G.;DRILL 4 °,cd .C__ I--_--- ,__---- ___— _d _—¢______________r—_--_------- --___ #5 BENT II 1 I Q (— PROVIDE A I X 10 FASCIA _ I I EPDXY PIN 4' INTO a 11 kk ° ° . - REBAR ITYP.) 1 I I I I W 13 W al I' `I I d a4. ° e . °.I I I EXIST. FOUND.'WALL I I `d e ° I I d e . . II d J d< '° d e e e .° e I I ° v .d <d ° I I ^a" N I I I I W LL PROVIDE -7 MICROLAM LVL USING OUIKRETE . < . ° 41 ° ae e d II a s d �I ° I I I I z PROVIDE A DOUBLE TOP PLATE. HIGH-STRENGTH - de _ . n - CREATE AN IN51CION FOR THE ANCHORING EPDXY " . 11 d e d ° Ad A RIP (2) LVL TO .2 W11TH �"X 2 LEADER TO RUN THROUGH THE TOP (OR EQUAL) °.`'ii ° ' ° II ° ° e I d °< I I z S o � a .a.a �d a II � a° � ?J a ae� II W n' 2" PLYWOOD BETWEEN PLATES AND EXISITNG FRAMING •"d ii < d° a �I I m `�-' d ° a ° `°° <e a a .il ed A.- ^ e a a •.. Ib Q O W II `a ao I V O PROVIDE A I BY CEDAR SOFFIT = .ii d e d a" •1i d as IL. q .n —}II 11 .. °a °. °: ,, °Q. a II .. _ e d ° .da II O e•I ±1 WALL 4„ MIN.T .II e a A e ° I If PROVIDE -7 211 MI,GROLAM LVL FRAMED ° • • elI d e IIr. _.e -' ° -__ - WITH 2X6 .ncn °. 11 . - u-�--a e,_----=�1=---=_— N 11 d a. a I I n e • °' 8n p ° CORNER GONNEGTION W o a 1 " II' ° II d e a' IIII d ll---- e—'°_.—_� 3" LEADER TO RUN e,e . ,II° .d = . < 1111° $. ° 11: d . . e e e 0 C_—l--_�nl--� 11M1 d. • a THROUGH WALL; PROVIDE d II ,4 REBAR OVERLAP DETAIL 1 4 PROJECT: STUD ON EACH SIDE OF 11 ° a II a1IP " THE GUT THAT WAS NEW #5 HOR. REBAR --- ° aid - d — �11 °" V.LF.NUMBER OF STEPS REQUIRED A-402.0� CREATED FOR THE (3 TOTAL) - DRILL 4 d'�:e ° ii ` " n e11d IIII ` SCALE: 5/4" = 1'-O" INDIAN NECK FARM EPDXY PIN 6" INTO d 11'% • ` - [I LEADER PIPE EXIST. FTC. USING ` 'II ° d II° `" :_1 <_jI� � - PROVIDE 3" (MIN.) GONG. COVER QUIKRETE p 'All .c===== = =a`' a .a—II — r < —_u —_e OF ALL REBAR WITHIN P. GONG. HIGH-STRENGTH _ --_ , iin .,8 a II II FOUND. WALLS 4 P. GONG. FTG'S. GUEST H OS U E ANCHORING EPDXY q IIII a ll . 'II (OR EQUAL) IIII ` ° c�-u ----====Hi== NEW #4 BENT VERT. REBAR ® 16" O.C. u HOOKED BENEATH HORIZ. REBAR HIDDEN O UTTER/LEADER DETAIL `d1111 " 'men ° "' NEW 16° WIDE X 8" DEEP. P. GONG. A-4O2.OI �0._----- �-- STEPPED FTC. (MIN. 4000 PSI) 3375 INDIAN NECK LN SCALE: 1" = 1'-0" .`:u�-- e u ° e � PECONIC, NY 11958 EXIST. FTC. (V.I.F.); IF NO m G 3" MIN. NEW #5 HOR. REBAR (3 TOTAL) EXIST. FTC. EXTEND 4 N. PIN ONLY -1-0— 2'-8" 2'-a° DRAWING TITLE: REBAR 4" INTO EXIST. FOUND. WALL PLUMB. (SUPPLY) RISER DIAGRAM GAS RISER DIAGRAM r STEPPED FOUNDATION DETAIL (NEN BASEMENT ENTRY) DETAILS A-402.01 SCALE: 5/4" = 1'-0" PAGE: A-402mOl. BRICK CHIMNEY REINFORCEMENT: PROVIDE REINFORCEMENT OF NEW BRICK CHIMNEY THROUGH EACH OF THE FOLLOWING METHODS: I. GROUT (1) #4 VERT. REBAR IN EACH OF THE DATE: 08/08/23 14 OF 20 BRICK CHIMNEY CHIMNEY'S INSIDE CORNERS,EXTENDING THE FULL WALL „ HEIGHT OF CHIMNEY. 3" 3 MIN. MIN. 2. PLACE #4 HOR. REBAR IN MORTAR BEDS ® IS" O.G. STEEL L PLANS (51BEAM HDR, VERTICALLY 4 TIE TO VERT. REBAR w/#2 PER PLANS (SINGLE STIRRUPS. WYTHE); IF DOUBLE WYTHE, PROVIDE a 3. ANCHOR CHIMNEY TO BUILDING FRAME AT EACH LDOUBLE-BEAMS INS ALLED EMBEDDED FLOOR W 22�'"MIND INTO CHIMNEY STRAP STRAPS G�` F� L ° k FACE-TO-FACE) STEEL HEADER BE BENT INTO A J-HOOK w/SHORT LEG OF HOOK PER PLANS MIN, HOOKED AROUND VERT REBAR FURTHEST FROM (11 t C7 BRICK CHIMNEY WALL ANCHOR POINT, 4 GROUTED IN PLACE. FASTEN G? n., (BEYOND) $RICK CHIMNEYBUILDING END OF ANCHOR STRAP TO BLDG. USINGAT LEAST(2) �"(P BOLTS OR LAG SCREWS. 4 FIREPLACE LINTEL DETAIL C.H I MNEY' RE I NFORGEMENT NOTES *i A-402.01 SCALE: 5/4" = 1'-0" EXIST. EXTERIOR SHEATHING Q PROVIDE BEAM SPLICE EXIST. 51DINO MATERIAL Q CENTERED ABOVE COL. f W WHEN NOTED ON PLANS BUILDING PAPER � HOUSE WRAP W TO FULLY OVERLAP FLASHING J FLOOR SYSTEM AS FLOOR SYSTEM AS d (4) 5/8" H.D.G. LAG EXIST. STUD WALL GAP FOR NOTED ON PLAN NOTED ON PLAN BOLTS (PREDRILLED) DRAINAGE 5/4"xb" COMPOSITE NEW STL. GAP PL. 'A', 'B', _ _ __ _____ DECKING N.O.N. ON PLAW L0 NEW STL. GAP PL. 'A', 'B', FLOOR WOOD BEAM FLOOR WOOD BEAM �� - x "Z' FLASHING 5EGTIOWDETAILS) C � OR 'C' (PER BEAM GONFIG.) AS NOTED ON PLAN OR 'G' (PER BEAM GONFI6J AS NOTED ON PLAN O / \ � �/O'^� WELDED TO COL-.;SEE GAP WELDED TO COL.;SEE GAP w r- W PL. DETAILS PL. DETAILS I _ _ = v j_- ___ 4 w r- NEW 3-1/2" O.D. SGH 40 NEW 3-1/2" O.D. 5GH 40 - - _ O HOT DIP 6ALV. 5TL. COL. NEW BASE PLATE 'A' HOT DIP 6ALV. 5TL. COL. O \ O - FLASHING w }" NEW BASE PLATE 'A' / -� WELDED TO COL.;SEE_ (ASTM AI23) AS PER WELDED TO COL.;SEE (ASTM AI23) AS PER \ / DRIP EDGE P.T. DECK J015T L- L0 I FOUND. PLAN BY SIMS BASE PL. DETAILS FOR FOUND, PLAN BY 51M5 - _- COUNTER A5 PER PLAN O C BASE PL. DETAILS FOR STEEL (OR EQUAL) BOLTING STEEL (OR EQUAL) FLASHING - T w N BOLTING 3/8 THK. FL. JOISTS AS PER PLAN FASTENED w/(2) P. GONG. SLAB (EXIST. OR P. CONC. SLAB (EXIST. OR I �� 3/8" THK. H.D. 5/5" (P x 5" LONG HEAVY DUTY GAL. x � NEW, PER PLAN NOTES); /4 6ALV. PL. LAG BOLTS ® I6" O.G. INTO MUD SILL d � U PROVIDE GOLD JOINT NEW, PER PLAN NOTES); PROVIDE GOLD JOINT ii RIM BD.;WHEN ® FOUND. WALL FASTEN METAL 6ALV. JOIST HANGER c � C0 AT GONG. SEAMS (TYP) PATCH AS REQ'D AT GONG. SEAMS (TYP.) PATCH AS REQ'D BY 'SIMPSON' (OR EQUAL) w/(2) 5/8"� x 5" LONG APPROVED 0 O i i MASONRY ANCHORS ® I6" O.G. EA. JOIST -� 0 4- 0 LNq�� ii ii ° GAP PLATE A "Z" FLASHING C N O Ji a`L'ss � l 1�• �• �• •� •• • •-a `-J. ;L�--° VH FOR CONNECTION OF 5TL. COL. TO (2) I-3/4" WIDEEXIST. FOUNDATION WALL LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER EXIST. GRAVEL - EXIST. GRAVEL BASE NEW (2) #5 HOR. BASE #5 HOR. r�� , REBAR UPON (2) #5 UPON (3) #5 HOR. REBAR (4 TOTAL) EBAR(6 TOTAL) LEDOER CONNECT(ON DETAIL NEW IS x18"xl2" NEW 24"x24"x12'DEEP P. GONG. PAD LEXIST. FILL DEEP P. GONG. PAD FILL PROOVIDE BEAM SPLICE 8ii A-403.01 SCALE: I° = I'-O" FTO. (MIN. 4,000 PSI) - FT6. (MIN. 4,000 PSI) _J��w CE1,14TERED ABOVE COL. (4) 3/8" H.D.G. LAG BOTTOM OF FOOTING SHALLWHIEN NOTED ON PLANS BOLTS (PREDRILLED)BEAR UPON SOIL BOTTOM OF FOOTING SHALL BEAR UPON SOIL 3'-0" MIN. BELOW GRADE; EXTEND FOOTING 3'-0" MIN. BELOW GRADE;EXTEND FOOTING BENEATH SLAB TO THIS tDEPTH AS REQ D BENEATH SLAB TO THIS DEPTH A5 REQ'D _ O -- - fIF- � - - - P.T. D.J. AS PER PLAN SIMPSON 6ALV. LU5 JOIST I i-j — GAPGER (OR EQUAL) ® EA. JOIST _-- _\- _ --- 5/4"xb" P.T. DECK BOARDS - P.T. BEAM AS NOTEDSTL. COL. 18"xha"x12 " PAD FTO. DETAIL � 5TL. COL. 1$ 24"x24"x12 " PAD FT. DETAIL - - - - ON STRUCTURAL PLANSA-403.01 A-40�.01 3/8" THK. PL. 4ii3/8" THK. H.D. ' SCALE: 3/4 = I'-O" 6ALV. PL SGALE: 3/4 = I -O 4 PLATE 'B' I I. •i I GRADE (f ENSURE NEW 3 EXIST. EXTERIOR ENSURE NEW d EXIST. EXTERIOR ' ^ n \ WALL STUDS SUFFICIENTLY I I I F• PROVIDE 3" (MIN.) GONG. COVER WALL STUDS SUFFICIENTLY PROVIDE 3" (MIN.) GONG. COVER NEW SIMP50N &LB BEAM SEAT 7 F I I• 0- FASTENED TO EXISTING FOR CONNECTION OF STL. COL. TO (3) I-3/4 WIDE OF ALL REBAR WITHIN P. GONG. z FASTENED TO EXISTING OF ALL REBAR WITHIN P. GONG. v p z FOUNDATION. PROVIDE �� CONNECTOR; INSTALL PER MANU. I I I I FOUND. WALLS 3 P. GONG. FTG'S. o()- LVL LUMBER OR (5) 2 WIDE OR (4) 2 WIDE I1 11:' z FOUNDATION. PROVIDE FOUND. WALLS d P. GONG. FT6'5. O pC H STRAPPING d NAILING AS PER SPECS. d PROVIDE FLASHING AT u• u •• q 0 N Z STRAPPING d NAILING AS PER O O N z IN DIMENSIONAL LUMBER OR 5.25 WIDE PSL ANY WOOD/GONG. CONNECTIONS O CONNECTION 'E' IN "TYPICAL u-Oi�w NAILING/CONNECTIOTRAPP N6"TYPICAL O O-w 1- NAILING/5TRAPPING REQUIREMENTS FOR UPLIFT, HEIGHT OF EXISTING p1 HEIGHT OF EXISTING Q FLOOR STRUCTURE W V x j REQUIREMENT5 FOR UPLIFT, FLOOR STRUCTURE Lu y 12"0 'SONOTUBE' FILLED m w) O w SHEAR, $ LATERAL RESISTANCE" 0 V p w SHEAR, d LATERAL RESISTANCE" m IX O- ri� ON PAGE 6-003 ® EA. STUD. SOLID w/ P. GONG. v IL W v l ON PAGE 0-005 ® EA. STUD. Q L w (MIN. 4,000 PSI) PROVIDE INSULATION m�= PROVIDE INSULATION p = PROVIDE BEAM SPLICE 8�� IY O WHERE NEW EXTERIOR WALL _ OF-fN7ERED ABOVE COL.BETWEEN CAVITIES WHERE NEW EXTERIOR WALL BETWEEN CAVITIES 0 i STUDS, PROVIDE NEW P.T. SILL (4) 5/8" H.D.G. LAG PER ENERGY TABLE - STUDS, PROVIDE NEW P.T. SILL PER ENERGY TABLE PLATE UPON SILL SEAL UPON WHIEN NOTED ON PLANS BOLTS (PREDRILLED) (WHEN APPLICABLE) PLATE UPON SILL SEAL UPON (WHEN APPLICABLE) COPPER TERMITE SHIELD COPPER TERMITE SHIELD -- - - 12 DECK BEAM SEAT DETAIL NEW FLOOR SYSTEM NEW FLOOR SYSTEM \ / SCALE: 3/4" = I'-O" � NEW P.T. LEDGER BD. NEW P.T. LEDGER TI �� A-403.0I Lu AS NOTED ON PLAN FASTENED TO EXISTING AS NOTED ON PLAN FASTENED TO EXISTING - _ - - - f ( 2 L - - - FOUNDATION AS PER FOUNDATION AS PER - a Q STRUCTURAL PLAN NOTE STRUCTURAL PLAN NOTE W / ENSURE NEW b EXIST. EXTERIOR WALL STUDS GRADE &BADE 0 \�� _ PROVIDE 3" (MIN.) GONG. COVER SUFFICIENTLY FASTENED TO EXISTING FOUNDATION. a = PROP. F.J. PER PLANS PROP. F.J. PER PLANS - V. OF ALL REBAR WITHIN P. GONG. �r 0.0 z PROVIDE STRAPPING d NAILING AS PER 0 III FOUND. WALLS d P. GONG. FTG'S. Q � CONNECTION 'E' IN "TYPICAL NAILING/STRAPPINGLu ( - — 3/8" THK. PL. „ I n „ Q REQUIREMENTS FOR UPLIFT, SHEAR, 4 LATERAL O FLOOR WOOD BEAM A5 FLOOR WOOD BEAM AS I�i1 /tJ 5/8 THK. H.D. Q lu RESISTANCE" ON PAGE 6-003 ® EA. STUD. ZQ NOTED ON PLAN;STRAP TO NOTED ON PLAN;STRAP TO "t 6ALV. PL. w Q 0 EA. F.J. PER CONNECTION 0 p WHERE NEW EXTERIOR WALL STUDS, PROVIDE NEW Z Lu -1 EA. F.J. PER CONNECTION O F2 w J P.T. SILL PLATE UPON SILL SEAL UPON COPPER O , 'D2' ON PAGE 6-003 i i D2 ON PAGE 6-005 -- GAP PLAT G 0-0 u-to TERMITE SHIELD 0 a HEIGHT OF EXISTING NEW STL. GAP PL. 'A', 'B', NEW STL. GAP PL. 'A', 'B', FOR CONNECTION OF STL. COL. TO (3) I-3/4" WIDE LVL FLOOR STRUCTURE 0.N O u W OR 'G' (PER BEAM SEE CA.) 1'_0 — OR 'C' (PER BEAM SEE CA.) 1'_0 LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL PROP. &ALV. METAL FLA5HIN6 PREVENTING vi z O WELDED TO COL.;SEE GAP I � I WELDED TO COL.;SEE GAP I I I ANY DIRECT CONTACT OF LUMBER w/GONG. � _ PL. DETAILS -EXISTING STONE- PL. DETAILS -EXISTING STONE- LUMBER OR 5.25" WIDE PSL, AS WELL AS (2) I-3/4" WIDE 0 ---FOUNDATION _ FOUNDATION _ LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER a WALL WALL NEW FLOOR SYSTEM V AS NOTED ON PLAN Lu w Nw I I z � NEW 3-1/2" O.D. SGH 40 NEW 3-1/2" O.D. 5CH 40 H g O HOT DIP GALV. 5TL. COL. HOT DIP 6ALV. STL. COL. z (L 0 (A5TM AI23) AS PER (A5TM AI23) AS PER V.I.F. GRADE OW � FOUND. PLAN BY SIMS FOUND. PLAN BY SIMS 8 I I ( O EXISTING STONE 0 w Ir STEEL (OR EQUAL) STEEL (OR EQUAL) ( i i i —FOUNDATION HALL— NEW BASE PLATE 'A' NEW BASE PLATE 'A' #5 HOR. CONT. REBAR®\ NEW #4 HOOKED VERT. REBAR WELDED TO COL.;SEE WELDED TO COL.;SEE TOP OF NEW FOUND. - SPACED HORIZONTALLY ® 45" O.G.; BASE FL. DETAILS FOR BASE PL. DETAILS FOR 4 WALL (2 TOTAL);MAY DRILL 4 EPDXY UNDERPIN 6" INTO N � BOLTING BOLTING OMIT BOTH IF NEW PROVIDE GOLD JOINT PROVIDE GOLD JOINT I O 0 I. FOOTING ONLY 12" DEEP. -EXIST. FOUND WALL USING QU EPDXY AT GONG. SEAMS JOINT AT GONG. SEAMS (TYP.) � XHIGH-STRENGTH ANCHORING EPDXY Q o 3-I/2" O.D. SOH. 40 HOT 1� zyr7 (oR EQJ Q DIP 6ALV. STL. COL. O _ P. CONG. SLAB (EXIST. OR P. GONG. SLAB (EXIST. OR i #4 HOOKED VERT. n O I I I I PROJECT: NEW, PER PLAN NOTES); NEW, PER PLAN NOTES); I _ (ASTM AI23) AS PER cif REBAR ® 4W O.G. I = _ _ _ PLAN WELDED TO FL. 1j _Oi m ASPHALTIC PATCH AS REQ'D PATCH AS REQ'D - _ �� " (5) #5 HOR. CONT. REBAR cf1 ji 8 XS X3/S THK. DAMP PROOFING rJ STL. BASE FL. q" P. UN-REINFORCED a ;06 °: — —TO EXTERIOR INDIAN NECK FARM --:_-_L)ly" - /(4) " GONG. SLA$ - GUEST H OSU E y.1.F.-�!I �AV] I- O O I/2 HOOKED ANCHOR I 4 EXIST. GRAVEL I m NEW (2) #5 HOB. EXIST. G BASE- I ---� _— NEW(3) #5 HOB. - ° a a' Jl - BOLTS EMBEDDED INTO e, BASE3„ ° - i _ FOOTING MIN. 4" w/ OVERSIZED • ° REBAR UPON (2) #5 I I REBAR UPON (3) #5 � a EW IS"xIBI'xI I" I HOB. REBAR (4 TOTAL) NEW ( I HOR. REBAR (6 TOTAL) WASHER AND END NUT SETUP m 24"x24"xl2" I I I I I I -, b MIL POLY I ( 3375 INDIAN NECK LN DEEP P. GONG. PAD EXIST. 'FILL ( ( I EXI5_T. FILL DEEP P. GONG. PAD FTO. (MIN. 4,000 PSU'- -� MOISTURE RETARDER PROP. P. GONG. FOUND FTC. (MIN. 4p00 PSI) I 4" &RAVEL BASE I'-4" V.I.F. -WALL (MIN. 4p00 PSI),- PECONIC, NY 11958 E3A5E PLATE 'A' DEPENDANT ON WIDTH OF EXIST. UNDERPINNED BENEATH BOTTOM OF FOOTING SHALL BEAR UPON 501L BOTTOM OF FOOTING SHALL BEAR UPON 501L PROV. GLEAN_ FOUNDATION WALL EXIST. GRAWLSPAGE 3'-0" MIN. BELOW GRADE;;EXTEND FOOTING 3'-0" MIN. BELOW GRADE;EXTEND FOOTING COMPACT FILL FOUND. WALL BENEATH SLAB TO THIS (DEPTH AS REQ'D BENEATH SLAB TO THIS DEPTH AS REQ'D I I I III I ( I I I I — DRAWING TITLE:D ETAI LS 8 STL. COL. 18"x I O"x 12 " PAD FTO. DETAIL q STL. COL. 1$ 24"x24"x 12 " PAD FTO. DETAIL I O STL. COL. CAP I$ BA5E PLATE DETAILS I FOUND. NALL DETAIL (UNDERPIN ONLY) A-403.01 SCALE: 5/4" = 1'-0" A-403.01 j SCALE: 5/4" = 1'-0" A-403..O SCALE: 3" = 1'-0" A-403.01 SCALE: 5/4" = I'-OH PAGE: IYA m-403 . 01. DATE: 08/08/23 15 OF 20 OF is w`�, Q 0 W J p HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE > SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/ MANU. SPEC.'S; PLANS AND NOT PROJECTING MORE THAN 4Y2" INTO STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT Q -c In PITC'.HED METAL JOIST HANGER BY r' SIMPSON' OR EQUAL T FINISHED SECOND FLOOR cs O o � � z1q- x -Y IY2" MIN. SPACE BETWEEN \ \ O O mO -j I WALL AND HANDRAIL 5/,4" PINE RISER \ -c 0 ._ 04 c p � p .. _ 5% PINE TREAD STANDARDS FOR GRIFFABLE HAND RAIL < 0- :2 O > \ 5GALE: NT5 I 10" �X O GROSS SECTION MIN. � z HANDRAIL CIRCULAR NON-CIRCULAR D I" ROUNDED NOSING Q GLEARANGE w/Y4" RADIUS \ (NOT INCLUDED IN x TREAD DIMENSION) \ e 4"-6y4" FERI- \ 2Y4" \ MIN. \ \ METER \ MAX. w m (3) 2"xl2"STRINGER5 ® w/R-2I \ \ INSULATION, IF UN4DER51DE IS FACING m STORAGE/YNON-HABITAL SPACE STORAGE UNDER Y2° GYP. B°. (WHEN AFFLIGALBE) r i TREATED VA2" SILL FOR CONTACT w/GONG. (IF APPLICABLE) > FINISHED FIRST FLOOR N W > m W Z Z �. INTERIOR STAIR DETAIL W = J V A-501.01 W w 5GALE: 3/4" = 1'-0" o z F, Q U W Z n O m w N W 0 z z Q O = PANTRY v UPPER GAB. w LL CONGEALED SHELVES NIx HOOD z O z a. in w MW BAGKSPLASH TILE O — _ Oai 0 u- fr 24" COLUMN FRIDGE /FREEZER BAR SINK M MICRO uj O PROJECT: INDIAN NECK FARM 4- GUEST H OS U E (5) K I TGHEN ELEVATION (4) KITCHEN ELEVATION SCALE: 12 I -O" 5GALE: I/2" I'-O" 3375 INDIAN NECK LN E3 — PECONIC, NY 11958 = = DRAWING TITLE: DETAILS ENLARGED KITCHEN PLANS OPEN SHELVING INTERIOR ELEVATIONS CONGEALED HOOD K I TGHEN El — - PAGE: �0 BAGKSPLASH TILE A-501m0l GOOK TOP AND DATE: 08/08/23 16 OF 20 OVEN WATERFALL W } COUNTER ` OPEN TO HALLWAY o o + BIEVERA5E FRIDGE 4 -*r .o r� � �0 N FD (5) KITCHEN ELEVATION (2) KITCHEN ELEVATION (1) ENLAROED KITCHEN PLAN SCALE: I/2" - I O SCALE: 1/2 -= I'-O" SCALE: I/2" - '- " - I O" R� 0- Q LLI Ld _-1 p KITCHEN SCHEDULE N Q � � CODE DESCRIPTION ,0^ w f� W 0 WALL BASE 'D O 5,\TH. #2 +' 04 �- B-I 4•C40VM WALL BASE 0 c Ln Z 14- 0- .- s- v- FLOOR 0 N Ea. EO. 11 :2 x U SHOWER HEAD w-� EXISTING WOOD FLOORS TO BE REFINISHED 0 0 0 � PAINT -w N 0 4' CA34ERAL PAINT c: 00 . BEN.JAMIN MOORE -DECORATOR'S WHITE �Q :2 0 Pi-1 FINISH. E66SHELL ON 6ENERAL WALLS;SEMI-6L.055 AT DOORS, 3° (, 3" DOOR FRAME,NOTE, PROVIDE 2'X2'MOCK UP AT WALL ON SITE FOR \\ APPROVAL TILE O A-1 GFI T-� NEW FLOOR TILE + J dJ ��' � T-2 NEW TILE __�_.-.J WAINSCOT S'-0' ° — P-3 r MILLWORK U KITCHEN CABINETRY m -� FORMICA OR APPROVED EQUAL-4b"b FOG;MATTE FINISH Q w I E FORMICA CABINETRY EQUAL- 1520-40 INFINITY 6LOSS FINISH fi ,RIOF. - O STONE � \ 5ATH. KITCHEN /� cv --P-3 DRAIN -7 GAESARSTG 40 RUGED G CONCRETE,2GM THICKNESS BATHROOM COUNTERTOP r -2 CAESARSTONE 4055 RU66M CONCRETE,20M THICKNESS EQUIPMENT E -1 STOVE+HOOD RIB-R1615RATOR V L i�O I7-�� T 4 AN (10) BATH #5/4 ELEVATION n Q� SCALE: I/2" = i'-O" SCALE: 1/2 _ I -O 4 WINE COOLI=R 7�; KASFE-R/DRYER COMeo PLUMBING FIXTURES Q P-1 1 KITC IEN SINK P-2 BAR SINK rP----31 BATHROOM SINK N rp---41 TOILET m P-5 TUB/SHOHM COMBO � aaQ rp----61 STANDING TUB J V w Lu � J SHOWED W/E ENC.H o z Q P-8 POWDER ROOM SINK uj z O O m ACCESSORIES IL SHOWER HEAD A-1 MIRROR Lu U) w _(!S 3ATH. FA--21 TOILET PAPER HOLDER O x 2 f:- U CONFIRM ALL FINISFES WITH OWNER PRIOR TO INSTALLATION. w W SOAP NICHE w LJi L,I (_0 Q: z � go z ao w W 0 oj U LJa. Ix Ir M N DRAIN o Q � O \\ PROJECT: (6) AN -�)"�� � INDIAN NECK FARM SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" e GUEST H OS U E 3375 INDIAN NECK LN PECONIC, NY 11958 B DRAWING TITLE: \ Ea. -Ea.—I r—Eo.t—EO.—I ENLARGED BATH PLANS INTERIOR ELEVATIONS lu \\ / PAGE: � r-2 m \\ \\ T-2 A-502mOl A-1 A-1iHi - O O GFI \ \\ \\ \\ \\ r n P-3 GFI P-3 t \\ P-2lAi ea —Ea — DATE: 08/08/23 17 OF 20 UWi 2'-0" BENG A 2 / A-2Lu V � � - � / P-4 �2'-O" SENGH O cv D ARC / v ® P-6 - -� - - - � r� G v = �J' =T- ? (5) BATH #1 ELEVATION (4) BATH #1 ELEVATION (5) BATH #I ELEVATION (2) BATH #1 ELEVATION (1) ENLAROED BATH #1 PLAN ,,� 0-374 - - 1/2" T OF f�i ,°� SCALE: I/2" = I'-O" SCALE: I/2" = I'-O" SCALE: 'I/2" = I'-O" SCALE: I/2" - I'-O SCALE: 1/2" = I'-O" GENERAL 5�'1 �50L <EE ' : Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 0 WOOD FRAME (L.G. 5TL. W WHEN APPLICABLE) W EXISTING TO REMAIN J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) r� \ Q N (� �\ L.n NEW I-HR FIRE RATE`.D ® MIN. (2) 2"x4" STRUCTURAL 0 WOOD FRAME (L.G. 15TL. POST FOR 4" WALLS r CO WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL w POST FOR 6" WALLS), U.O.N. }- 0 NEW 2-HR FIRE RATED N WOOD FRAME (L.G. 5TL. O .v Uri Z N WHEN APPLICABLE) 0- - >1 o I STRUCTURAL PLAN NOTES SOIL BEARING CAPACITY NOTE: POST d COLUMN DESIGNATIONS: O 0 m -N , STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 501E POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY 0 u) SINGLE SPAN STRUCTURAL MEMBER: BEARING CAPACITY OF 1.0 TON/S.F. SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED N O STRUCTURAL MEMBER SHALL NOT BE: CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD C 0 O ACROSS MULTIPLE SPANS. PROVIDE 5PLICE5 DIRECTLY FRAMING REOUIREMENT5. < r :2 0 ABOVE INDICATED P05T5/5EAMS. OSTACKED POST/COLUMN: POURED CONCRETE AND STEEL REINFORCEMENT NOTES: '� E"`I (2) 2"x4" POST B2 (2) 2"xb" POST LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH _ u P05T OR COLUMN ON FLOOR BELOW/ABOVE. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT EXTENDED FRAMING TO ROOF RAFTERS: FOUNDATIONS BY AN ANGLE OF 45' PROJECTED OUTWARD AND A3 (5) 2"x4" POST B3 (5) 2"xb" POST O PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. HEADER (BELOW) TO SUPPORT R.R(ABOVE). 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION A4 (4) 2"x4" POST ®--a (4) 2"xb" POST INTERIOR LOAD BEARING WALL (ABOVE): SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR o - ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER , ` AS INDICATED BY DASHED OUTLINE. ENCOUNTERED. V ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY A5 (5) 2"x4" POST B5 (5) 2"xb" POST UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. INTERIOR LOAD BEARING WALL:_ 4B AS INDICATED BY HATCHING. STL. O.D. ST 40 STL. O.D. S T 40 4. ALL FOUNDATION WORK SHALL BE 4p00 PSI POURED CONCRETE AT 5TL. COL. (ASTM STL. COL (ASTM ALIGN STUDS OF BEARING WALLS B LAND DIRECTLY 26 DAYS AND SHALL CONFORM TO THE CURRENT AGI 316 GODS. G D UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. AI23) BY SIMS AI23) BY SIMS O 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED STEEL (OR E0.) STEEL (OR FEW •V.I.F. EXIST. F.J. LAP LOCATION:_ CARE30N STEEL A5TMA615 GRADE 60. MM FOR SLABS DO NOT I z I. CONTRACTOR SHALL VERIFY WHETHER EXIST. F.J. ARE NEED TO BE EPDXY COATED. 5PLICED/0VERLAPPING ABOVE EXIST. BEARING WALLS. 2. CONTACT ARCHITECT SHOULD LAP LOCATIONS 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS PREVENT EXIST. F.J. FROM REACHING PROPOSED BEAi11 S . 12 HALL BE STAGGERED 12 13 O OR BEARING WALLS. U 3. FASTEN F.J. TOPROPOSED FLUSH BEAMS USING H SIMPSON LUS HANGERS. '7• PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN El PLACE AT TIME OF POURING b MAINTAIN REQUIRED CLEARANCES, - - - - - - - - - - - - - - TYPICAL LEDGER BOARD ® INTERIOR FOUNDATION- COVERAGES, AND PLUMBNE55. - - - - - - - - - - - - - - - - - I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 6. CEMENT SHALL CONFORM TO A5TM C-53 FOR STANDARD WEIGHT 2. SECURED w/(2) 5/6" eP x 5" LONG H.D. GAL. LAG B0LT-5 CONCRETE . ® Ib" O.G. -------- --------5. INSTALL INSTALL H.D. GALV. JOIST HANGERS BY '51MPSON' (OR, In (D 4. PROVIDE GALV. FLASHING BETWEEN LEDGER BD. d GONGETE - GOLD WEATHER POURING b CONCRETE MIXTURE I--------------- ---- F_O -x O GONG. FOUND. WALL OR MASONRY. I I 0 N I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF TYPICAL LEDGER BOARD ® EXT. DECK: CONCRETE IN TEMPERATURES UNDER 45• F IF THAT TEMPERATURE I ( 0 6B 1. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 2. SECURED w/(2) 5/6" 4) x 5" LONG H.D. GAL. LAG BOLTS II" 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. ® Ib' O.G. I ' 3. INSTALL H.D. GALV. J015T HANGERS BY 'SIMPSON' (OR. 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL OVERHANG EQUAL) CONFORM TO AGI 306 4. PROVIDE GALV. FLASHING .TUCKED UNDERNEATH SIDING _ __ __ ________ __ OVERHANG 8 BENT OVER TOP EDGE OF LEDGER BD. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND/ 13 I I --_. _.-.__ --. _-I-. 5. SEE DETAIL II-A/403. SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO I-. EXIST. 2"xb" R.R. _ EXI5T. 2"xb" R.R. NEW UN-REINFORCED P. GONG. _>LAB TEMPERATURES WITHIN 10• F OF CONCRETE. I I ® I6" O.G. ® 16" O.G. CONC. I I---�--- ----- ------ - _. -_.--------I -- N 7A 1. NEW 4" THK. UN-REINFORCED P. ONC. SLAB UPON 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. 2. 6 MIL POLY VAPOR BARRIER UPON w REMOVE AS REO'D. w 3. 4" (MIN.) GRAVEL BASE I -- --- ----------- --_ -------- --- --I-I. i m 13 Q Q �B NE NEW 4 FORCED P. CONC.SLAB WLA6'B b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE I b:12 PITCH 6:12 PITCH O - PERMITTED WHEN NECESSARY. I- I - ---... _� -- ----- --- v -- - -----... I -I Z w "xb"-10/10 W.W.M. UPO>N 2. 6 MIL POLY VAPOR BARRIER UPON I_ - _ I a Q_ "1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33• F OR HIGHER 3. 4" (MIN.) GRAVEL BASE AND SHALL BE WITHIN 10• F OF CONCRETE TEMPERATURE. BEAM SHALL BEAR I- - - J PAD FOOTING DIRECTLY UPON 2ND FLOOR L PROP. TE5LA ------ - PROP. TESLA ® 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. SOLAR ROOF SOLAR ROOF - IS"x18"xl2" DEEP P. GONG. PAD FOOTING AS PER SHOE PLATE S SUPPORTING _ __ _ 0 - DETAILS 6-A/403 d 6-A/403. UPSET BEAM BELOW; -- (SEE MANU. - (SEE MANU. - Z F' 9. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE I 5PEG5) SPECS) Q c~j PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 FASTEN ALL MEMBERS I I �- N-I- I- wPAD FOO SING (A5TM G494/G494M, TYPES G AND E). TOGETHER w/STRAPPINGZ 0 24"x24"xl2" DEEP P. GONG. PAD FOOTING AS PER Z --) I-----_--_-- __-_-----_-_------__._.._-- _-__.--.-__._-- I 1_.---._-.__ 0 a DETAILS'7-A/403 d 9-A/403. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL AREAS EXCEED ONE SQUARE INCH. r= I'-lOy2" 2'-10 w N ® PAD FOOTING (AT FIREPLACE/CHIMNEY) - - ) I --- - - ----- - - - - --- -- I I--- Y2" w V.I.F. EXIST. PAD FTC. SUPPORTING CHIMNEY EXTENDS b" 11. ONCE CONCRETE 15 PLACED. GO GRE ALL BE SED to OVERHANG II PROP. 2"x6" G.T. PROP. 2"x6" G.T. OVERHANG N O MIN. OUTWARDS FROM CHIMNEY WALLS AND 15 IN GOOD TO REPEATED FREEZING AND AWING UNTIL CONCRETE HAS 12 O 13 12 13 12 --I 1-_----_ --- ---® 32"_O.G._--_____ __.______® 32"_O.C. I Z Q O = CONDITION. OTHERWISE, PROVIDE NEW 12" THK. P. GONG. REACHED A COMPRESSIVE S NGTH OF 600 PSI. _ -_--I I _ ------ _ - -- _- I I FTC. EXTENDING 6" MIN FROM CHIMNEY WALLS (APPROX. ----- -- - Q 4'-O"x2'-O"xl'-O" DEEP) S BEARING :3'-O" MIN. BELOW 12. PLACEMENT TEMPERATURES HALL CONFORM TO AGI 306. w w 12'-10" 8'-O" EXIST. 4"x4.5" ROUGH - --- - - --- - ---- - --- ----- - ---_ - __-- - - - - - - - w w GRADE. PROVIDE #5 HORIZONTAL R--BAR ® b" O.G. (BOTH SAWN R.R. -- -- - - - - - - - - --_ _ _ -_------ - -L----- W LL DIRECTIONS) WITHIN NEW FTC. O ® 48" O.G. TO REMAIN - _ __----_-___.._ _ - 12 N W EXPOSED BELOW NEW Z O NEW ATTIC, ACCESS - PULL DO IN STAIR: ' - g O 9 I. MIN. 550 # CAPACITY R.R. - ------ - - ----- _._-.. -- -- -- - d F'- ---� - - - - - - - - - - - ---- -..__...- - -- - _. 2.SIZE TO FIT MECH. EQUIP. THRU OPENING(MIN. 22"x30"9' - - � �' - - - uj O 3.DBL. FRAMING WHEN NEW OPENING,U.O.N. m -_-_- SOLAR ROOF PROP. TESLA - - -_- -- - -- --__---- - \ O N 4.WEATHERSTRIP ACCESS OPENING # PROVIDE R-49 _ -. Qi I O INSULATION ABOVE w/ WD. FR. (OR E0.) BAFFLE OR -- - Q, _-.- __I__-- L-.---- (SEE MANU. ------_-_-----.-- - -._.--- ----- --- -_--- - ----�_._ \ p m RETAINER TO PREVENT INSULATION FROM ENTERING N _ ai I I 5PEG5) \ _ DWELLING WHEN OPENED,AS PER NY5 EGG R402.2.4 B2 ' to = I - p� PROP. TE5LA - -I -- - - - --- ei (OMIT WHEN ATTIC ACGE55 DOES NOT PENETRATE THERMAL ENVELOPE OF BUILDING,I_ I I I I X - - - n - n-X ---- SOLAR MANU, - --- - - ---- - ^Q � O ---- I I cM cw nwi z e� O I z - w LU- a m--- -- 5. INSTALL AS PER MANU. SPEC.'S I ( I I w= - - - - b I w ®> SPECS) I I W �`r ICINI - 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. ---- 05 III N w' a-' O B2 Q �- cv z x X x BATH #2 I._.. _ 1 to UNDERPINNED P. GONG. WALL CONSTRUCTION: I ( I I I I 1 t- .Qs 1 r - ----- -------------- - - -- - ---- - - _ ------ ---- --- w w- _--- -- -- - - I I w • 2"xb" P.T. SILL PLATE w/GALV. METAL FLASHING 152 B2 X f N I'- 6 NEW (2) I.-75"x9.5" T.J. 2.OE MIGROLLAM LVL BM. 6 Q �u a PREVENTING ANY DIRECT CONTACT w/GONG. _ w a PROP. _ I- ----.-- -- ----.----_._ ---_._--__._ -4- - - --O p�0 ----- N I �- - - - - - -- - • ANCHOR BOLTS AS PER PAGE 0-003 - - - - - - - - =cv- tip BEDROOM #4 z z x 3 _ i ROJECT: • NEW P. GONG. FOUND. WALL,UNDERPINNED d PINNED I I I I I I > O + ! _ -I- - < Q� -____ _.-- _---._.-------._._--.� _ w N HORIZONTALLY INTO EXIST. FOUND. WALL, AS PER SM/CO 5'_2« 2 O -a I- DETAILS I-A/402 (ABUTTING EXIS-f. CRAWLSPACE WALIL) 1 _I-- z PROP. TESLA N D I A N NECK FARM d 2-A/402 (ABUTTING EXIST. BASEMENT WALL) I I � (L = Ul O SOLAR ROOF • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIORi'-2'K4 5 114 c0 O- M H O__._- I i « N - x_ X (SEE MANU. I- _____------ ----- --- -- - --------------- - -- -- • B.O. FOOTING 3'-0" BELOW GRADE MIN. _ + �J I _�V `�w ;� �� SPECS) _ ___ I _ GUEST H OS U E BEAM SHALL BEAR _ - ui • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN I I I z'-3" -5'-0" 2 8'_ " DIRECTLY UPON x 6> 53 _..._____------------ - _ - -.__--,-_----- �- APPLICABLE) I I I B3 p -� _ _ = 2ND FLOOR SHOE I z O x �p m 3 PLATE a - ----- Q `rw --- - - --- NEW (3) 2"xl2" RIDGE BM. ENLARGED FOUND. WALL 4 PAD FOOTING O _� ROP. I'- I 6" B3 II I. ENLARGE NEW P. GONG. FOUND WALL TO lo" THK. AT THUS I I m I `� SM/GO ---------- x -----------------____ - ' SUPPORTING UPSET F ®O -- - -- BATH. BEAM BELOW; -- -- - 0 Qi X ----- - --------- -- -- - - ------ --- --_-_._ --- - ----- -- - I- LOCATION TO PROVIDE FULL BEAIZIN6 SUPPORT TO (3) ( I w Uw #3 FASTEN ALL I W Dl 2 2 3375 INDIAN NECK LN 2'x4" POST ABOVE. MEMBERS --- ----_.__.._.------------...-_-_--_-- ---__-.-- --_._-._._____ 2. PROVIDE 30"x30"xl6' DEEP P. GONG. PAD FOOTING I I I a �° 2 TOGETHER w/ - - - -- --- - ---_--- PECONIC, NY 11958 CENTERED BENEATH ENLARGED FOUND. WALL PROVIDE = cvX STRAPPING --- - - NEW 2) I.'I5"x9.5" T.J. 2.0E - - - -- - - - ----- -- _-.- #5 HORIZONTAL REBAR® 6" O.G. (BOTH DIRECTIONS) I I I 2 `� ®w I B2 2 _ - - ------- - - 2'-3" 5'-O" - - ---MIGROLLAM LVL RIDGE BM. ___ --------- --� ._. WITHIN NEW FTC. _ 3. SIZE OF FOOTING MAY BE "L-5HAPED" AS SHOWN IN - - m `~j�O p a x} * RAWING TITLE: FOUNDATION PLAN TO ACCOUNT FOR LOCATION OF - - - ztum - '�t - - - - - ---- --- ------ ----- ----- - - - -- - �a - p=� --- --- -- -- -- - _ -- - EXIST. STONE FOUNDATION WALLS. DRILL 4 EPDXY PIN, I I I I = B2 Z z cy REBAR INTO EXIST. FOUND. WALLS (4" EMBEDMENT). wo I __-- < Qa �^ ROPOSED STRUCTURAL PLAN Q a --- - -_ - -- -- s - ----- --- -_z w- -X BASEMENT ENTRY FOUNDATION WALLS 8 FOOTI NOBS: I I I I aJ u' �' `� I - .._ z z N - ----_- - 012 PROP. - _ w- - =X m NEW 6" THK. P. CONC. FOUND WALL UPON Ib'x6' DEEP P. I I I I HALLWAY ---- -- ( Oz - ----- ---- --- ---�---- 0 3� - F - - - -- I GONG. STEPPED FOOTING AS PER DETAIL 3/A-402. v� z DRILL # EPDXY PIN (4" EMBEDMENT) FTC. $ FOUND WALL. I I I = I ~ --zf O a ~ PROP. STANDING -- --- - ------- - KO - - X -- - ------ ---- _ INTO ADJOINING FTC. d FOUND WALL OF BASEMENT. m 0 PROP. TESLA R w Q II II I o = PROP. - N IN-w O W-- SEAM ZING ROOF, ----- ---I --- SOLAR ROOF 0 13 BEAM SEAT w/ SONOTUBE I I I I I BEDROOM #3 -I ®> x 00 TO MATCH EXIST. (SEE MANU. --z aj `t `rN------- SLOPE (TYP.) - - - 5PEG5) __---- - I_ AGE: PROVIDE SIMPSON GLB BEAM SEAT CONNECTOR UPON `{��2 _ r - - - - I N ®Oa ` -- --- 12"(P P. CONC. SONOTUBE AS PER DETAIL 12/A-403. PROVIDE FLASHING AT ANY WOOD/GONG. CONNECTIONS. I I I I O + - - WSW -- ---- - - -- - - - ---- ---I-- 14 S-102m0l BEAM POCKET (TYP.) o o I II II � I " 15 UNDERPINNED (ONLY) P. GONG. 1^1ALL CONSTRUCTION: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • NEW P. GONG. FOUND. WALL UNDERPINNED INTO EXIST. to - -- --- -- - FOUND. WAL4,AS PER DETAIL 13-,A/403 12 13 12 12 I3 12 19 OF 20 • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR ATE: 08 08 23 • B.O. FOOTING 5'-0" BELOW GRADE MIN. • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN -"fy2 I EXIST. APPLICABLEi A-201 O PORCH 6'-Oy2" 13'-4y2" aED APICAs fC a 1 �I t G0N5TRUGT 1 ON PLAN - SECOND FLOOR GON5TRUGT 1 ON FLAN - ROOF �0� SCALE: I/4 = I -O SCALE: I/4" = I'-O" (5ENE A L 5�'1� 50L <E`i' : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WODD FRAME (L.G. STL. Q I EXISTING TO REMAIN WHEN APPLICABLE) ----. -{ NEW WOOD FRAME (•L.G. NEW FOUNDATION WALL LLJ ------I cu 5TL. WHEN APPLICABLE) J M NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL aa,' t � WOOD FRAME (L.G. STL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O '- POST FOR 6" WALLS), U.D.N. _ } 0 NEN 2-HR FIRE WOOD FRAME (LGTSTDL. O N z O NHEN APPLICABLE) Lo cc STRUCTURAL PLAN 1�OTES SOIL BEARING GAPAGITY NOTE: POST 4 COLUMN DESIGNATIONS: X N. POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED O O O }� (� STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY -c 0SINGLE SPAN STRUCTURAL MEMBER: BEARING CAPACITY OF 1.0 TON/S.F. SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, A5 SPECIFIED �-� Ncu � Lr) O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. O O Q � ABOVE INDICATED P05T5/EEAMS. O5TAGKED POST/COLUMN: POURED CONCRETE AND STEEL REINFORCEMENT NOTES: P2 (2) 2N4" POST B2 (2) 2"xb" POST LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH P05T OR COLUMN ON FLOOR BELOWABOVE. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT EXTENDED FRAMING TO ROOF fZAFTER5: FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND A3 (5) 2N4" POST g3 (3) 2"xb" P05T W O PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. W HEADER (BELOW) TO SUPPORT R.R (ABOVE). 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION A4 (4) 2N4" POST ®--� (4) 2"xb" P05T INTERIOR LOAD BEARING WALL (ABOVE): SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR 4� A5 INDICATED BY DASHED OUTLINE. ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER ALIGN STUDS OF BEARING HALL5 TO LAND DIRECTLYENCOUNTERED.GTLY A5 (5) 2"x4' POST E5 (5) 2"xb" POST { UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. INTERIOR LOAD BEARING WALL_ 4B A5 INDICATED BY HATCHING. 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT 3-I/2" O.D. SGH 40 5-i/2" O.D. SGH 40 ALIGN STUDS OF SEARING WALLS TO LAND DIRECTLY 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 3I8 CODE. p--�G STL. COL. (ASTM STL. COL (ASTM ,. UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. AI23) BY SIMS u AI23) BY SIMS ( Jl V.I.F. EXIST, F.J. LAP LOCATION_ 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED STEEL (OR EQ.) STEEL (OR EQ) rY1 O I. CONTRACTOR SHALL VERIFY WHE-HER EXIST. F.J. ARE CARBON STEEL A5TMA615 GRADE 60. MM FOR 5LAE5 DO NOT I 1 1 SPLICED/OVERLAPPING ABOVE EXIST. BEARING WALLS. NEED TO BE EPDXY COATED. • 2. CONTACT ARCHITECT SHOULD LA'O LOCATIONS 6. U.O.N., REAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS A-20I PREVENT EXIST. F.J. FROM REAGHIN6 PROPOSED BEA1M OR BEARING WALLS. SHALL BE STAGGERED. 3 3. FASTEN F.J. TOPROPOSED FLUSHBEAMS USING H SIMPSON LUS HANGERS. T, PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN U PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, COVERAGES, AND PLUMBNE55. V.I.F. EXIST. (2) 2"x8" V.I.F. EXIST. (2) 2"x8" TYPICAL LEDGER BOARD ® INTERIOR FOUNDATION: HDR (MIN. SIZE) OR HDR (MIN. SIZE) OR b I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 8. CEMENT SHALL CONFORM TO ASTM C-55 FOR STANDARD WEIGHT PROVIDE NEW PROVIDE NEW • 2. SECURED w/(2) 5/5" (V x 5" LONG H.D. GAL. LAG BOL175 CONCRETE. (n ® 16" O.G. �+ 3. INSTALL H.D. GALV. JOIST HANGERS BY 'SIMP50N' (OR: n 1 EQUAL) 4 X 4 X " ANGLE (D 4. PROVIDE GALV. FLASHING BETNE:EN LEDGER ED. 4 CONCETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE (ANGLE FINISH Q GONG. FOUND. WALL OR MASONRY. CEILING FOR I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF HEADROOM) i h TYPICAL LEDGER BOARD ® EXT. DECK: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE EXIST. 2"x6" j bB I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. G.J. ® 16" O.G. 2. SECURED w/ (2) 5/8" 0 x 5" LONG H.D. 6AL. LAO BOL71-5 77fl ® I6" O.G. 2. SPECIFICITY OF CONCRETE DE516N MIX SHALL BE BY OTHERS. 3 H.D. GALV. J0157 HANGER5 BY 'SIMP50N' (OR: 3. ALL GOLD HEATHER PREPARATIONS AND CONCRETE POURING SHALL EQUAL) P f� 4. PROVIDE GALV. FLASHING TUCKED UNDERNEATH SIDIMO CONFORM TO AGI 306. BATH. 4 BENT OVER TOP EDGE OF LEDGER BD. 5. SEE DETAIL II-A/403. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / PROPOSED #2 I TEMPERATURES FROZEN NITH RO°PD MAY BE RE MOVED OR HEATED TO O O 4 BEDROOM #2 TA NEW UN-REINFORCED P. GONG. 5LAB x O I. NEN 4 THK. UN-REINFORCED P. c:ONC. SLAB UPON 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. N 2. b MIL POLY VAPOR BARRIER UPON REMOVE AS REQ'D. ; ® I n Q w J 3. 4 (MIN.) GRAVEL BASE w m Y NEW REINFORCED P. GONG. SLAB 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE z I w Z z � Lu TB I. NEN 4" THK. P. GONG SLAB w/6"xb"-10/10 N.W.M. UPO>N PERMITTED WHEN NECESSARY. Z C7 w w 2. 6 MIL POLY VAPOR BARRIER UPON Z 3. 4" (MIN.) &RAVEL BASE T. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° FOR HIGHER 34'-O" Q p Q EXIST. 2'x6 = AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. � V Q A C.J. ® I6" O.C. > _ PROP. PWDR ROOM O ® PAD FOOTING w w Z 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD HEATHER POURING. - Z G. IB"xl8"xl2" DEEP P. GONG. PAD FOOTING AS PER 2" x 4" NEW (3) q.5" LVL DETAILS 6-A/403 4 5-A/403. STUD WAL - - - �= 9. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE + Z t- ~ w PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 ® Ib O.(i. n 14 ( a g N - N a L J 24"x24"xl2" DEEP P. GONG. PAD FOOTING AS PER PAD FOOTING (ASTM G4g4/C4g4M, TYPES G AND E). I I PROPOSED q p o Q 0 8B I DETAILS -1-A/403 4 q-A/403. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CROSS SECTIONAL STONE PATIO - .1 _ _ _ 16 a V (L AREAS EXCEED ONE SQUARE INCH. I NEW (3) 2"xb FLUSH BM. N w Z w PAD FOOTING (AT FIREPLACE/CHIMNEY BELOW 6AELE WALL 8G V.I.F. EXIST. PAD FTC. SUPPORTING CHIMNEY EXTENDS 6" 11. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED I _ p t5 a p MIN. OUTWARDS FROM CHIMNEY HALLS AND 15 IN 600D TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS ' (Q = z Q Q CONDITION. OTHERWISE, PROVIDE NEN 12" THK. P. GONG. REACHED A COMPRESSIVE 57REN&TH OF 800 PSI. p = PROP. 2"x8" G.T. PROP. 2"x8" G.T. �� 0.� V w H 1i FT6. EXTENDING b" MIN FROM CHIMNEY WALLS (APPROX. v 4 U N (Z ® 52" O.G. ® 32" O.G. N Q >Q F. 3 w 4'-O"x2'-O"xI'-O" DEEP) 4 BEARING :3'-O" MIN. BELON 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. O O W 2"x;10" P.J. cV N N w w >- GRADE. PROVIDE #5 HORIZONTAL REBAR ® b" O.G. (BOTtH x - PROPOSED .fl ® I6 O.G wW � N DIRECTIONS) NITHIN NEW FT6. MODIFIED IQ a MUDROOM w a w p Q ONEW ATTIC, AGGE55 - PULL DO IN STAIR: z ® BASEMENT m z `� QZQ O O O I. MIN. 550 # CAPACITY (4gT S.F.) z NEN (2) 2"x8" Z a 0 0- ~ 2.SIZE TO FIT MECH. EQUIP. THRU OF'ENIN6 (MIN. 22N30") PROVIDE RETAINING DROPPED BM. w w p a;p 3.DBL. FRAMING NHEN NEW OPENING U.O.N. HALL. HEIGHT V.I.F. , o w� - - - V.IF, x8" O OJ � pw 4.WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-4q BASED IN FILL 3,_8„ INSULATION ABOVE w/ND. FR. (OR EW BAFFLE OR NEW 2"xb" P.T. REQUIRED. H (MI SIZ ) R 0 RETAINER TO PREVENT INSULATION FROM ENTERING 13 D.J. ® I6" O.G. 13 B2 12Qxba SLDR B2 E2 ROVI+DE N PROVIDE NEW 2"xb" F.J. WITHIN EA. BAY OF EXIST. F.J. Ea BELOW LOAD BEARING WALL DWELLING NHEN OPENED, AS PER NYS EGG R402.2.4 ,. , (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE _ _ _ _ _ _ ' THERMAL ENVELOPE U. BUILDING). 'E NEW (5) 2"xW P.T. FLUSH BM. NEW 3) 2"xl0"HDR A2 _ �-. M � 5, INSTALL AS PER MANU. SPEG.'s NEN (2) - _ - V.I.F. EXIST. (2) 2"x5" NEN (2) -� 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. - _ 00 0 -bg _ -HM (MIN. 51 E) OR 2"x5" HDR IO UNDERPINNED P. GONG, WALL CONSTRUCTION: _ _ _ (15 PROVI NEN QQ..II o 0 NEW 2"x8" F.J. TB Q w P A2 p O O • 2"xb P.T. SILL PLATE w/ GALV. METAL FLASHING ® I6" O.C. p�� = w PREVENTING ANY DIRECT CONTACT w/ GONG. u! .p NEW (2) z w ly 0 Q _ PROPOSED V.I.F. • ANCHOR BOLTS AS PER PAGE 6-003 2"x8"HDR. iv z; U} m KITCHEN O EXIST. 2) 0 PROJECT: • NEW P. GONG. FOUND. WALL, UNDERPINNED 4 PINNED 2'x& HORIZONTALLY INTO EXIST. FOUND. NALL, AS PER IS m d B2 r -� a HEADEI 5 DETAILS I-A/402 (ABUTTING EXIST. CRAWLSPAGE NALL) X p/� X "(MIN. SIZE) I N DIAN NECK FARM 4 2-A/402 (ABUTTING EXIST. BASEMENT NALL) NEW 2NIO" F.J. TA z Q w N ® OR • ASPHALTIC, MASTIC DAMP PROOFING TO EXTERIOR ® I6" O.G. A2 m -j PROVIDE GUEST HOUSE • B.O. FOOTING 3'-0" BELON GRADE MIN. IO t C NEN • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHENj'x5" APPLICABLE) bA NE® 1 0 F.J.F J o o I4 x i 5 Wa 4 PAD FOOTING o + N ENLARGED FOUND. NALL - GUT EXIST. R.R. 4 FASTEN T•O NEW II I. ENLARGE NEW P. GONG. FOUND WALL TO 10" THK. AT THIS IO TA 10 ' 7177) N LUS LOCATION TO PROVIDE FULL BEARING SUPPORT TO (3)) " I4 A2 5TAGKED 14 A2 FLUSH BM. HANGER5AS ABLE;OTOHERNI5E 3375 INDIAN NECK LN 2N4" POST ABOVE. 5-2 5- NEW (3) LT5"xg.5 T.J. 2.OE 1y2 NEW 2 2'xb FLUSH BEAMS 5 PROP. PROVIDE NEN 2 xb" F.J. ® It" O.G. 2. PROVIDE 30"x3ON15" DEEP P. GONG. PAD FOOTING MICROLLAM LVL UPSET BM. FASTENED TO ADJOINING ( A3 BATH. #I PECONIC NY 11958 GENTERED EENEATH ENLARGED F��UND. NALL PROVIDE (FLUSH w/ T.O. F.J.) LVL FLUSH BM, w/SIMPSON - B2 #5 HORIZONTAL REAR ® 6" O.G. (BOTH DIRECTIONS) MODIFIED _� - _ _ _ _ _ _ LU526-2 HANGERS A3 _ WITHIN NEW FTC. CRAWL SPACE 11 EN (2) 2"x8" HDR 2 3. SIZE OF FOOTING MAY BE "L-SHAPED" AS SHOWN IN (31g S.F.) 4 4 _ 4 2 NEW(4) I.T5"x5.5" T.J. 14 DRAWING TITLE_ : FOUNDATION PLAN TO ACCOUNT FOR LOCATION OF NEN MICROLLAM M LVL EXIST. STONE FOUNDATION HALLS. DRILL 4 EPDXY PINI 14 REBAR INTO EXIST. FOUND. WALLS (4" EMBEDMENT). FLUSH BM. BELON PROPOSED STRUCTURAL PLAN _ _ } A2 POST TO RIDGE ]N3 BASEMENT ENTRY FOUNDATION WALLS 4 FOOTINO!S: = �NEW (2) I.T5 xT.25' T.J. 2.0E - NEN (2) I.-15"x1.25" T.J. 2.OE PROPOSED NEN 6" THK, P. GONG. FOUND WALL UPON 16"x8" DEEP P• MICROLLAM LVL FLUSH BM. I MICROLLAM LVL FLUSH BM. u -i PROPOSED GONG. STEPPED FOOTING AS PER DETAIL 3/A-402. _ LIVING/DINING DRILL 4 EPDXY PIN (4" EMBEDMENT) FT6. 4 FOUND NALL. 0 n *2 ROOM BEDROOM #I INTO ADJOINING FT6. 4 FOUND NALL. OF BASEMENT. �? N p dJ in _ V.I.F. EXIST. (2) 2"x6" FLUSH BM. w NEW 2"xIO" F.J. MODIFIED m (MIN. SIZE) ® STAIR OPENING OR x Q N - 13 BEAM SEAT w/ 50NOTUBE �- PROVIDE SIMPSON GLB BEAM SEAT CONNECTOR UPON ( ® I6" O.G. CRAWL SPACE 3 PROVIDE NEW FASTEN TO r Q W ® z PAGE: w ADJOINING LVL FLUSH EM, w/ J z 12"0 P. GONG. SONOTUBE AS PER DETAIL 12/A-403. (554 S.F) z QI TA � x N SIMP50N LUS-26-2 HANGER �Y _ PROVIDE FLASHING AT ANY HOOD/C:ONG. CONNECTIONS. m ? p[ u. 8G 8E 10 r NcO�Oz ' z7 5-( 010 01 14 BEAM POCKET (TYPJ - x x Ll w ul l w < O15 UNDERPINNED (ONLY) P. GONG. WALL CONSTRUCTION: TA NEN 2N,5" F.J. L L NEN 2"xb" F.J. w N Q • NEW P. GONG. FOUND. NALL UNDERPINNED INTD EXIST. ® I6" O.G. _ ® Ib" O.G. / N FOUND. WALL, AS PER DETAIL 13-A/403 FOYER • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR N p _ ♦ / Q DATE: 05/08/24 18 OF 20 • B.O. FOOTING 3'-D" BELOW GRADE MIN. IO 10 d� NEW DBL. F.J. ® STAIRS m • 1/2" EXPANSION JOINT ® PERIMETE'_R OF SLAB (NHEN NEN 2"xIO" F.J. APPLICABLE) ® I6" O.G. z Q V.I.F. EXIST. V.I.F. EXIST. V.I.F. EXIST. (5) 2"xl0" V.I.F. EXIST. V.I.F. EXIST. 15 IS 15 (2) 2"x8" HDR (2) 2"x&" HDR HDR (MIN. SIZE) OR (2) 2"x8" HDR (2) 2"x8" HDR MIN. SIZE) OR NEW (2) _ _ _ - - - -NEW (2) _ - _ - � - NEN (2) _14 _ � - -NEW(2) PROVIDE NEW PROVIDE NEW PROVIDE(MIN. SIZE) OR (MIN. SIZE) OR PROVIDE NEW (MIN. SIZE) OR ( 2"x -' HDR. 2'xb" HDR. 2"x5' HDR. 2 x8 HDR. DE NEN PROVIDE NEN A-201 a5 rK t STRUCTURAL PLAN - FOUNDATION LEVEL SCALE: 114" = 1"-0" SCALE: 114" = I'-O" - Q 0 J p w /*4 Q ') / /�• �.► w r W O � O 0 � 04 LnZd- A�o1 � •� �N � 0 � I 3 c O m -� c0 O 4- Lo .-+ N 0 -W C Q Q- :2 0 4-j tu \ \ BAT Z 4� m #2 PROPOSED \ \\ T �� BEDROOM #2 \ \ / I • i PR P. PWDR ROOM PROPOSED 1 1 STONE PATIO — — — — I \ /PROPOSED a W i o _MR 6FI m 1212x6E SLOB \ ILL, / I I I F' 3ZZ a l - - - - - 1- ® //� I I I I — — — — — - -� �\ — _ -10 3 1 I I I i cv I I 1 1 iI I - � OPO—S ED / \ , B #2 [TINZ PROF.EM I\ L = -1� — BEDROOM #4 Yp Z O KITCHEN 2It Wa. a. oj Y Qz < J� MR tol W W I \ _—\�O p Ro�V W W z D D / Z / I I TAGKE \ N .50 tiuj PRo� , I I I I I \ W a o YER ( \ BATH. #1 �� � g � N o � ` I Sp SM/GO o I I I I I PROP. 13 \\ N — — - - - ; � Q I I I I I I HALLN F o V I I L VING DINING I I 'I PROPOSED I TM p -- #BEDROOM 1 _----_ o !,` \\ I I I I co PROP. BEDROOM #3 PROJECT: \ � II II I ,� Y INDIAN NECK FARM II II \ II II II I GUEST HOSUE = x 1 II II \ II W U, �n I I I IT /FOY Vol 3' _ s 1 3375 INDIAN NECK LN A-201 PECONIC, NY 11958 I " DRAWING TITLE: ELECTRICAL PLANS I PAGE: (1) ELEGTRIGAL PLAN - OROUND FLOOR (2) ELECTRICAL FLAN - SECOND FLOOR E-10JLmOl SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0" DATE: 08/08/23 20 OF 20 ���0 lZ