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Home My WebLink About50434-Z of souryo`o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd Southold, New York 11071 CERTIFICATE OF OCCUPANCY No: 46259 Date: 06/18/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 790 Indian Neck Ln Peconic, NY 11958 Sec/Block/Lot: 86.4-1.10 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 12/13/2023 Pursuant to which Building Permit No. 50434 and dated: 03/14/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations, including second floor balcony and "as built" finished basement with unheated unfinished storage room, to existing single family dwelling as applied for. The certificate is issued to: Krestin DS Living Trt,Hartwell-Krestin K Liv Trt Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50434 11/08/2024 PLUMBERS CERTIFICATION: Mattituck Plumbing&Heating 10/28/2024 �Alorized Signa re �o�aoFsa�ryolo TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 50434 Date: 03/14/2024 Permission is hereby granted to: Krestin DS Living Trt 790 Indian Neck Ln Peconic, NY 11958 To: Construct additions and alterations to an existing single-family dwelling and legalize "as built" basement as applied for. Amended 10-3-24to include bilco,windows and roof framing changes. K- nded 11-06-24 for door chaeg d to egress windows Premises Located at: 790 Indian Neck Ln, Peconic, NY 11958 SCTM#86.-4-1.10 Pursuant to application dated 12/13/2023 and approved by the Building Inspector. To expire on 09/13/2025. Contractors: Required Inspections: Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,149.50 AS-BUILT FEE $1,139.00 CO-ALTERATION TO DWELLING $100.00 ELECTRIC $150.00 Total $2,538.50 "JA �p Building Inspector �oAof Soulyo(o TOWN OF SOUTHOLD BUILDING DEPARTMENT `� • yb TOWN CLERK'S OFFICE 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#: 50434 Date: 03/14/2024 Permission is hereby granted to: Krestin DS Living Trt 790 Indian Neck Ln Peconic, NY 11958 To: Construct additions and alterations to an existing single-family dwelling and legalize "as built" basement as applied for.Amende1YOs3,24tonnclude�bilco;wumFdow and of ir_ �anges: Premises Located at: ' 790 Indian Neck Ln, Peconic, NY 11958 SCTM#86.-4-1.10 Pursuant to application dated 12/13/2023 and approved by the Building Inspector. To expire on 09/13/2025. Contractors: Required Inspections: Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,149.50 AS-BUILT FEE $1,139.00 CO-ALTERATION TO DWELLING $100.00 ELECTRIC $150.00 Total $2,538.50 Building Inspector Su�Foc,tc TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE 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#: 50434 Date: 3/14/2024 Permission is hereby granted to: Krestin DS Living Trt 790 Indian Neck Ln Peconic, NY 11958 To: Construct additions and alterations to an existing single-family dwelling and legalize "as built" basement as applied for. At premises located at: 790 Indian Neck Ln, Peconic SCTM #473889 Sec/Block/Lot# 86.-4-1.10 Pursuant to application dated 12/13/2023 and approved by the Building Inspector. To expire on 9/13/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,149.50 AS-BUILT FEE $1,139.00 CO-ALTERATION TO DWELLING $100.00 Total: $2,388.50 Building Inspector o��OF SOUryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 ��4UNTY,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Krestin DS Living Trust Address: 790 Indian Neck Ln City: Peconic St: NY Zip: 11958 Building Permit#: 50434 Section: 86 Block: 1 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Mike Smith&Sons Electricalm Contr. License No: 42078ME SITE DETAILS Office Use Only Indoor Basement P7 Service r Solar r Outdoor 1st Floor P-1 Pool r Spa i- Renovation (— 2nd Floor W Hot Tub r Generator (— Survey Attic I— Garage Battery Storage ry INVENTORY Service 1 ph Heat Duplec Recpt 72 Ceiling Fixtures 6 Bath Exhaust Fan Service 3 ph r Hot Water GFCI Recpt 3 Wall Fixtures 7 Smoke Detectors 3 Main Panel A/C Condenser Cooktop 40A Recessed Fixtures 52 CO Detectors Sub Panel A/C Blower Range Recpt 60A Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 74 4'LED Exit Fixtures Other Equipment: Fridge, Hood, Oven, DW, Cooktop Notes: Second Floor Reno, Kitchen Reno &AS BUILT Basement " AS BUILT NO VISUAL DEFECTS " Inspector Signature: Date: November 8, 2024 Sean Devlin Electrical Inspector sean.devlin(aD-town.southold.ny.us 7901ndianNeckHouse O��pF SOUr��! � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 '� 01' ZUNTI,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Krestin DS Living Trust Address: 790 Indian Neck Ln City: Peconic St: NY Zip: 11958 Building Permit* 50434 Section: 86 Block: 4 Lot: 1.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Mike Smith&Sons Electrical License No: 42078ME SITE DETAILS Office Use Only Indoor F Basement F Service F%O- Solar (— Outdoor F 1 st Floor F Pool I— Spa r Renovation (— 2nd Floor r Hot Tub r Generator r Survey r-10 Fd Attic r Garage Battery Storage r INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph (— Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 150X2 A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Other Equipment: 300A Service (2)150A Panels 30 Circuits / 30 Used, (16)120Combo, (2) 115ARC, (1)120ARC Fault Breakers Notes: Service Only Inspector Signature: Date: November 8, 2024 Sean Devlin Electrical Inspector sean.devlina-town.southold.ny.us 7901ndianNeckService Town Hall Annex '.`'"."Tel6phbne(631),765-1802 54375 Main Road cz P. O. Box 1179 C#* MI Southold, NY 11971-0959 LZI OCT 2 9 eU24 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 5o q ?)q Owner: Dg l KM15-1 n (Please print) Plumber: A c G vi r'- (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 Zt day of 02&6� 20Zq, Anthony Cove Notary Public,State of New York Reg. No.02CO6388891 Qualified in Suffolk County Corhmission Expires March 18,20e7 Notary Public, County SOpT,�°� # # TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 . INSPECTION [ F UNDATION 1ST [ ] ROUGH PL13G. 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: AA_V�16 ' . Ja V_Jaul q �alqxlo DATE INSPECTOR DOE SO(/TyO* N TOWN OF SOUTHOLD BUILDING DEPT. y u�m� 631-765-1802 INSPECTION — FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION.2ND [ NSULATION/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: 014-�Aejg, 4,00A inS la m Ova," DATE INSPECTOR OF SOGIyo� 55;o # # TOWN.OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND. [ ] INSULATIOWCAULKING [ FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION A ] FIRE RESISTANT PENETRATION - [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ']� PRE C/O' [ ] RENTAL REMARKS: 4A KA s w i 'n c"l9le ".ems DATE 6•/d•a INSPECTOR Of SOUTyO� :TOWN OF SOUTHOLD BUILDING DEPT. ^0u m,� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ROUGH PLBG. [ ] FOUNDATION.2ND ' [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL. [ ]. FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ .] FIRE RESISTANT CONSTRUCTION FIRERESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1&4 k Am baim , Pni,4sura, #L 94&5 0- I I o(�. A"l, Ce 4e ,5AAl-G"n A Lf a a" le, 4-b DATE '�"'o? INSPECTOR oF souryo� - # # . TOWN OF SOUTHOLD BUILDING DEPT. ' `ycoum, -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: &cokid dl Afxo = DATE 1,24 INSPECTOR q SOUTh°� _ # # TOWN OF SOU HO T LD BUILDING DEPT. coum,��'' 631-765-1802 INSPECTION ' [ ] FOUNDATION-1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND. [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ q/F'INAL A__lk4 tf [ ] FIREPLACE & .CHIMNEY [ ]--FIRE SAFETY"INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- ELECTRICAL (ROUGH) [ ], ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Akended hOI4*x Aa CAA4 oil A-e-ro�oseet S pgAMA�aW . C491A 6 44y, n sl-vtj(dfL_ s PW;41,1 . `Ov d a- � DATE 'INSPECTOR OF sol/4, . lZ Y34 -7qo lkld I K 9)eck W00, * .# :,TOWN'OF.SOUTHOLD BUILDING DEPT. coum, 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) [Al ELECTRICAL (FINAL) [ ] . CODE VIOLATION [ ] PRE C/O [ ] RENTAL . REMARKS: 0 W/l DATE -INSPECTOR .19mkAAM W;agl laf so l 7clo TOWN OF SOUTHOLD.`BUILDING .DEPT.. °`'�o�►��a� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY C ] FIRE SAFETY INSPECTION [ ] FIRE'RESISTANT CONSTRUCTION [ ] FIRERESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) E)(] ELECTRICAL (FINAL) [ ] CODE VIOLATION. [ ] PRE C/O- [ - ] RENTAL REMARKS: +o AFC Ar5 �(�°L ,�n,�tzKS m �`SCO`1�1+2C To d ou, my DATE 2 -. INSPECTOR OF SOGTyO� L / � L v /AU� fL c # # TOW OFO0:THOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING . [ ] FRAMING /STRAPPING [ ] .FINAL [ j FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ . ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ .-] ELECTRICAL (FINAL) [ ] CODE VIOLATION .[ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR `7 q �o��pF 50Glyolo V I r l ICI # TOWN OF SOUT HOLD UILDING DEPT. °ycoo 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) "ODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: m L ovne(4401-411 5745 �rr IZ can V DATE I INSPECTOR' a a 0 _ --- --- _ _ - - -- /k— ,yam"yam! 'k V ,U. NONNI 30 do .0 0 El ;• ' �%:I�M T 09 ot 3.o 12 +� �G ADVE'RTENCIA AVERTISSEMEt4 29 �� w•o� :: 2S �, e FZnl 19 _ �,� t "" �� . } c I °� � � i a �, � N0� � ; p' ,r ___ r "N'— 1 7 3 +1 S d 7 7� p v � � � � 0 8 i { 1 7 li yr i �'. �_.,.. R 1 I �� }' -� �.— �P.I ' ..._ � M As no w w. I ► _ row AL IL i '� �� y�as.r_ �: f f��ejlV ,Y•.Crd�v"k • �r" 4, 14tst#�1 h t a s H,. .t�:YM+r-�' ti.... ',. is ,`{34J�i-`,•'��.^, �r o U� DdC AV `24 BUILDING DEFT. TOWN OF SOUTHOLD A .I -i e a � •a I i 1 illy A `- E:L1 Insulation Certificate CONSTRUCTION ` 0 CT 2 5 2024 L 'k t,_ l lobsite Address: 790 Indian Neck Ln, Peconic, NY 11958 dui€e°s ash f+e:onr- enx This form must be filled out and posted to comply with building code requirements. Meets IRC Chapter 11 Energy Efficiency Requirements and IECC Chapter 4, Commercial Energy Efficiency Requirements. Open Cell ❑� Closed Cell ❑ DC-315 Fire Retardant Thermal& Ignition Barrier Consult International Building Code, Chapter 26-Plastic and International Residential Code (IRC) R316 Foam Plastics for specific requirements.The spray polyurethane foam and mineral wool insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance. Area Insulated Material Aged Thickness** R-Value Sloped/Attic Roof Open Cell Spray Foam R-49 At 13" inches Sloped/Vaulted Roof Open Cell and Closed R-30 At 4" inches Cell R-19 At 5" inches Above Grade Exterior Walls Open Cell Spray Foam R-21 At 5-1/2" inches Basement Perimeter Rim Boards Closed Cell Spray Foam R-15 At 2" inches Basement Ceilings Closed Cell Spray Foam R-23 At 3" inches -Nominal thicknesses are representative of field,spray-applied foam material. Contractor: Eli Construction Services Date of installation: 08/03/2024 INC. Phone: (631) 869-5171 Permit Number: 50434 1490 William Floyd Pkwy#109 Shirley,New York 11967 (631) 869-5171 info@eliconstruction.com CONSTRUCTION so T;02 � U �.�° �� U��U8��NN°U�� L . CONSTRUCTION . /�09�v 1 WNA � / —.. ' �co�3 ' / Jobsite Address: 790 Indian Neck Ln, Peconic, NY 11958 ' This form must befiLLed out and posted to compLy with buiiding code requirements. Meets|RC Chapter 11 Energy Efficiency Requirements and IECC Chapter 4, CommerciaL Energy Efficiency Requirements. 0 [)panCeii 10 Ciosed [eii E] OC-31G Fire Retardant Thennai& Ignition Barrier Consult|nternationaiBuiiding Code, Chapter 3G-Piastic and |nternationaiResidentiaiCode (IRC) R316 Foam PLastics for specific requirements.The spray poLyurethane foam and mineraL wooL insuLation system(s) has/have been instaLLed in accordance with manufacturer's processing guideUnesto provide athemnairesistance. Area Insulated Material Aged Thickness** SLoped Attic Roof Open CeLL Spray Foam R-49 At 13" inches Sloped Vaulted Roof Open CeLL and CLosed R-30 At 4" inches CeLL R-19 At 5" inches Above Grade Exterior WaLLs Open CeLL Spray Foam R-21 At . 5-1/2" inches Basement Perimeter Rim Boards CLosed CeLL Spray Foam R-15 At 2" inches Basement CeRings CLosed CeLL Spray Foam R-23 At 3" inches **NominaL thicknesses are representative of field,spray-appUed foam materiaL. Contractor: Eb Construction Services Date nfinstallation: 08/03/2024 INC. Phone: (831) 869-5171 Permit Number: 50434 ' 14SOVWLLiamFLoydPkwy#1O9ShirLey,New York 11367 (631)863'5171 ZZME L I |mfo@ebmnstmcUonzom CONSTRUCTION L1 p lation Certificate CONSTRUCTION M AY 2 7 2025 0 Id"' jpa t Jobsite Address: 79 , Peconic, NY 11958 This form must be filled out and posted to comply with building code requirements. Meets IRC Chapter 11 Energy Efficiency Requirements and IECC Chapter 4, Commercial Energy Efficiency Requirements. ❑ Open Cell Q Closed Cell Q DC-315 Fire Retardant Thermal& Ignition Barrier Consult International Building Code, Chapter 26-Plastic and International Residential Code (IRC) R316 Foam Plastics for specific requirements.The spray.polyurethane foam and mineral wool insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance. Area Insulated Material Aged Thickness R-Value Sloped/Attic Roof Open Cell Spray Foam R-49 At 13" inches Sloped/Vaulted Roof Open Cell and Closed R-30 At 4" inches Cell R-19 At 5" inches Above Grade Exterior Walls Open Cell Spray Foam R-21 At 5-1/2" inches Basement Perimeter Rim Boards Closed Cell Spray Foam R-15 At 2" inches Basement Ceilings Taosed Cell Spray Foam R-23 At 3" inches **Nominal thicknesses are representative of field,spray-applied foam material. Contractor: Eli Construction Services Date of installation: 08/03/2024 INC. Phone: (631) 869-5171 Permit Number: 50434 1490 William Floyd Pkwy#109 Shirley,New York 11967 (631) 869-5171 info@eliconstruction.com CONSTRUCTION. Fire Coating ' EL1. CONSTRUCTION Certificate Jobsite Address: 790 Indian Neck Ln, Peconic, NY 11958 This form must. be filled out and posted to comply with building code requirements. Meets 2008 ICC 700 National Green Building Standard, ICC-ES Acceptance Criteria for Fire-Protective Coatings Applied to Spray-applied Foam Plastic Insulation Installed without a Code-prescribed Thermal Barrier (AC456), and NFPA 286 DC 315 is a single-component, water based, liquid-applied intumescent coating, which has been applied with wet film thickness of 18 wet mils (12 dry mils) at a rate of 1.12 gal/100 ft2 The finished fireproofing has been sprayed by airless spray equipment at ambient temperature, with uniform minimum thickness specified to exposed spray foam areas. Consult International Building Code (2021), Section 09 96 43 - Fire Retardant Coatings Contractor: Eli Construction Services Date of installation: 10/21/2024 INC. Phone: (631) 869-5171 Permit number: 510_43.4 , L - I i 6 Ll _. 0 CT 2 5 2024 ILI ` 1490 William Floyd Pkwy#109 Shirley, New York 11967 ZZ'/E L I y (631)869-5171 info@eliconstruction.com CONSTRUCTION ^�0 �d .3�/ ��- Coating �°� ��~ �� U�W� ��0~U�� ~NN NN - -- �� NN C��U�� ' �kQ 1 A �� ' ��~�� _ �� . =~` . ~ --- Certificate , . Jobsite Address: 790 Indian Neck Ln, Peconic, NY 11958 This form must be fiLLed out and posted to compLy with buibding code requirements. Meets 2008 |CC 700 National. Green 8uiiding Standard, |[C-ES Acceptance Criteria for Fire-Protective Coatings AppUed to Spray-appUed Foam Piasbc |nsuiation |nstaiied without Code-prescribed Thermal. Barrier (AC456). and NFFy\ 286 DC 315 is a sing Le-component, water based, Liquid-appUed intunoesoentcoating. which has been appUed with wet fiinn thickness of18 wet rniie /l2 dry nniLs\ ata rate ofl.12gaL/1OOft3 The finished fireproofing has been sprayed by airLess spray equipment at ambient temperature, with uniform nninirnunn thickness specified to exposed spray foam areas. Consuit International. Buibding Code /3U21>. Section 089S43 - Fire Retardant Coatings Contractor: EU Construction Services Date ofinstaiLmtion: 10/21/3034 INC. Phone: /531\ 869-5171 Permit number: 50434 1490VViLLiamFLovdPkwv#1O9ShirLey New York 11357 (631)863'5171 AeE LI LS ,C E U is Fire Coating E L I �aY z � 2oz5 CONSTRUCT ON Certificate Wading Department Town of Southold Jobsite Address: 790 Indian Neck Ln, Peconic, NY 11958 This form must be filled out and posted to comply with building code requirements. Meets 2008 ICC 700 National Green Building Standard, ICC-ES Acceptance Criteria for Fire-Protective Coatings Applied to Spray-applied Foam Plastic Insulation Installed without a Code-prescribed Thermal Barrier (AC456), and NFPA 286 DC 315 is a single-component, water based, liquid-applied intumescent coating, which has been applied with wet film thickness of 18 wet mils (12 dry mils) at a rate of 1.12 gal/100 ft2 The finished fireproofing has been sprayed by airless spray equipment at ambient temperature, with uniform minimum thickness specified to exposed spray foam areas. Consult International Building Code (2021), Section 09 96 43 - Fire Retardant Coatings Contractor: Eli Construction Services Date of installation: 10/21/2024 INC. Phone: (631) 869-5171 Permit number: 50434 1490 William Floyd Pkwy#109 Shirley,New York 11967 A �L' (631)869-5171 info@eliconstruction.com CONSTRUCTION FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) --------- � ,�-a-�- �----------- .� FOUNDATION (2ND) � I✓l ROUGH FRAMING& PLUMBING T/�'2 dv w lJI^ QGSSv2C. IG / 5 Q.. ' ems• s�. .lest, WOW64 was AV ao/s. � o •Sa c AMA in eA Ac s � o 14A- e&vXimr in 49 !ate Ove,ekdl la,f7oy.. !c-i Ok— INSULATION PER N.Y. STATE ENERGY CODE 'n s1�.11�� •�2 s �n�nn n eeduc• �v heel - FINAL ADDITIONAL COMMENTS 19-�? �ocv,�G ids /Leho�,9e- _. ✓� �►-��/�S/p U o t to• 2,-1 . 24 -;>u.,ae, o rc c -4 10-77 �A Z ryw -• N' 0 -F,e2, — O rn 3-2, Geri 1 i a01�4-• l-�k-a• d oo r i; •-Nb -p �i-- r zr 2 ,e ro2f Ar<-S. •C-A, e-441- ye N � CrJ "d H TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownn_y_g_ov Date Received APPLICATION FOR BUILDING PERMIT i-� �: r-_n For Office Use Only PERMIT N0.50 Building Inspector: DEC 1 3 2023 Applications and forms must be filled out in their entirety.Incomplete B1,`_(L y1N 11 EP"1'� applications will not be accepted. Where the Applicant is not the owner,an. f%�� F, QJJTD IL applications Owner's Authorization form(Page 21 shalt be completed. Date:12/11/23 OWNER(S)OF PROPERTY: Name:David Krestin SCTIVI#1000-086-04.00-1.010 Project Address:790 Indian Neck Lane, Peconic, NY 11958 Phone#:917-617-9580 Email:dkrestin@gmail.com Mailing Address:790 Indian Neck Lane, Peconic, NY 11958 CONTACT PERSON: Name:Mathew Smith MailingAddress_PO Box 152,TMattituck, NY 11952 Phone#:631 603 9092 Email:msmith@amparchitectcom DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo____ _ ".___._.._._..... Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@ampar chitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes 9No Will excess fill be removed from premises? ❑Yes ®No -' 1 PROPERTY INFORMATION Existing use of property:Single_Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? ❑Yes ©No IF YES, PROVIDE A COPY. R Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name):AMP Architecture BAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) c,/ SS: 5'�/� V COUNTY OF � IC.1 to ( F41� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the ATh� (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. , BARBA H.TANDY Sworn before me this Notary Public,State Of New York No. 01 TA6086001 ( day of _I,•�e-to;*-n 'r Glualified In Suffolk County�rs 20 a Commission Expires 26 1,�3-7 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I� David Krestin residing at 790 Indian Neck Lane, Peconic, NY 11958 do hereby authorize AMP Architecture to apply on my behalf to the Town of Southold Building Department for approval as described herein. Digitally signed David Kstin David Krestin Date:2023.12.11y15:15:40r05'00' Owner's Signature Date Print Owner's Name 2 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE:March 18,2024 RENEWED:August 27,2024 TO: AMP Architecture(Fenster) 10200 Main Rd,Unit 3A Mattituck,NY 1195.3 Please take notice that your application dated November 16,2023: For permit:to construct additions/alterations.and'to legalize an"as built"deck addition with sauna to an existing single-family dwelling and to legalize an"as-built"accessory deck at: Location of property: 955 Soundview Avenue,Mattituck,NY County Tax Map No. 1000—Section 94 Block 1 Lot 8 Is returned herewith and disapproved on the following grounds: The"as built"deck addition.'`as built"accessory deck and proposed construction on this nonconforming 37.291 sq.ft. lot(23,007 sq.ft. buildable land),in the Residential k-40 District are not permitted pursuant to Article XXIII Section 280-124.which allows maximum lot coverage of 20%. The lot coverage is at 25.3%. Additionally,the"as built"deck addition is not permitted pursuant to Article XXIII Section 280- 124,which states lots measuring 20.000-39,999 square feet in total size require a minimum side yard setback of 15-feet.The minimum side yard setback of the deck is 14.7 feet. The proposed construction. 'as built"deck addition and"as built"accessory deck are not permitted pursuant to Article XXII Section 280-1.16A(I).which states:"All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff."The minimum setback is 79.5 feet to top of bluff. The accessory deck is 3.4 feet from ton of bluff. Authorized t_-nature 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. Fee:$ Filed By: Assignment No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No.955 Street Soudview Ave Hamlet Mattituck SCTM 1000 Section 94 Block 1 Lot(s)8 Lot Size 0.6 Zone R-40 I (WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED BASED ON SURVEY/SITE PLAN DATED Owner(s):Stritzler Trust Mailing Address:955 Soundview Ave., Mattituck, NY 11952 Telephone:646-284-5220 Fax: Email:dr.d.fenster@gmail.com NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent,architect, builder,contract vendee,etc.and name of person who agent represents: Name of Representative:AMP Architecture for(x)Owner( )Other: Address:PO Box 152,Mattituck,N.Y.11952 Telephone:631-603-9092 Fax: Email:.APORTILLO@amparchitect.com Please check to specify who you wish correspondence to be mailed to,front the above names: ( )Applicant/Owner(s), (X)Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED and DENIED AN APPLICATION DATED FOR: (�Building Permit ( )Certificate of Occupancy ( )Pre-Certificate of Occupancy ( )Change of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: xxlll Section: 280 Subsection: 124(B) Type of Appeal. An Appeal is made for: (x)A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Other A prior appeal�) has, ( )has not been made at any time with respect to this property,UNDER Appeal No(s). 7106 Year(s). 2017 . (Please be sure to research before completing this question or call our office for assistance) Name of Owner: ZBA File# Stritzler Trust 7106 REASONS FOR APPEAL (Please be specific, additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: Similar properties near by have detached garages,decks,and outdoor showers as well. In which,it will not change the character of the neighboorhood and therefore requesting a lot coverage variance 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance,because: Due to the existing small lot area 3.The amount of relief requested is not substantial because: Similar properties near by have detached garages,decks,and outdoor showers as well. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: Similar properties near by have detached garages,decks,and outdoor showers as well. 5. Has the alleged difficulty been self-created? {X} Yes,or { } No Why: Are there any Covenants or Restrictions concerning this land? {X} No { } Yes(please furnish a copy) This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. Signature of Applicant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this day of ,20 Notary Public APPLICANT'S PROJECT DESCRIPTION APPLICANT: AMP Architecture DATE PREPARED: 1.For Demolition of Existing Building Areas Please describe areas being removed: Please see attached II.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: Please see attached Dimensions of new second floor: N/A Dimensions of floor above second level: N/A Height(from finished ground to top of ridge): 22'-6" Is basement or lowest floor area being constructed?If yes,please provide height(above ground) measured from natural existing grade to first floor: 8' III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: Existing one story frame house w/existing basement, Existing front and rear deck,existing pool and jacuzzi w/existing sunroom Number of Floors and Changes WITH Alterations: Same as above and proposed bathroom w/outdoor shower. proposed front deck extension and proposed detcached garage legalization of as-built deck with Sauna on east side of home and raised deck seaward of CEHL line. IV.Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 4,218.2 S.F. Proposed increase of building coverage: 1,137 S.F.Proposed and As-Built increased area. Square footage of your lot: 23,007 S.F.Landward of CEHL Line Percentage of coverage of your lot by building area: Existing 16.9%,Proposed 21.0% V.Purpose of New Construction: Proposed front deck extension,detcached garage, proposed bathroom addition and proposed outdoor shower legalization of as-built deck with Sauna on east side of home and raised deck seaward of CEHL line. VI.Please describe the land contours(flat,slope %,heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): The slope of the land aroud the dwelling is around<1%and the land aroumd the proposed detached garage is<2% slope of the land towards the CEHL line is approximately 23%with natural vegetation. Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. 4/2012 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises listed on the real estate market for sale? Yes X No B. Are there any proposals to change or alter land contours? X No Yes please explain on attached sheet. C. 1.)Are there areas that contain sand or wetland grasses?YES 2.)Are those areas shown on the survey submitted with this application?YES 3.) Is the property bulk headed between the wetlands area and the upland building area?YES 4.) If your property contains wetlands or pond areas, have you contacted the Office of the Town trustees for its determination of jurisdiction?YES Please confirm status of your inquiry or application with the Trustees:Application pending after ZBA Decision and if issued, please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level?NO E. Are there any patios, concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting?NO Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises?NO If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking, please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel?NO If yes, please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel Existing Single Family Residential and the proposed use Same w/proposed garage and exist. pool (ex: existing single family,proposed: same with garage, pool or other) Authorized signature and Date guFfat k BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o. . ` Town Hall Annex- 54375 Main Road - PO Box 1179 to Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh _southoldtownny.gov- seand(-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: 7 a �Z Company Name: A he -5^1�1 qhc Sorl rtio Inc- Electrician's Name: fo( Ke License No.: M F - �/I p 79 Elec. email: M51vl,Y-Aai,4�-,�e-o eled ', 6L-m/, Elec. Phone No: (3/- ,7yy - 3T3 s I request an email copy of Certificate of Compliance Elec. Address.: Pa aeg 3a-6* 1&,f iV� 11 7 JOB SITE INFORMATION (All Information Required) Name: Address: 710 f r,A�N Merr, -- L A v►-�, Cross Street: S&re ZA 6 Phone No.: ID"3/ - 9 yq - j-g16 Bldg.Permit#: _5-p /-/3 z. email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): .5ecot I (( -T RI 100(' G v�Gl' �z�=�rC l� vt �Pv1 cJ� c`OVA Square Footage: Circle All That Apply: I K!,-7�l Is job ready for inspection?: Y4 ES❑ NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size❑1 PhF�3 Ph Size: A #Meters Old Meter# ❑New Service Fire Reconnect[]Flood Reconnect OService Reconnect DUnderground DOverhead # Underground Laterals 1 2 H Frame F1 Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ice, c� V',e- C-A 107-7 SZ og�fFOCK�; BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex- 54375 Main Road - PO Box 1179 %A- ^* Southold, New York 11971-0959 ip ytta� �ao� I Telephone (631) 765-1802 - FAX (63.1) 765-9502 . jamesh _southoldtownny.gov - seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AII Information Required) Date:: 6 7 A Company Name: 01 kle S/yJ, J�i q ' c So �5 ed r 1n6 Electrician's Name: License No.: F - 1/1 p 7`,, Elec. email: Elec. Phone No: 6�'3/- ,71/-1 - 3�_3 1 request an email copy of Certificate of Compliance Elec. Address.: Pa 13w 0,4 Pool, d /0 //77 . JOB SITE INFORMATION (AII Information Required) Name: �r ��r/��? /� Address: qC; �� +�e N !vPc1C L c,v�e 7 CPi1 ' �! ��y -g Cross Street: Phone No.: Bldg.Permit#: 3-p l/,3 L/ email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): SPccYic T I ocr G y,Gi i-t 4 tl e tl Repi eL/,4,a Square Footage: e Circle All That Apply: (Ns, 7/rS Is job ready for inspection?: YES '- NO Rough*In ❑ Final Do�you need a Temp Certificate?: KYES NO Issued On Temp Informatio (AII information required) Service Size 1 Ph 73 Ph Size:/ZZ),VJ A #Meters Old Meter# ew Service❑Fire Reconnect❑Flood, Reconnect❑Service Reconnect derground❑Overhead # Underground Laterals 1 H rame Pole Work done on S rvice? N Additional Information: PAYMENT DUE WITH APPLICATION 4( 'Paz& I5 /5i, co I PERMIT# Address: Switches Outlets GFI's f 4N Surface Sconces 1.(3,00K o H H's UC Lts Fridge HW Fans Mini Fr. WAD Panel Pump 'Exhaust Oven Sump Heat'er Trh0mr Smokes DW Generator Salt I Gen.p, 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 s Am Ha.ve 7�6lJsecl P Sub Amps Have(•��- sed276-) Comments 0 0) n VV 'SD � y, �w L�C. Z� ock+t-(A6 ?a GF:r 3 �jwtol�(e5 .3 co/s�►�o r wqs lie r l oJ`�vt CDo kop J .. r� ' .4 , SURVEY OF PROPERTY SFWATE I FECONIC 15R,251 TOWNOFSOUTHOLD MafN ROAD SUFFOLK COUNTY.NY TAX MAPNO:1000.086,CC-04:00.00'010 LOT AREA:127340 38 5.9-Q 923 ACRF.51 ! DATESURVEYEO:APRIL 15.2022 i -'LLVAr.C"SREFERTON VrAAJ ' v LDrfAVCRAGE 61449F o 64ti 4'Is In } Q. R7 w Z '9Ga(C'Is+r vi atlfA+ ril mZ filG►IT OF .'ihY- M31 S66'00'00"W O-1 0 '� � 3 I F C•'' Nil � t E7 i t•( i LAND IV/F 40090 a NIRI)EL ANDOMS 1 N66100'00"E 2lIaZI S. ♦w;+.�-+ 'y 1 4.4 In O O L"cl wr ua].R.SI]T DDaw4cR 1 �e I }' N 1 S{rz, - > 1 «urn_ S: 'll SL D } L1 z 6 tl- 7f� :000 n u O z � > i > 1[ Laml 7Ilk r 1 ,N •C l.i��• .\, •Y W40 WF RAp1EL RUSNFORTH %VRRELL z F.1♦�a��n�..�. 1 Ia r,,. z } Q 1 ,I 'f•s.;i - .nTr,. a,n.[.er. .aecrrR•+��aaa,c. w, 9' r .wr i LAN7 N/I CU -ghomM ►ANILV :Cl I IR4CYOGOLL TRJlT N i0 or �. 3m :ii o.ss y ,�WIEL a EL:WRA SILVIA BEAM LAND N/jp OF VALO PATES FItZ NO.p33' LDf 7 ;NC)!'SURV,EYi!3GPLLC a� ND tlRV YIN LAI--NING d Cd�l�iANi�'OJtD�CYKeFYllAL1�Mfi;tTdD'-- .-.iPHo1a�;B814BiiQ,a@T3:. _- ,�.:e9i�a;A:+c2.favcr"rc:iuK�L+i'i' aa A M P Arch i t e ct u re Address:10200 Main Road.Unit 3A.Mattituck NY 11052 Phone:(631)603-9092 Design + Build r � � IN February 12, 2024 i f FEB 1 3 2024 T0:Southold Building Department 54375 NY-25,Southold, NY 11971 Krestin Property: 790 Indian Neck Lane, Peconic, NY 11958 SCTM#1000-086-4.00-1.010 To Tracey Dwyer, The attached plans have been revised as per the comment received to provide additional information and details of the basement changes to legalizing the existing conditions. Please feel free to contact our office if you have any further questions. Thank you, Anthony Portillo, RA, LEED AP Principal AMP Architecture, PLLC Page 1 of 1 AMP Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build March 13, 2024 TO:Southold Building Department 54375 NY-25,Southold, NY 11971 Krestin Property: 790 Indian Neck Lane, Peconic, NY 11958 SCTM#1000-086-4.00-1.010 To Tracey Dwyer, The attached plans have been revised to show the change of window type B to window type F to facilitate egress at the bedroom on the 2"d floor. Revised pages include the following: A-105—Updated Window Schedule A-106—Updated Window Schedule and Updated Window Tag A-201—Updated Window Tag on Elevation. Please feel free to contact our office if you have any further questions. Thank you, Anthony Portillo, RA, LEED AP Principal AMP Architecture, PLLC Zry` 1 3 s. M AA -0. Page 1 of 1 AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build August 27, 2024 E C E 0 W V�I TO:Southold Building Department 54375 NY-25, Peconic, NY 11971 a SEP — 6 2024 Krestin Residence:790 Indian Neck Lane,Southold, NY 11958 Suf1 ing Dppartmpnt SCTM#1000-86-4-1.01 4"''n of Southold Nancy Meyer, The Homeowner David Krestin, provided to our office his Uniform Residential Appraisal Report and Home inspection report which took place in Tax Year 2014 when the Home Owner was under contract to purchase the home. Based on these reports there is both a clear written description and photographic documentation that the basement had the interior walls,floors, and ceiling finished prior to the homeowner taking possession of the property in 2014. Please feel free to contact our office if you have any further questions. Thank you, Anthony Portillo, RA, LEED AP Principal I AMP Architecture, PLLC ` Page i of 1 WIN'. NOME INSPECTION 1 r,ti Jar -ti(g/P'is AIL/, . Prepared For: David Krestin , Property' 790 Indian Neck La Address:. Peconic,`NY 11958 Inspector: Victor Cornelius Company: Brookhaven Home Inspections,.LLC dba WIN Home Inspection East End (631)'369-4402 homeinspector@optonline.net Services Included in this Report:. Standard Home Inspection caA CETTM oMMM 121008 IN- ,ECTION Table of Contents Not a Warranty/Explanation of Terms Standard Home Inspection 2 Summary Report(s) 3 Inspection,Photos :�.,.. 4 Standard Home Inspection Details 5 Structure Perimeter Exterior 5 Exterior Structure 6 Main Entry Door 7 , Other Ext. Entry Doors 7 Site Concrete and Paving 8 Patios/Decking/Porches 8 Detached Garage 9 . " Roof '.:.r .., _ . ._.__� Y_�_ti��. .. _.._..,,,10.. .._, Utility Services<, 11 Structure .�13;:,': Electrical Service'. Heating System 1"5 Water Heater ' Plumbing Air Conditioning18 - • . _ .:. ,' Attic Kitchen(s) Utility Basement 20 � _ .a� Laundry Area 21" Fire Place/Wood Stove 22 People Involved in Inspection 23 Re-inspection Terms and Agreement _ 24 Third Party Agreemenf "`� , 25 c . Work 0rder.Terms_and Agreement. ._ ;.�: 26,..,.., w'N' Standard Home Inspection Details HOME INSPECTION (Italicized comments also appear in summary•.reports) 7. Cook top, Burners/Elements: Functional The elements were operated as a on and off command.The inspector did not allow the unit to fully heat up as this is out of the scope of a home inspection. 8. Controls: Functional 9. Built-in Microwave Operational: _ Yes In the guest house: 10.-Oven: Electric . 11.Oven Operational:. .. Yes. The oven,was checked for on/off operation only.This is not a guarantee the oven will respond to set temperatures.,.. f k . 12.Oven Appearance/Condition: Functional- 13.Counter.To `aa r Satisfactory 14. Lighting: Functional 15.Woodwork Finishes: Satisfactory - 16. DrawerslDoors: Functional 17. Dishwasher: Yes There is a dishwasher. Evaluation of the dishwasher operation was not performed.A spot run was done and appears to be functioning properly. A Utility Basement 1.Access Location: :a r;`' •� Main entry/hall and Bilco doors from1he exterior.These exterior doors should be painted to protect from the elements of weather. 2.Access (Stairs): Satisfactory s 9 3.Lighting: Satisfactory 4.Living Area: - Yes --- -- _ _---- - jhe basement has been finished.The walls,flooring and ceiling make it impossible at this time to inspect cilenVSde:David Krestin 790 Indian Neck La Peconlc,NY 11958 workorder#14895963 Brookhaven Nome Inspections.LLC dba WIN Home Inspection East End-(631)369-4402 WlNspect 14.0.3.1 0 2014 VON Home Inspection 021009 Page 20 WIN Standard Home Inspection Details HOME INSPECTION (Italicized comments also appear in summary reports) the,foundation. The interior structure of the basement appears to be satisfactory and functional. 5..FloorMalls: Satisfactory 'fhe lower level area is finished 'therefore it is nof'possible to observe t' a basement walls in`the finished area for possible cracks or moisture entry,-Likewise,the'fioor is covered with carpeting and structural floor joist members in the finished area and could not be observed. There were stored items in the basement that limited the inspector's ability to inspect all areas. Stored items can hinder the inspector's ability to identify existing issues in this area.The inspector would recommend that the area be re-inspected'once `the stored items are removed. S.Cracks'1/V Separation: `Unaccessable Title basement asy ee finis a Ia thba'se 'ment walls were.not visible for ins ectio, 7.Moisture/Dampness: d. Attention ►n the-basement office under the window at the base of the floor two feet of the paneling was replaced This may have.been from a past leak Recommend questioning the home owner about this. Correcting the grading, installing window wells, removing vegetation next to the foundation, redirecting any/all'.' sprinklers away from the structure,,and Jhstalling,splash,blocks at the downspouts willlhelpr in.this area. _,..Monitoring this area during a-heavy rainfall-periods is recommended. _..> r 9' Eicposed Ducts/Piping: - !: t'.Satisfactory; ., r_ 9.Ventilation: Satisfactory ,tt 4. d ii.' fa 1Ci .. •;S's°XI e' `.n,' ',t''i;,) ..�l S�'i•'•' L e+;:r.::J:w}Q l yri�.,: {; fti is recommended that thebasement windows'be opened penodica``lly to allow for ventilation 10.Odor: I1` No 11 Evidence of Insects:_ No , I°I A visual inspection has revealed no evidence of insect activity in the basement. The inspector recommends inspecting the basement on a regular basis for active presence as a preventive maintenance measure.This report is indicative of the condition on the date of the inspection only, and is not to be construed as a guatantdi 'against latent;"con'cealed.�'or future'infestations or'defects:-lt should be7noted that some amount of hidden damage to the structure may exist and damage may be discovered during periods of remodeling and/or removal of materials which were in place at the time of the ` inspection. See Termite Report which is part of the clients report. 12.Utilities: Other Utilities in the basement include the boiler,water heater, air handler,electrical panels,well equipment and the oil storage tank. Laundry Area 1.Location: Hall closet CBwWSt -.David Kmstin 790 Indian Neck La Peconic,NY 11958 Workorderf 14895963 Brookhaven Horne inspections,LLC dba WIN Home Inspection East End (631)369.4402 VNNsped 14.0.&1 02014 WIN Home Inspection , 021009 Page 21 . DAVID KRESTIN 305 W 86TH ST Order ID: 18766749 NEW YORK, NY 10024 j.. AM Aria y^C . i-` Here is a copy of the Appraisal-report on your property. This Appraisal report was prepared in connection with your home loan application to-Chase. p It contains important information about your property that will be considered in making a final decision on your home loan application and is subject to review and approval by Chase. You may receive additional copies of this appraisal with ammendments or copies of additional appraisals on this property. Chase is committed to maintaining appraiser independence and preventing attempts to influence appraisers in the preparation of appraisal reports. IF YOU BELIEVE THAT ANY PERSON HAS ATTEMPTED TO INFLUENCE THE APPRAISER IN THE PREPARATION OF THE APPRAISAL OF YOUR PROPERTY, PLEASE CONTACT CHASE MORTGAGE SUPPORT BY CALLING 1-866-766-2165 Option "0" RJB APPRAISALS Uniform Residential Appraisal Report File No 18766749 , The purnose of this summary appraisal report is to provide the lendedclienl with an accurate,and ade mely supported,opinion of the market value of the subject P222rnL Property Address 790INDIAN NECK LANE City PECONIC Slate NY Zip Code 11958 Borrower KRESTIN.DAVID S Owner of Public Record ROSEN CARLA County SUFFOLK Legal Description DISTRICT 1000 SECTION86 BLOCK 4 LOT 1.010 Assessor's Parcel 0 10000860OD400001010 Tax Year 2014 R.E.Taxes S 11.776 Nor ntxxhood Name PECONIC Ma Reference DELORME Census Tract 1700.02 Owner Tenant Vacant S r!al Assessments S 0 PUD HOA S 0 err month Pro RightsA raised Fee Sim to Leasehold Other descnbe Asa nmemT,pe LXPurchase Transaction Refinance Transaction Other describe LenderlCtient JP MORGAN CHASE BANK NA Address 349 FIFTH AVENUE 5TH FLOOR,NEW YORK,NY 10016 is the sub'en currently offered for sale or has it been offered for sale in the twelve months a prior to the effective dale of this aisal7 wyes No Repot data source(s)used,offering price(s),and date(s). DOM 106:MLSLI4 2680680,f 1355.000.S1250.000.0 610 4 2 014,08/012014 I Wdid U did not analyze the contract for sale for the sugect purchase transaction.Explain the results of the analysis of the contract for sale or why the analysis was not perforated. Arms length sale:THE CONTRACT OF SALE APPEARS TO BE A STANDARD CONTRACT,THE APPRAISER IS NOT AN ATTORNEY NOR HAS ANY SPECIAL TRAINING IN REAL Estate sale CONTRACTS AND OR REAL Estate sale CONTRACT LAW,CONTRACT OF SALE STATES ALL PERSONAL PROPERTY EXCLUDED. Covact Price S 1,12500 Date of Contract 09MO14 is the property seller the owner of public record? Yes No Data Se s COMPS INC Is there any financial assistance.Coon charges,sale concessions,gift or downpaymem assistance,etc.)to be paid by any party on behalf of the tlorroweR Yes No If Yes,report the total dollar amount and describe lhe items tobepaid. 50':No financial assistance provided. Note:Race and the rectal composition ofthe net hborlawd are iota raisal rnctors. Neighbdrhocd Lharectxiscicv . _....:� ��,.�._. ..�-:,:3i r,.. -..-=:Oita-UnitHoiisingTrends,,: _ :'�.-.,.:.'-.'-One;UbitHausmg�'r`_. _.:�Prnden[LandUx.A,:..:. Location QUrban Sutmrban Rldal Pm VaAnes Increasin Stable DecliningPRICE AGE One-Una 70% Su�-U Omr7S% 25•T5% Undelr25% Demandf5u Sherta In Balance I j Over Supply f 000 -2.4 Unit % C.-,h LjRapid W Stable I jSlow Atarketi Time Under3mths IX13.6mths I lOver6rmhs 450 Low 0 Multi"Fami' % Nelghbomood Boundaries NORTH OF THE PECONIC BAY FAST OF SKUNK LANE SOUTH OF THE PECONIC BAY AND 3 500 High 200 Commercial 10% WEST OF CHAPEL LANE 650 Pred. 25 Other FARM 20% Neighborhood Desnip i THE SUBJECTS NEIGHBORHOOD IS BUILT UP WITH VARIOUS AGE AND STYLE SINGLE FAMILY DWELLINGS WHICH ARE MAINTAINED IN AVERAGE TO GOOD CONDITION.THIS AREA ENJOYS EASY ACCESS TO ALL NECESSARY SUPPORTING FACILITIES SUCH AS SHOPPING,SCHOOLS.PUBLIC TRANSPORTATION.AND EMPLOYMENT CENTERS. Mame1 Carndfiorts Cni din s*pon forthe above mlctusimW See Attached Addendum D'creraions SUBJECT TO SURVEY Area Z92 ac Shape RECTANGULAR View N;Res• SoecdcC maGassT -0 o Z F Zoah race Leeat G d No Zoning Illegal(describe) ' is the highest and Lest use of the soled property as ati m (or as proposed per plans and specification)the present use? Yes No If Np,des&0e. r I(( �x-•��W lz utilities Public COW(descroe Public Other describe Orr-site lm rovements—T Public Private 1i:l_; Elr no X Water WELL WATER Street MACADAM c� u Gas NONE Sanitary Sewer X CESSPOOLS Ailey NONENOTED Li Li FEMA Saran Food 14azNd Area Yes LKJNo FE1.tA Flood Zane X FEMA Ma d 36103C-0162H FEMA Map Date 09252009 Are the u tties and off-see irmmaemtscs rmh:2f for the marka area? 1XJYes DNo If No.des . Are there any adverse sae mnrt`Jtxn of external fa:ors(easefrlents,encroachments;environmental conditions,land uses,etc.)? UYes LONo 1r Yes,describe PROPERTY HAS CESSPOOLS AND WELL WATER WHICH ARE COMMON FOR THE NEIGHBORHOOD AND DOES NOTADVERSELY AFFECT IPS MARKETABILTY.NO PUBLIC SEWERS ARE NOTED IN THE W RNET AREA. CXTERIORAESCRIPTION,.maienalslcond"dion`iNTERIDR GFIIERALCESCR;.P110'l•�---�-= �• _'" .FOUNDATION _ `mmFriSisrc6ldaiom Units. X One One wain Urc1 Comele Stab LjCrawlSpace, Foundation Walls P CONCRETEIAVG Floors HDWDICPTICERIGD lofStories 2 FXI Fm78asemem Partial Basement Exterior Walls CEDAR/GD Walls DRYWALUGD Tvpe M Da. Ali SDeJFld Una Basement Area 2090 sq.ft. Roof Surface ASPHALT SHGIAVG TrimlFinish WOODIGD X ExrA Proposed uaderCo emc-t+st Bas Firfm 60% Gutters 6 Downspouts ALUMINIUAUAVG Bath Floor CERAMIC TILE(GO Desio•t(Snle)CON iEMP OnsideEnovExA Sum Punt WmdawTypo DOUBLE HGIGO Both Wainscot CERNINYUGD Year Surt1983 Evidenceof infestation SlamSashAnsulated THERMALWNDSIGD Car Storage None Effective Arta Mirs16 noamoness j I Settlement Screens YESIAVG LXjDrivewaj r of Cars 4 Anic JUNone F!eati FWA HN/BB Radant Amenates WoodStoves 40 Drive ay Surface ASPHALT DruD Stair stairs Omer Fuel OIL X Fue ac s)1 1 X Fence WO X Gara e" t of Cars 3 Floor X Sande Cool X Cenvat Ax Corditionin X PauofDeck WD Porch WD Car rt 4 of Cals 0 Fr isned Heated Individual Od1er X Pool HT INGRD Other NONE Alt x Del. Bl II-in Apafwnces x Re!ri----- RameJOven X Disbviashet Dis osal Minowave WasberfDr r Other describe WINE COOLER Fuushed area above made corodw 9 Rooms 4 Bedrooms 3.0 Baths 2,830 Square Feet of Gross Living Area Above Grade Addwnal features(special ertergy efficient items,etc). THERrAALS WINDOWS.HOT WATER HEATER IGS,ALARM SYSTEM,CAV,CEILING FANS GENERATOR,JACUZZI, CABANA WITH BATH Describe the condition of the property(mckdng needed repairs,deterioration,renovations,remodeling,etc.). C3;Kitdlon u ated•six to ten years a o;Bathroorns•u ated-six to ten years a o:SUBJECT IS CONSIDERED TO BE IN GOOD CONDITION.THE KITCHEN AND BATHROOMS ARE MODERN AND IN GOOD CONDITION.OIL TANK IS LOCATED THE BASEIAENT.NO LEAKAGE OR SEEPAGE NOTED. Ate there arty phys'sal deficiencies or adverse conditions that affect the livability,soundness,or stnrttaal Integrity of the ppopeny7 UYes W No It Yes,describe. Dorn unapiopmy generaey coreorm to theneig!iborhood(functional toility,style,condition,use,COASIM dal,Mc.)7 WYcm ONo if No,describe. F—14..Fun A)UaAm UADV.—T2911 F—ML r'—=AS4rn Ua5 P-104 t In:L1p ILttAI1 RJB APPRAISALS Uniform Residential Appraisal Report Fle No. 18766749 There are 0 com ratite properties Currently offered for sale in(be subject nei hborhood ranging in price from S 0 to S 0 There are 5 comparable sales in the sub eci ne"hboihood whin the asl twelve months ranging in sale ice from S 500.000 to S 2.000.000 _ FEATURE SUBJECT COMPARABLE SALE NO.1 COMPARABLE SALE NO.2 COMPARABLE SALENO.3 790 INDIAN NECK LANE 1650INDIAN NECK LANE 275 BALDWIN PLACE 2040 CALVES NECK ROAD Address PECONIC,NY 11958 PECONIC NY 1795E CUTCHOGUE.NY 11935 SOUTHOLD,NY 119T7 Pro::m to Su Oct - 0.16 miles SE 1-36 miles SW 266 Was NE Sale Price 5 1,125,000 As 989,000 ,..Jw;_ _:'� s 905.000 t..••:_..,.a-:=--: s 1,250A00 Sale Primrross Liv.Area S 397,53 s It S 329,67 s fl .�-:i S 335,19 sq.R z,.<'. S 446.3 Data Sources MLSLI 1;2536104;DOM 198 MLSLI 4'1181194 DOM 13 MLSLI X2677384•DOM 33 Verification Sources) x,- — ASSESSORS OFFICE' ASSESSORS RECORDS ASSESSORS OFFICE VALUE ADJUSTMENTS DESCRIPTION - DESCRIPTION .•s .DESCRIPTION ..Is —i DESCRIPTION S -srm Sale or Financing ArmLth Arml.th ArmLth Cdrtcessto. UNK:O Cdnv;O Cash'0 Date ofSale/rime e, - _ _ _%'s09114;c07113 s03t14:e11113 s08114:07113 Locate^ N;Res: N,Res; N:Res; N:Res; Leaseholdiree Simple FEE SIMPLE FEE SIMPLE FEE SIMPLE FEE SIMPLE Site 2.92 are 39640 sf 87,500 2.00 ac 40.000 40075 sf 87.000 View N:Res; N:Res; N:Res; N:Res; Dep^ e OT2 CONTEMP DT2;COLONIAL 0 DT2;COLONIAL 0 DT2;COLONIAL 0 Ouat of Coastn an Q3 Q3 03 02 -62,506 Actual Age 28 12 0 19 0 14 0 Cormion C3 C3 C3 C2 •62500 Above Grade Taol Ba.. B.sfs Tool BCm Bets Trot eentL Barns Taul admn Brft Room Count 9 4 3.0 8 4 21 10,000 8 1 4 1 2.1 10.000 9 4 21 10,000 GrosSLa� Area 75 ZAM sq,k 3 DW sq.IL •13,000 . . 2,700 sq,IL 10 000 2,800 sq.It 0 Baw- om&Finshed 2090s110455fwu 1500sf0sfwo 6,500 15000sfn 6.500 1500sfOsfwu 6.500 Rooms BeWwGrade 1r,0br0.0ba0o 2000. 2,000 2.000 FurmiartalU AVERAGE AVERAGE AVERAGE AVERAGE ADEC;CAC ADEQtCAC ADEOICAC ADEQICAC E Etfaem hems THERMAL 1WND5 THERMAL WNDS THERMAL WNDS THERMAL WNDS 3od4dw 2ga4dw 0 2 0 2gd4dw 0 Par-WPato'Deck DEC)OPORCH DECKIPORCH DECKIPATIO 0 DECKIPORCH FIREPLACE FIREPLACE FIREPLACE FIREPLACE FIREPLACE POOL HT VINYL INC-RD PL NONE NOTED 20.000 HT VINYL INGRD PL GUNITE POOL -10.000 OTHER CABANA-.,ATH ATTLNiNGBATH 0 NONE NOTED - 25.000 NONE NOTED 25.000 NaSAdasmem X r S 113,0D0 • S 93.500 77. S 4500 Adprsed Sale Prim Netts, 11.4%, NetAitj::,_ 10.3% _ NetAdj, -0.4% dCanoaabxs I:• CimAd. 75.1% S 1102000 Gross 10.3% $ -998.500 Gross 212% S 1245500 t Wdid U did not resean:n the save or n&er hivory of the subject property and comparable sales.Wool,explain ..- . research I Idid IX I dd rot reerJ am orior sales or aansfers or the subiett Property forthe three years prior to the effective date of this appraisal. Data saacefs) COMPS INC Vi researut dd W did not reveal say br'or saves or transfers d the comparable sales for the year prior to the date of sale of the comparable sale. Data swrcefs COMPS INC Realm the rests of the research and a nahirsis of ure coor sale or traMfer h' clone sub'ecl o .and cc able sales(report additional orior sales niiarieM. ' ITEM SUBJECT COMPARABLE SALE NO.1 t COMPARABLE SALE NO.2 COMPARABLE SALE NO.3 , Dare of Prior SaterTranster Price Of Prior Sal-JTransra Data Source(s) COMPS INC COMPS INC COMPS INC COMPS INC Ef erive Dae of Data Somcels) 09.262014 09262014 092612014 09262014 Analysis of prior sale or transfer hstary of the sutrect property and comparable sales NIA Summary d Sale5 Comparison Approach. EACH COMPARABLE SALE UTILIZED IN THE SALES COMPARISON APPROACH TO VALUE HAS BEEN ANALYZED FOR DIFFERENCES " AND SIMILARITIES BETWEEN R A14D THE SUBJECT PROPERtt.THE APPRAISER HAS BASED THE ANALYSIS AND ANY ADJUSTMENTS TO THE COMPARABLE SALES ON j THE MARKET DATA FOR THE DEFINED NEIGHBORHOOD AND FOR COMPETING LOCATIONS.EVERY EFFORT HAS BEEN MADE TO SELECT THE COMPARABLE WHICH PROPERLY BRACKETS THE SUBJECT IN TERMS OF VALUE.GROSS LIVING AREA PRICEIGLA AND OTHER PERTINENT FEATURES AS NOTED IN THE SALES GRID.PLEASE SEE ADDENDUM PAGES.PLEASE NOTE ADDITIONAL COMPARABLE PAGES. Indicated Value by Saies Comparison An oarh S 1,125.000 IndmatedVisluelain SalesComparisonApproachlil,M,000 Cost Approach Ifdevelo ed s 1209.300 incia—A roach(ifdevelo ped)S0 See Ahacned Addendum Thus spprd"is made k tas is,' U subject to completion per plans and specifications on the basis of a hypothetical condition that the improvements have been completed, ❑sltjEci to Isle foltoxmg repairs or alterations on the basis d a hypothetical cond'nidn that the repairs of alteratiolts have been completed.or ❑subject to the following required 4Yr . Inspecm based on the eirrdotdnary assumption dust Ifta conda on or deficiency does not require alteration or repair. • Based an a complete visual Inspection of the interior and anterior areas of the subject property,defined scope of work,statement of assumptions and limiting conditioro,and appraiser's certification,my(our)opinion of the market-W.,.ea defined,of the real properly that Is the subject of this re part Is s I,125.000 .,of 0926M14 ,which isthedatedim Ilanand theal/setter dais of lhisa sisal. fmtr!M f,rm NLtrn nab Ve vxm.3Tb1/ rlvlaw WeA;l vlcrcaet:l allJaae ao.0 vrn fare,aln firm iqN 6tN<n 2Ce5 Peg,1 d 6 !Ec.,ette0+:,Ian 1 Appraisals R16APPRAISALS Uniform Residential Appraisal Report FJa Nb 18TF,49 + A -------------------- ." I TO VALUE ridf edb Fannie vat Y. Provi�a idomtatat for Me Iendethibra m I e below cost F es and cakulatians. SrgpartForme°P'°an°Isae'a1'e�yv'^taryd° ypge y dothe'—hods for esf<matng site value) DUE THE LACK OF VACANT LAND SALES AVAILABLE,RWAS NECESSARY TO UTILIZE THE ABSTRACTION METHOD TO ESTIMATE THE LAND VALUE IT IS COMMON FOR THE LAND VALUE TO EXCEED THE RECOMMENDED FNMA GUIDELINE DUE TO THE LACK OF AV kIABLE BUILDING LOTS IN THIS MARKET AREA, ESTIMATED REPRODUCTIONOR REPLACEVENTC051"NEW OPINION OF SITE VALUE................. } . Sotsce d=data LOCAL BUILDERS ........................S' 550,DD0 Dwelling' mm fnim cost service AAA EHecove dared cos data 004 014 BsmL 2090 S.FL'®S Commerns oncost ( m area calculations.deaectatian,erc AMENITIES 55.M......:....•f. ...950 SEE SKETCH ADDENDUM FOR THE GROSS LMNG CALCULATIONS, Gera eJCa rt 1,125 S.FL®S 55.00............$ 61,86 Total Estimate 0Cost-New f 6T6325 ...:. THE SUBJECTS LAND TO VALUE RATIO IS 48%, Less as 'cal Fwctlonal Extemal ..:... DUE TO THE LACK OF MORE AVAILABLE VACANT Do ciation $52.025 S 52,025 LOTS.THIS LAND TO VALUE recialed Cosl of Im menu.............. .$ 624.300 T10T RKEONTOTHEAREAANDGENERAhLYWOULDNOTADVERSELY 'Asis'Valueof5ilelm ovements.................................$ 35000 AFFECT MARKETABILITY. ' Est<mated{Lecnai Econornc Life(HUD and VAon 60 Years INDICATED VALUE BY. . ..�- f 1209--..' — 1NCOMEAPPROACHJOVALUE. of __ulreCb:FanNeMae r,+`.•r. - „� .300 Evana:ed rmyyClartet Rem f ._..0 X Gross ReN Muti ief 0 .f 0 Indicated Value Inca noA roach 0ha7 of ttKoioe Aplrpacll Q"ci,dr9 srgtpm b manes rent and GRM) t -" --" PROJEOTINFORMATION FORPUgs lie'licebte'r _ _ t;r t Is,the deve Nramer n taarot dthe Homeowiers Association IHOA T )No Una 1 s) Delached Ravtde the ratio 'jnformationfam ONLY it trte deveto lbuikaris in rmtuol dthe HOA andthe su6ed Anached Inamed is an attached dwaVj unit. I Taal mm w of pn3smTotal rhnr ba d was To!aInumb&ofam4sreraed Total amber durtilssad Total n mbef of unas for sale Data sauce s Was the proiectaea ed the conversion d®n ecisti bulk s Wait PU07 Yes D3es curtain a No Il Yes,dalo of conversion. w�tsT Yes No Data saxce(s Are the was,conr twtr efemer K ark reaeawn lacAtles torn pieta) Yes LJND Il No,dawibe dta status d complaion, Are the commcrt siemens teased ID or by the Horhe"ners'Associal"" Yes No If Yes,describe Ilse rental terms ark optic Dascn�wmmw eJrsnems and recreational lacdaies_ i i+m,rds tmamwvimas lNd Vr-5u+97at1 ' r'aA]�a Fare Mu+Fmn!001 b!rrn ZaCS teW-aSeAp of ta(,t 7 M AaPUSMS Uniform Residential Appraisal Report Relvo. Ie76M9 This report form is designed to report an appraisal of a one-unit properly or a one-unit properly with an accessory unit;including a unit in a planned unit development(PUD). This report form is not designed to report an appraisal of a manufactured home or a unit ' ` in a condominium or cooperative project. f! This appraisal report is subject to the following scope of work,intended use,intended user,definition of market value,statement of assumptions and limiting conditions,and certifications. Modifications,additions,or deletions to the intended use,intended user, definition of market value,or assumptions and limiting conditions are not permitted. The appraiser may expand the scope of work to include any additional research or analysis necessary based on the complexity of this appraisal assignment. Modifications or deletions to the certifications are also not permitted. However,additional certifications that do not constitute material alterations to this appraisal report,such as those required by law or those related to the appraiser's continuing education or membership in an appraisal organization,are permitted. ' SCOPE OF WORK: The scope of work for this appraisal is defined by the complexity of this appraisal assignment and the reporting requirements of this appraisal report form,including the following definition of market value,statement of assumptions i f and limiting conditions,and certifications. The appraiser must,at a minimum:(1)perform a complete visual inspection of the i interior and exterior areas of the subject property,(2)inspect the neighborhood,(3)inspect each of the comparable sales from at least the street,(4)research,verify,and analyze data from reliable public and/or private sources,and(5)report his or her analysis, opinions,and conclusions in this appraisal report. [ INTENDED USE: The intended use of this appraisal report is for the lender/client to evaluate the properly that is the subject of I this appraisal for a mortgage finance transaction. i INTENDED USER: The intended user of this appraisal report is the lender/cli n t DEFINITION OF MARKET VALUE: The most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale,the buyer and seller,each acting prudently;knowledgeably and assuming the price is 1 not affected by undue stimulus. Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby:(1)buyer and seller are typically motivated;(2)both parties are well informed or well advised,and each acting in what he or she considers his or her own best interest;(3)a reasonable time is allowed for exposure in the open market(4)payment is made in terms of cash in.U.S.dollars or in terms of financial arrangements comparable thereto;and(5)the price represents the normal consideration for the property sold unaffected by special or creative financing or sales concessions*granted by anyone associated with the sale. i 'Adjustments to the comparables must be made for special or,creative financing or sales concessions. No adjustments are necessary for those costs which are normally paid by sellers as a result of tradition or law in a.market area;these costs are readily J identifiable since,the seller pays these costs in virtually all sales transactions. Special or creative financing adjustments can be made to the comparable property by comparisons to financing terms offered by a third party institutional lender that is not already, involved in the property or transaction. Any adjustment should not be calculated on a mechanical dollar for dollar cost of the financing or concession but the dollar amount of any adjustment should approximate the market's reaction to the financing or concessions based on the appraisers judgment. STATEMENT OF ASSUMPTIONS AND LIMITING CONDITIONS: The appraiser's certification inthis report is subject to the following assumptions and limiting conditions: 1. The appraiser will not be responsible for matters of a.legal nature that affect either the property being appraised or the title to it.except for information that he or she became aware of during the research involved in performing this appraisal. The appraiser assumes that the title is good and marketable and will not render any opinions about the title. Z The appraiser has provided a sketch in this appraisal report to show the approximate dimensions of the improvements. The sketch is included only to assist the reader in visualizing the property and understanding the appraiser's determination of its size. 3. The appraiser has examined the available flood maps that are provided by the Federal Emergency Management Agency(or other data sources)and has noted in this appraisal report whether any portion of the subject site is located in an identified Special Flood Hazard Area. Because the appraiser is not a surveyor,he or she makes no guarantees,express or implied,regarding this determination. 4. The appraiser will not give testimony or appear in court because he or she made an appraisal of the property in question, unless specific arrangements to do so have been made beforehand,or as otherwise required by law. 5. The appraiser has noted in this appraisal report any adverse conditions,(such as needed repairs,deterioration,the presence of hazardous wastes,toxic substances,etc.)observed during the Inspection of the subject property or that he or she became aware of during the research involved in performing this appraisal. Unless otherwise stated in this appraisal report,the appraiser has no knowledge of any hidden or unapparent physical deficiencies or adverse conditions of the property(such as,but not limited to, needed repairs,deterioration,the presence of hazardous wastes,toxic substances,adverse environmental conditions,etc.)that would make the properly less valuable,and has assumed that there are no such conditions and makes no guarantees or warranties,express or implied. The appraiser will not be responsible for any such conditions that do exist or for any engineering or testing that might be required to discover whether such conditions exist Because the appraiser is not an expert in the fleld of environmental hazards,this appraisal report must not be considered as an environmental assessment of the property, l 6. The appraiser has based his or her appraisal report and valuation conclusion for an appraisal that Is subject to satisfactory completion,repairs,or alterations on the assumption that the completion,repairs,or alterations of the subject property will be performed in a professional manner. i r—n.F—M 11c M U<b Ve—Y.,Otl F.. U.F—tuw a."vn Pip 4 W 6 iQ.�rSUTO qU Oi l r: RJB APPRAISALS 'Uniform Residential Appraisal Report P16Nm IUW49 F23. 1 am aware that any disclosure or distribution of this appraisal report by me or the lender/client may be subject to certain laws regulations. Further,I am also subject to the provisions of the Uniform Standards of Professional Appraisal Practice that Pertain to disclosure or distribution by me. The borrower,another lender at the request of the borrower,the mortgagee or its successors and assigns,mortgage insurers, emment sponsored enterprises,,and other secondary market participants may rely on this appraisal report as part of any mortgage finance transaction that involves any one or more of these parties. 24. If this appraisal report was transmitted as an'electronic record"containing my'electronic signature;as those terms are defined in applicable federal and/or state laws(excluding audio and video recordings),or a facsimile transmission of this appraisal report containing a copy or representation of my signature,the appraisal report shall be as effective,enforceable and valid as if a paper version of this appraisal report were delivered:containing my original hand written signature. 1 25. Any intentional or negligent misrepresentation(s)contained in this appraisal report may result in civil liability and/or criminal Penalties including,but not limited to,fine or imprisonment or both under the provisions of Title 1.8,United States Code,Section 1001,etseq.,or similar state laws. SUPERVISORY APPRAISER'S CERTIFICATION: The Supervisory Appraiser certifies and agrees that: 1_ 1 directly supervised the appraiser for this appraisal assignment,have read the appraisal report,and agree with the appraiser's analysis,opinions,statements,conclusions,and the appraiser's certification. 2. 1 accept full responsibility for the contents of this appraisal report including,but not limited to,the appraiser's analysis, opinions,statements,conclusions.and the appraiser's certification. 3. The appraiser identified in this appraisal report is either a sub-contractor or an employee of the supervisory appraiser(or the appraisal firm),is qualified to perform this appraisal,and is acceptable to perform this appraisal under the applicable state'law- 4. This appraisal report complies with the Uniform Standards of Professional Appraisal Practice that were adopted and promulgated by the Appraisal Standards Board of The Appraisal Foundation and that were in place at the time this appraisal report was prepared- S. If this appraisal report was transmitted as an"electronic record',containing my electronic signature,'as those terms are defined in applicable federal and/or state laws(excluding audio and video recordings),or a facsimile transmission of this appraisal q report containing a copy or representation of my signature,the appraisal report shall be aseffective,enforceable and validd a as s if a paper version of this appraisal report were delivered containing my original hand written signature. SUPERVISORY APPRAISER(ONLY IF REQUIRED) APPRAISER Signature Signature Name Name RONALD SACK Company Name Company Name RJBAPPRAISALS Company Address Company Address 8t BELLOWS TERRACE NAMPTON eAyS.NY 11946 Telephone Number Telephone Number Sirrr29 89C2 Email Address Email Address RJaIACK PTONLINE.NET Date of Signature Date of Signature and Repoli D9f1T2Dt4 State Certification# Effective Date of Appraisal osrtrvzot4 or State License# State Certification#4s00002ao39 State or State License# Style# Expiration Date of Certification or License or other(describe) — State it Expiration Date of Certification or License e5rosrzote SUBJECT PROPERTY ADDRESS OF PROPERTY APPRAISED Did not inspect subject property r9D INDIAN NECK LANE O Did inspect exterior of subject property from street PECONIC.NY 11958 Date of Inspection APPRAISED VALUE OF SUBJECT PROPERTY$t ❑Did inspect interior and exterior of subject property t25 one Date of Inspection LENDER/CLIENT COMPARABLE SALES Name SERVICEUNK ❑Did not Inspect exterior of cumparable sales from street _ Company Nan J7 MORGAN CHASE BANK.NA []Did Inspect exterior of comDareble sales from street Company Address 94B UM AVENUE'6TN RooR Date of Inspection ...., NEW YORK,NY VOIS Email Address /aticun{an10W6Ln 1K WJl Ysvn 7,^ill NULW,",yAG�90�74 tltrl�<uaL wa aa.rsuo+.mm� r„�u.,r�Aro urm tun AppraiaelY RUB APPRAISALS Uniform Residential Appraisal Report Fie No, 18761749 FEATURE SUBJECT COMPARABLE SALE NO.4 COMPARABLE SALE NO.5 COMPARABLE SALE NO.6 7901NDU5NNECK LANE 3470 NORTH BAYVIEW ROAD 550 STIRLING WOODS LANE Address PECONIC NY 11958 SOUTHOLD,NY 11971 SOUTHOLD NY 11971 i Proxlm to Sub 'z .64-1-NE 12.781mfesNE Sale Price S 1.125 000 - S 925.000 =;f: S 1450 000 S i SapPrtad0ossUv.Area S 39753 IL S 243,42 .ft. S 414.29 ft f" aft x v Data Saace s MLSLI i12572307•DOM 174 MLSLI 82536104;DOM 198 Venrication Sorts �`�.::�.1:. __ -- �.,-; ASSESSORS OFFICE _ _ ASSESSORS OFFICE. VALUE ADJUSTMENTS DESCRIPTION DESCRIPTION .I.1s DESCRIPTION S DESCRIPTION Sate or Financing �•'�ArmLth MnL das N Concessio rs CBsh;O ConrO DareclSale/T'm1e _'e.:..;_-s ,. ;; s11/13:c09113 s06113'c05/13 Location N:: N'Res• N Res' Leasehold/Fee Simple LFEE SIMPLE FEE SIMPLE FEE SIMPLE Site 2.92 ac 1.05 ac 81500 9.23 ac -275,000 View N;Res` I N;Res; N;Res• M DT2-CONTEMP I DT2'POST MODERN 0 DT2'POST MODERN 1 0 Qua14Y of Coraouaw 103 103 02 1 .72 500 Acme!Aoe 126 17 0 2 0 Condaah IC3 IC3 C2 1 .72 500 Above Grade Tam a an I raw ama Tw eaxa. awn Tmr eaan axes ' Roan Court 91 ! 1 30 1 8 1 ! 1 4.1 -w000 10 1 1 3,1 1 -10,000 Gross LMIQ Area 751 2830 so.IL 1 3.600 sq.ft -73,ODO 3500 sq.R I -50,500 ft Base nert 6 Faf sRed 20miG45sfwu 2200sI0s6n -1,OOD 1500sf1000s0n 6,500 Rom Below Grade 1n0br0.Uba0o 2000 1n0br0.0ba0o - • Rcazronal Uft AVERAGE AVERAGE IAvFRAGE ADEO/CAC ADEWAC - ADEOICAC L7FmieroRems THERMAL.WNDS THERMAL WINDS . THERMAL WNDS dw 0 2 PUrmPadDeck DECKIPORCH DECKIPATIO 0 PATIOIPORCH 0 FIREPLACE FIREPLACE FIREPLACE FIREPLACE POOL HF VINYL INGRD PL NONE NOTED 20.000'GUNITE POOL 10,000 OTHER CABANk'BATH NONE NOTED 25,000 NONE NOTED - .25000 NeIAdusmeto s 24,500. s 459000 Lx1 a S 0 A*r5mdSalePice NerAdj. 26% NetAdj. $1.7% NetAdj. 0.0% I dCoanaahles - - --d. GrassAS 25.1% S ' 949500 I.Ad. 36.0% S ', MUM Grossm 0.0% s 0 '` fTEM SUBJECT COMPARABLE SALE NO.-4 COMPARABLE SALE NO.5 COMPARABLE SALE NO.6 Data arphi.sawirraasrer' - Pr6aorPnorSalcRramief - - Dam s COMPS INC COMPS INC. COMPS.INC . L7fed-.e Dare of Oats s 0926201! f1 W"14 0926P1014 "" Ssmxnsy or Sales CaMarsmh Approach p, y,yyAl,.wyy w�lH tlRlww,r6am ru.eA.r—rag (nLL.J IitIV 1 I.ws Yc eao A Iix"J:l1g tKU Yerc1, .- 1 File No.: 18766740 Case No.: _ Zip:.11958 w6' i BATH t a ffyy.. T � z Q`.'.; ✓:3:: is r BASEMENT REC ROOM y �,' �•,�.�/may i / / C BEDROOM A M P Arch i to ct u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build October 24, 2024 TO:Southold Building Department 54375 NY-25, Peconic, NY 11971 Krestin Residence: 790 Indian Neck Lane,Southold, NY 11958 SCTM#1000-86-4-1.01 Accompanying this Narrative are revised drawings to clarify the proposed scope of work.All Revisions are clouded with a Delta 2. Revised sheets include the following: G-001.02—Updated Drawing Index A-106.02—Removed door to balcony and replaced with 3 Egress Size Casement windows. Updated Window Schedule and Door Schedule A-202.02—Updated Elevations showing door changed to windows S-103.02—Updated Header at new Tripple Windows Please feel free to contact our office if you have any further questions. Thank you, Anthony Portillo, RA, LEED AP Principal AMP Architecture, PLLC ram..-..�..--.-.......... _-. -. 1 yI OCT 2 9 2024 40 MUMIn I ING DRY 0`1vVi'e'c'?1e1 Page 1 of 1 AMP Architecture Address:mzoo Main Road,Unit 3A.wuttitucxw,11952 Phone:(so1)6oa'anec Design Build | u��|[�� f ��UU� / �- 0 March 11, Z0Z4 ' �kQ ".~` TO: Southold Building Department S437SNY'ZS,Southold, NY2I071 Krestin Property:79U Indian Neck Lane, Peconic,mY119S8 SCTM#100O'OO6-4.00'1.810 To Tracey Dwyer, . The attached plans have been revised as per the comment received to provide an egress well and provide a permanent opening at the existing storage area. Revised pages include the following: A'1U1-Wood Stair and Bi|co Door removed and Existing Storage area door and mmU removed to provide wider permanent opening. A,lOJ-Removal of existing 8i|co Door shown. A,104-Key Note 13 added to convert existing bi|co door into egress.well. A,105-Key Note 1l added for egress well note. Please feel free to contact our office if you have any further questions. Thonkyn4 Anthony Pord|k\ RA, LEEDAP Principal AMP Architecture, PLL[ Ole ` (~ -/ , Page 1of1 / . / A M P Arch i to ct u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build ID-3 72� August 27, 2024 ' I . 10 SEP TO: Southold Building Department 54375 NY-25, Peconic, NY 11971 Krestin Residence: 790 Indian Neck Lane,Southold, NY 11958 SCTM# 1000-86-4-1.01 Accompanying this Narrative are revised drawings to clarify the proposed scope of work. All Revisions are clouded with a Delta 1. Revised sheets include the following: G-001.01—Updated Drawing Index A-101.01—Revised Demo Plan to show the existing stairs at the Bilco Door to remain, A-102.01—Revised Demo Plan to show the existing Bilco Door to remain, A-104.01—Revised Plan to show the existing stairs at the Bilco Door to remain. Key Note 13 updated to clarify that egress stairs at Bilco Door existed prior to code change as an acceptable means of egress and will be accompanied by a Certification Letter from AMP Architecture. A-105.01— Updated Window Schedule and Updated Bilco Door and Key Note#11. A-106.01— Updated Window Schedule and Window tags. A-201.01—Updated Front Elevation showing revised windows and window tags. A-202.01—Updated Elevations showing new roof line on Rear Elevation. S-103.01—New LVL Header at Elevator for new Roof Framing S-104.01—Revised Roof Framing Please feel free to contact our office if you have any further questions. Thank you, Anthony Portillo, RA, LEED AP Principal I AMP Architecture, PLLC Page 1 of 1 L U = -----------------� � • - m /i -c I U '---------------------- --------------j L / I OPEN BELOW / i m F / xE IST. OSED 1 / ELF• N O IIOb SOFT. 1 IILI \ I 1 1 1 I \ MODIFIED \ HALLWAY � I• v `v \\ Iz2a sa.�r. \ i Z wI / I (� MODIFIED` €x� J� MODIFIED �� ; r \ -1 I BEDROOM p BEDROOM I I Sa SOFT. -10 SOFT. ,� l 11! I J� T.9 SOFT. ty� 149.0 POST TO �� I 8'-10" L. POST TO RID6E RID6E h i HG F Z 13ATH l \ G 525 SOFT. 0 \� BEDROOM \� 156.9 SOFT, ry 0 I i i -B"EXIST.GLG. a \ HGT. I I �, - 1 \!PROP. -715 J l 8'-10"GLG.HST. I �/� PROPOSED ;\ ( EXIST.2'x6'G --]I _ PROJECT: I Ili' BATHROOM Ii�' / a 16'O.G. - NEW(2) I 129b W. ,TP U 2'x6'HDR 1 b'-10'GLG.HGT. i3 ,c _- __ g: I• �'PROPOSED I l KR ESTI N --- 1 BATHROOM NEW(2) �• n \I NEW(7) RESIDENCE NEW(z \ 2°xa'NDR y/L I 28xB°.HDR \I.': R&'-HIIR.-- 2'x6'HDR \----Ll J / \ 790 INDIAN NECK LANE PECONIC,NY 11958 DRAWING TITLE: / \ PROPOSED STRUCTURAL PLAN i \ PAGE: I- 1 U ITI r 71 1 F l f 71 f I I I I I LE3 - - L� - -�BJ- - `-C3�Exis�Tl(� xlo°LQJ - - ---fJJ - - - -�-J m IIIII _ '— IIIII + ! U c U \ r — \\\ �. _.•.. .. I -F B EXIST WOOD DECK _ • a —N I I ^' EXIST. C W /; •/ O I HINE CELLAR ! I Q 40SSOFr. I L——————————— PROP.2 xl 'F.J EXIST. a HALF-BATH ! I LL I m 54.7 SOFT. I II ! F I n°p 0I m EXIST, STORAGE I o eU OI r , T33.SOFT. i EXIST. ) L'�j �xro* -�- m I ! I I I I(3-7 IJ—_51XIi m Ftl_F�H MIGROL_AM I ! PROPRp ! xI T_(4I 2 x17 HDR L J O LL� UNHEATED iy• III ! UNFINISHED ! EXIST.MEGH, d e II - I 8-II°GLG.HGT. ! ROOM EXIST EXIST.MEGH. z O - I T6A SOFT. I OOM ry`p ! •• I �. — 1 36.4 SOFT. Ci 2015'AFT. N 5 I.'15XIIbT5 F"&i lirROLAM l I W I n � HD E�q .• I LJ P.2°xl0'F.J ! I O V 0� I \— lu m I EXIST.(4)�'kl2'HDR I LJ r-� / W — E3-- Q ml I I I • I I W � m _ N LL I I I EXIST.BASEMENT p r FINISHED 6 HEATED ' EXIST.O 2'x12°HDR F 912.0 SOFT. li ry O T' L -10"GLG.HG� O - 15T.(II RI ♦i O UP 11rr0 r i t m ryo II I I � PROJECT: ! ! I pJ N m EXIST. I OEXIST. CARPENTRY n STORAGE ROOM i KRESTIN N© 109J SOFT. 345:f SOFT. e'-II°GLG.HGT. ! RESIDENCE � I 790 INDIAN NECK LANE u ! PECONIC,NY 11958 ----------------J DRAWING TITLE: L—————————— PROPOSED STRUCTURAL PLAN I I iv pp \EXIST.WOo'J DECK AgOJE ! r EXIST.(2)2°x10'61R r 71 PAGE:DER 1 r - - - � i APPROVED AS NOTED COMPLY WITH ALL COD CODES NEW YORK STATE&TOWN DA •3-1 y-2 e•P+� Jo REQUIRED AND CONDITIONS OF SRMTMFEE a-3 �ev: St>lIINOIQTOURme AO NOTIFY BUILDING DEPARTMENT AT $ajIIl01,D1OWN1R11STEES 631-765-1802 SAMI TO 4PM FOR THE . FOLLOWING INSPECTIONS: NU10 FOUNDATION-TWO REQUI mwwc FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING INSULATION ELECTRICAL SNAL.CONSTRUCTION MUST INSPECTION REQUIRED BE COMPLETE FOR C-O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEWyORK STATE. NOT RESPONSIBLE FOR Blower door DESIGN OR CONSTRUCTION ERRORS and ductwork testing require& Fire separation required as per NYS Code Must provide Manuals A J and S as per NYS Energy Code TRUSS PLACARDING REQUIRED PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF SOLDER USED IN WATER PURSUANT TO CHAPTER 236 SUPPLY SYSTEM CANNOT OF THE TOWN CODE EXCEED 2/10 OF 1% LEAD. 79- AS per 2020 NYS Rmider1}iu,l Codes R 3AI . I PLUMBING private I t-50,mce, c'levaf0R5 4)a11 ompiy ALL.PLUM9INGWAST£ C &WATER LINES NEED W 1 �,,ME M c n I n• 1 : TESTING BEFORE COVERING l/cw\ Additional Certification May Be Required. 9 SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION 310.ab' �` _ CL ® PROPOSED ACCESSORY STRUCTURE Q PROPOSED 2ND STORY 561°21'10'W ..._- 1 Lu J ca FAC i 0 O w�} _ 0 (5-00 1 .00 PROJECT LOCATION &SCOPE N z o SITE PLAN & ZONING DATA � , O 0 4, SHED I m O CV _ GEN ERAL AL NOTES � 2 .00 - r 7 ENERGY TABLE Q p a O STRUCTURAL DESIGN CHARTS . : d - j,QQ HOLDOWN ANCHOR BOLT, Q� I EXIST EXI I �� ,;, . , SHED SHE STRAPPING, & NAILING DETAILS FASTENING SCHEDULE - u, -. � , „ �rA ,;,�•„ a- 4 //��' /� FRAMING GRAPHICS BEAM CONNECTION PATTERNS U '- ry FIREBLOCKING DETAILS PROPOSED DEMOLITION PLANS • - I - 1 Q _.- 1 1 LOCATION MAP PROPOSED DEMOLITION PLANS I •- 1 Q EXIST. (p I SCALE: NTS i EXIST. POOL I C i n�� EXIST. GARAGE W ASPHALT I I - 1 PROPOSED DEMOLITION PLANS DRIVEWAY 1 I EXIST. I SHED i - i=ROPOSED FIRST AND SECOND FLOOR MAIN HOUSE ADDITION - AS-BUILT FINISHED HEATED BASEMENT I W I.KwAY ' A- 104.00 PROPOSED FOUNDATION PLAN ' I 1 DATA : N I EXIST. WD. DECK ' - I Q 0O PROPOSED FIRST FLOOR PLAN CIA, 10.5' I PROJECT / ZONING DATA -- 5 tm� I TAX MAP # 1000-Oa6-4.00-1.010 N.I.MIN.. / c� , EXIST. DWELL NG Y ry - ZONING DISTRICT R-AG / G PROPOSED SECOND FLOOR PLAN NEW BUILDING m I I /` _ 1 O/ ,00 ADDITION - i LOT AREA 2.a ACRES 1� ��JJ I I O z i CofO - MAIN HOUSE 4 DECK #Z201ciq i EXIST. p x EXIST. COVERED DECK IN-GROUND :, O2 3 CofO - POOL 4 FENCE #Z-27432 -- - C) i PROPANE 1�- ' o TANK. PROPOSED EXTERIOR ELEVATIONS �-201 .00 p i CofO- DETACHED GARAGE Z-30a71 ' EXIST. ASPHALT DRIVEWAY I EXISTING EXISTING 1 HABITABLE OR055 SPACE AREA A-202 .00 PROPOSED EXTERIOR ELEVATIONS 1 BASEMENT AREA 1,155.5 S.F. 2,055.05.F. 1 I N 1 FIRST FLOOR AREA 2,Ob5.0 S.F. 2,Oa5.05.F. z i - -- - --- CO-r=BONY SET3AGK - --- - ------ -- - //�� w EXIST. WELL I SECOND FLOOR AREA 1,074.6 S.F. 1,074.6 S.F. l-°t- 1 ,®0 BUILDING SECTIONS 2 � I U 1 1 AREA TOTALS 4,2a6.1 S.F. 5,244.E S.F. I PROPOSED PROPOSED 1 HABITABLE GROSS SPACE AREA -�Q 1 ,QQ DESIGN DETAILS Lil BASEMENT AREA 1,13a.5 S.F. 2,565.1 S.F. Iu Q �' 1 ry FIRST FLOOR AREA 2,363.1 S.F. 2,363.1 S.F. O I I PROJECT: ' SECOND FLOOR AREA 1,41a.a S.F. 1,416.q S.F. �j- Q 1 ,0O PROPOSED STRUCTURAL PLANS - --------------------------------- --------------------1 KR ESTI N N66°00'00"E 267.55' AREA TOTALS 4,a20.5 S.F. 6,145.1 S.F. RESIDENCE w -1 ®2 ,0O PROPOSED STRUCTURAL PLANS z LOT COVERAOE z 790 INDIAN NECK LANE SOUTHOLD TOWN GODS PECONIC, NY 11958 Q DESCRIPTION (FOOTPRINT) AREA % LOT Cj- 1 Qj.00 PROPOSED STRUCTURAL PLANS COVERAGE DRAWING TITLE: z TOTAL LOT AREA 12'7,340.4 S.F. EXISTING MAIN HOUSE 2,085.0 S.F. 1.69b PROJECT LOCATION & SCOPE FROF05F-D 51 TE FLAN EX15TI140 WOOD DECK 566.6 S.F. 0.490 O�r.00 PROPOSED STRUCTURAL PLANS SITE PLAN & ZONING DATA SCALE: 1" = 50'-0" EX15TI145 COVERED PORCH 545.4 S.F. 0.590 EX15TI140 POOL &00.0 S.F. � 0.690 EX15TINO DETACHED GARAGE 1,12ci.7 S.F. OA% PAGE: - 101 ,QQ DWV/ WATER SUPPLY RISER EXIST1140 SHEDS 557.7 S.F. � 0.490 GAS RISER PROPOSED ADDITION EXTENSION 276b S.F. 0.290 U-001moo TOTAL AREA OF ALL STRUCTURES 5761.0 S.F. 4.5%, DRAINAGE SYSTEM CALCULATIONS: MAXIMUM LOT COVERAGE ALLOWED: 209E NEW FIR57 $ SECOND FLOOR ADDITIONS= g36.5 5G�,. Ft. DATE: 01/08/24 1 OF 19 cf36.5 5cL. Ft. X 0.1'7= 151-f.2 IMPERVIOUS SURFACES < a" FROM GRADE 14ci.2/42.2= 5.& \/ERTICAL FT. OF 8' PIA POOL REQUIRED EXI5TIN5 BRICK WALKWAY 1542.2 S.F. 1.29b PRO\/IDE (1) 8'ch X 5' DEEP DRYWELL EX15TI140 ASPHALT DRIVEWAY 10716.c{ S.F. 8.4% ZONING REGULATIONS MAIN BUILDING SITE LAYOUT NOTES: x.•��:•„ � u.I. THIS IS AN ARCHITECT'S SITE PLAN 8 IS TOTAL LOT COVERAGE INCLUDING 1&020.1 S.F. 14.290 .. .. •� '•; .,; STRUCTURES <b FROM GRADE SOUTHOLD TOWN CODE (280-ATT. 1) SUBJECT TO VERIFICATION BY A LICENSED •, ;. a SURVEYOR. THE INFORMATION DRA I NAOE SYSTEM I N5TALLATI ON NOTES: REPRESENTED ON THI5 SITE PLAN 15 TO THE EXIST. PROPOSED COMPLIES i ARCHITECT'S BEST OF KNOWLEDGE. �- „�,.. '.$ ?•' ; • A MINIMUM OF 1 O 5EPARA71 ON 15 REOU I RED BETWEEN DRYWELLS h• WATER 5ER\/I GE LINE UNDERGROUND UTILITY LINES 5EPT1 C 2. SURVEY INFORMATION WA5 OBTAINED SOUTHOLD TOWN GORE 2aO-207 (A)(U ' MIN. FRONT YARD 60.0' 121.2' 121.2' Y'ES FROM A SURVEY DATED APRIL 15, 2022 COMPONENTS, LEA CHINO FIELDS, SEWER COMPONENTS AND THE AND PREPARED BY: LOT SIZE / AREA IN 47,340.4 ALLOWABLE TOTAL ,� �-• .�3�', EXGE55 OF a0, 127340.4 S.F. MIN. SIDE YARD 20.0' 102.3' 102.3' Y'E5 - `4 !' EDOE OF ALL FOUNDATION WALLS 000 S.F. GFA OFA f 1� V/7 • A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN DRYWELLS AJG LAND 5URVEYING PLLC. (f) LC75 UP TO 200,000 10,100 S.F. MIN. COMBINED 0 - CONCRETE SLABS AND PROPERTY LINES 77 5. GOLEMAN ROAD 45.0 241.5 235.4 Y'ES S.F. MAX. SIDE YARDS GENTEREAGH, NY 11720 ALLOWABLE S.F. / PLUS • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL 531-b46-aa73 2.5% OF EXGE55 LOT 7,100.0 S.F. 1,155.5 S.F. 5,2a3.5 S.F. 3,753.0 S.F. MIN. REAR YARD 75.0' 251.5' 251.5' Y`ES AREA OVER 60,000 MAXIMUM HEIGHT 35.0' 21.2' 32.b' Y'ES I CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE. AND MASONRY \ / NOTES $ SPEC I F I GATT ONE, I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 a BETTER (Fb = &75) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT A5BRE X I AT I ONS OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPAGE5 TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TE5TINC BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BD. BOARD IN5UL. I INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 11 GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTIN05 TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL ®FE BA5E FLOOD ELEVATION INT. INTERIOR Q 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT BLDG. BUILDING K KIPS (1000 LBS) GENERAL PROVIDE SILL 5EALAN5ULATION. SIZE OF SILL TO BE (2) 2"x6", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. 0 I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'5 WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, A5 4. FOOTIN55 TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS BM BEAM MANU. SPEG.'s MANUFACTURER'S SPECIFICATIONS J APPLICABLE BUILDING D III EPARTMENT. APPLICABLE AS A DERIVED WORK). OTHERWISE NOTED - 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY 'TECO OR B.O. BOTTOM OF MAX. MAXIMUM 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. Q .- 5TRUCTURE/517E SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL BOT. -� BOTTOM MEGH. MECHANICAL FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS D b7 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES RULES SPECIFIED IN 1.1 THROUGH 1.5. UNTIL IZI TIER OF FRAMING 15 IN PLACE. B.O.W. BOTTOM OF WALL MIN. MINIMUM Q AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, � CB 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. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Icl88 �+-+ Ix 4. ALL UNNO7ED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED N Z O OF THE OWNER/BUILDER '1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED COL. COLUMN NYC, BG I NEW PORK CITY BUILDING CODE i WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. I �cu L0 _.a d- `�. ANY OMISSIONS OR D15GREPANGIES OF PLANS AND/OR JOB CONDITIONS 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE CONT. GONTINUOU5 O.G. ON CENTER � __ U SHALL BE CLARIFIED WITH THE ARGHITECT/ENOINEER BEFORE ROCEEDIN& 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR cl. ANCHOR BOLTS SHALL BE IN AGGORDANGE WITH PAGE 6-005. C x0 ate+ CV WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DBL. DOUBLE OCC. OCCUPANCY O O 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TREN6TH AT 28 .� m Z P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq, Q 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DAYS OF 4,000 P.S.I.,U.O.N. DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION -J CV O � � UNLESS APPROVED BY THE ARGHITECT/ENGINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET Cu ON PAGE &-003. GENERALLY, SHEATHING 15 OF 1/2" THIGKNE55 ON WALLS AND THE PROVISIONS OF AN51/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH DIM. DIMENSION P. GONG. POURED CONCRETE Q O 2 2 O -1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENT5 WHEN I . DECK JOISTS PL. PLATE APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. WOOD I-JO15T5 SHALL MEET THE PROVISIONS OF ASTM P5055 EA. EACH PLYWD. PLYWOOD q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - n 1 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 (5) 50. FT. ELEV. ELEVATION P.T. PRESSURE TREATED W DOCUMENT, THE 60VERNIN6 BUILDING CODE AND ANY ADDITIONAL L_ 10. OWNER/BUILDER ARE RESPON51BLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REOUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S GORE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EQUIP. EQUIPMENT RE6t'D- � REQUIRED CERTIFICATES, CERT. OF OGGUPANGY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. EVALUATION REPORT. MAX. !2V-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HE16HT5 AND AT 1.4. 5TRUCTURAL COMPOSITE LUMBER: 51NGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXIST. EXISTING Ri RISER AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. U51N6 STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. EXT. EXTERIOR RM. ROOM � 70 PERMISSION FROM THE ARGHITEGT. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF / 1 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS E PROVIDE 'X' GROSS VERGING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL GOVERN N6 BU�DNGITE GOMEI,�AND ANY ADDITIONAL REQUIREMENTS AS OFER PRODUCTS, THIS POCUMEN, THE 16. N40-FONCRETE OR AND ALONG, UNLESS APPROI5 To BE PERFORMED IN VED BY AR HITEGT/ENOINEERP NO TREES F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER v '- EXGEED 8 O AND AT EVERY 8 O . �� 13. THE CONTRACTOR SHALL OBTAIN GERTIFIGATE OF OCCUPANCY. RESPONSIBLE FOR DESIGN INTENT ONLY. 15. TOPSET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. FAR FLOOR AREA RATIO STL. [STEEL Q� 6-004.PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE I.S. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED I"1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY F.A.V. FRESH AIR VENT S.V. SMART VENT 4-J M WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ ENGINEER. 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING 50HEDULE AS 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 AS FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND _ RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK CONNECTED WOOD TRU55 CONSTRUCTION, THE TRU55 DESIGN DRAWIN65, WHERE EVER APPLICABLE. FF ELEV. FIRST FLOOR ELEVATION TEMP GL TEMPERED 5LA55 BROOM GLEAN. 1-1. PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRESSED ON PAOE5 6-003. OR THE MANUFAGTURER'5 CODE EVALUATION REPORT. ! 1 la. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A F.I.I. FLOOR J015T5 THK. -] THICK U c 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. l.b. GYPSUM: CYP5UM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. _. __ __- - __ " LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM C36 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK FOUND. FLOOR SHALL NEVER EXCEED A I6" SPAN FOUNDATION T.O.W. TOP OF WALL __AND ORDINANCES. . WALLBOARD, ASTM 05-7 SPECIFICATION FOR GYPSUM LATH, OR A5TM C"Iq CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. FRGE FLOOD RESISTANT -CONSTRUCTION ELEVATION Tr TREAD Q 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND WO RK ORK OF la. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED �/1 THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER AS PER PAGE 6-005. l.'1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6" WIDE x 8" FR. FRAME TYP. TYPICAL v COMPLETION OF PROJECT. MEET THE PROVISIONS OF AN51/AHA A135.4 BASIC HARDBOARD OF DEEP Q 3'-O" BELOW GRADE. n 1 1"I. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. FRPR. FIREPROOF U.O.N, J UNLE55 OTHERWISE NOTED _ W ARGHITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD GLASS WINDOWS AND DOORS AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER lb STRUCTURAL PANELS: I. ALL GLASS TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. Q METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD FTC. FOOTING � VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR R.E5ULTING FROM THE PERFORMANCE OF ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 2. CLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE CLEARANCES ARE PROVIDED. 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO MANUFACTURER SUCH AS: HANOER5, NAILS, 50REW5, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (PS 1) CONSTRUCTION AND H.D. HOLD DOWN w/ WITH INJURY TO OR DESTRUCTION OF TANOIBI_E PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. ALL SLIDING &LASS DOORS,SKYLI&HT5, AND ANY GLASS UNIT INSTALLED ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC,. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, �HDR HEADER WD. WOOD -_ < WHOLE OR IN PART BY ANY NE&LIOENT ACT OR CM1551ON OF THE WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE UNLESS OTHERWISE NOTED. CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. A HNGR HANGER ZR ZONING RE50LUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY A. WEYERHAEUSER TRUE, JOIST 2.OE MIGROLLAM LVL 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH BE LIABLE RE6ARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A B. GEOROIA PACIFIC 2.OE 6-P LAM LVL Ib.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND MANUFACTURER'S SPECIFICATIONS. HOE. HORIZONTAL � 11 PARTY INDEMNIFIED HEREUNDER. PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 A. WEYERHAEU5ER TRUE, JOIST 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL ENERGY CONSERVATION TO BE CAULKE01 ION GON57RUAND AL)7E AS PER NEW YORK STATE ALL TO BE INSTALLED AS PER MANU. 5PEG.s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR INSULATION �,ly,SULAT I O II� 4 FF-NF-STRAT I ON �E Q,C)� �E�ENTS OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22. I-JOIST FLOOR SYSTEMS SHALL BE IN AGGORDANGE WITH THE WOOD APPLICABLE GORE EVALUATION REPORTS. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR I �� TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS AND ANY ADDITIONAL REQUIREMENT5 SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AND Si=OLiFIGATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY 1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL 'zRTHORIZATION OF THE ARGHITECT/ENGINEER. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 50REENS AND HARDW ARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. PROPOSED DESIGN CODE PRESGRIPTI�E \/ALUE NO Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NOTCHES IN THE TOP BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. COMPONENT NEEDED, UNLESS OTHERWISE C SPECIFIED. ALL DIMENSIONS AND CONDITIONS OUTER OUT THE MIDDLEE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 8. ALL GLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 VALUE G f TAT I ON (PER 2020 NYSEGGG) GOMPL I E5 OUTERR THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI014.1 CELLULOSIC EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G205 STANDARD SPECIFICATION FOR q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER IN5ULATIN6 BOARD. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE MAX. U-VALUE = 0.52 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED5E5. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH U-VALUE = 0.25 1.&.5. STRUCTURAL PANEL 51DIN6 5TRUGTURAL PANEL 51DING USED IN THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE FENESTRATION U-VALUE AIR LEAKAGE = 0.50 GFM/ PER R402.4.3 8 TABLE R0 5F MAX. AIR LEAKAGE = 0 - YES 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 402.1.4.1.4 - CLIMATE ZONE 4 SPECIFICATIONS, UNLE55 NOTED OTHERWISE. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND E6RE55 - THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE &OVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS. MIN. R-VALUE = 4q 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. HOLES SHALL NOT EXCEED 4090 OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE GORE EVALUATION CEILING R-VALUE R-41 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A6AIN5T ANY NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION. TEMPERED GLASS. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 'EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. 25. FOR NEW R WALLS, A PERFORATED SHEAWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. R-21 BATT INSULATION YES CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 GENERAL WIND PROTECTION CONNECTION NOTES: NOTES, AND TABLES ON PACE 6-003 $ 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B 15.2.1 SQUARE AND MISSILE TEST OF ASTM Elgg6 AND ASTM E1886 AS MODIFIED BY 2020 NYS BC ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SPECIFIES THE REQ'D NAILING FOR 8 SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET THE SHEATHING (ANY NAILING HEX 0LT5 AND 5GREW5 (INCH SERIES). MIN R-VALUE = IQ THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR FLOOR R-VALUE R-50 BATT INSULATION N CONSTRUCTION;55TO 10-gq AND 2016 550 HIGH WIND EDITION WOOD FRAME SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING ANSI/DASMA II5. PER TABLE R402.1.2 - CLIMATE ZONE 4 YES- - : w CONSTRUCTION SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 5GREW5: LA6 5GREW5 OR LAG BOLTS SHALL COMPLY WITH ANSI/ I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. 5PEG.'s). A5ME 515.2.1 5QUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 2 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH HOT WATER PIPE MIN R-VALUE = 3 2 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES A THICKNESS OF NOT LESS THAN J" AND A SPAN OF NOT MORE THAN 8' SHALL INSULATION R-3 PIPE INSULATION PER R403.4 8 R403.5 YES v 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN BE PERMITTED AS &LAZING PROTECTION. PANELS SHALL BE PRECUT AND INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TREATED WOOD E FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING GODS, AND ANY ADDITIONAL REQUIREMENTS PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS �I MIN. R-VALUE = 13 (CAVITY) AT INTERIOR OF WALL PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE BASEMENT WALL R-VALUE R=15 BATT INSULATION ® INTERIOR YE5 Ir WALL w/ STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PER TABLE R402.1.2 - CLIMATE ZONE 4, NOTE (c) 3. METAL PLATES, CONNECTORS, 5CREINS, BOLTS AND NAILS EXPOSED SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT �l DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL EXIST. WALLS # 12" LONG HOOKED 5OL75 ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED -- POSTIN6 ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6" ON THE BUILDING. COMPLIANCE STATEMENT: Lu AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY,GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TO THE BEST OF MY KNOWLEDGE, BELIEF, AND FROFE55IONAL JUDGMENT, Q THESE PLAN5 AND SPECIFICATIONS ARE IN � HOWEVER, WHEN COLUMN OR POSTING IS PART EN 4. WHERE W WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY PLUMBING COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE U51NO CHAPTER 4 [RE]. 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. SYSTEMS TO NY5 PLUMBING CODE AND NYS DEC RE6ULATION5. TABLE R3OI.� PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4' BENT PLATE 8" LONG CLIMATIC $ OEOORAFHIG DESIGN CRITERIA 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING w/ 6" RISE 8 w/(2) 1/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LE05 2 2 SSPECIFICATION FOR DRIVEN FASITENERS: NAIL5,i5P KES, AND STAPLES.STANDARD 2' PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS SET 6 DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE G-005. K R ESTI N RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION GROUND SNOW LOAD 25 LBS LOCATED IN UPPER THIRD OF ATTIC. SPACE AND ATTACH TO EACH PAIR OF ASPHALT ROOFING SHINGLES 2.2.6. PNEUMATIC, NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES AND AT BASE OF VERTICAL WASTE PIPES. RAFTERS. 1. ALL SLOPED ROOFING 5HINGLE5 SHALL BE GAF-GLA55-A ASPHALT ROOFING SHALL MEET THE REQUIREMENT5 OF THE C70VERNINO BUILDING CODE ALLOWABLE SHINGLES OR APPROVED EQUAL. AND ANY ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT Ile?" PER STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 150 MPH RESIDENCE 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. MANUFACTURER'S CODE EVALUATION REPORTS. FOOT. 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 2• SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE RAFTERS HAVING SLOPES GREATER THEN 5/12 EXP05URE CATEGORY B NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE 2.2.1. 5GREW5: 5GREW5 SHALL COMPLY WITH AN51/A5ME B 18.6.1 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: L/180 16" WITHIN 4' OF EXTERIOR CORNERS. AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL WOOD50REW5 (INCH SERIES). - DISH WASHER.........................................2" W/ NO FINISHED CEILING ATTACHED TO RAFTERS LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. - KITCHEN SINK........................................2" SEISMIC DESIGN CATEGORY B ANCH 8. SILL PLATED FOUNDATION ANCHOR BOLTSSE; SILL PLATE SHALL T ANCHORED 5. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 1. ALL EINSULATXXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED SHONERMB......•••••..........................•••••22 I 790 I N D IAN NECK LANE TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER _ �� INTERIOR WALLS � PARTITIONS H/I80 WEATHERING SEVERE PECONIC NY 11958 OF g" AND 5NV'x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE CONSTRUCTION. FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. - TOILET........................................................5" r PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR FOIL TO BE PLACED TOWARD WARM SIDE. - LAUNDRY .................................................2" FLOORS 4 PLASTERED CEILINGS 1-/360 FROST LINE DEPTH 3'-011 ' BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '1" IN CONCRETE/MASONRY 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S - FLOOR DRAIN..........................................5" FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS SPECIFICATIONS. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION ALL OTHER STRUCTURAL MEMBERS L/240 DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4 ON CENTER. WALLS FROM 6 BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 6. ALL SYSTEMS TO HAVE ONE 3 MAIN VENT STACK AND INCREASED TO 4" TERMITE MODERATE TO HEAVY 5. NAILING OF ROOFING SHALL BE TO CODE. CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE THROUGH ROOF. GENERAL NOTES EXTERIOR W/ PLA GODE5 AND REFERENCE STANDARD: 6 FOUNDATION WATERPROOFING. 1.CORROSION RESISTANT II &ACE ROOFING NAILS AND I6 GAGE STAPLES ARE 1. PROVIDE FROST-PROOF H05E BIB WALLS STER OR STUCCO FINISH H/360 S WITH EASILY ACCESSIBLE DRAIN s ICE BARRIER REQUIRED YE5 ENERGY TABLE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK PERMITTED 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: DRAIN COCKS AS REQ'D. H05E 5155 SHALL BE PROVIDED WITH BACKFLOW EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 STATE BUILDING CODE, 2020 NEW YORE: STATE RESIDENTIAL GORE, 2020 - q" R-50 FOR FLAT CEILINGS PROTECTION. STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YORK 'i. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR - 5.25" R-500 FOR VAULTED AND CATHEDRAL CEILINGS STATE ENERGY CONSERVATION CONSTRUCTION CODE. 2:12 PITCHES TO 4:12 PITCHES - 5.5" R-15 FOR 2"x4" WALL CONSTRUCTION 5. WA5TE FROM CLOTHES WASHERS AND LAUNDRY TUB5 ARE TO BE PROVIDED EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION WITH BACK FLOW PROTECTION. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - 5.25 R-21 FOR FLOORS WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME THE SEALANT TO UPLIFT FORGES U5INO ASTM D b381. cl. THE KATER SUPPLY 517E WORK HEALTH DEPARTMENT ANP SANITARY AND REGULATIONS COMPLY WITH LOCAL STRUCTURAL DESIGN LOADS PAGE: CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 3 PAPER ASSOCIATION (AFEPA) AMERIGAN WOOD COUNCIL (AWC). MECHANICAL CONNECTIONS: I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR B. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MPSON" MAY BE 2• VERIFY ALL 61VEN DATA ON DRAWIN65. IF THERE 15 A DISCREPANCY, TO CONGEALMENT OF PLUMBING. USE LIVE LOAD DEAD LOAD PLUMBING GORE. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. RECEIVE GLARIFIGATION FROM ARCHITECT/EN&INEER PRIOR TO ROCEEDING. 0 0 II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GODS. G-0 02 2 m 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. NO NOTGHNG AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED EXTERIOR BALCONIES 40 psf 15 psf MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. BY "SIMPSON" MANUFACTURER. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING NOR ANY POTENTIAL DAMAGE THEREOF. SITE. STOCKPILE ALL EXCAVATED MATERIALS. DECKS 40 psf 15 psf 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 12. PER NY5 PG 425.4, A 4 x3 CLOSET BEND SHALL BE AN ACCEPTABLE GORE, NFPA -70 AND 2020 NEW YORK STATE ENERGY CONSERVATION INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE WATER CLOSET CONNECTION. NHERE A 5" BEND 15 UTILIZED, A 4"x3" FLANGE DATE: 01/08/24 2 OF 19 CONSTRUCTION CODE. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. PA55ENGER VEHICLE GARAGES 50 psf AS PER PLAN GYPSUM WALL BOARD LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" FOR BACK FILL MATERIAL SHALL BE REMOVED FROM 51TE. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. MECHANICAL. FUEL 6AS: ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf COMPOUND METHOD. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED ELECTRICAL. I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/ THE ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf 2. ALL 6YP5UM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM NYS MECHANICAL CODE AND =UEL GAS CODE p MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. TO 201'i NATIONAL ELECTRIC GORE NFPA 10 AND 2020 NEW YORK STATE ° �,"fFtiT''"st�'f''' OTHERWISE NOTED. WATER RESISTANT (H.R.) AT BATHROOMS AND WHERE +" _ '"•f"•;,< ENERGY CONSERVATION CONSTRUCTION GORE. 2. ALL MECHANICAL SYSTEMS, APPLIANCES, k EQUIPMENT SHALL BE LISTED, ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf �,"' "`" DEEMED APPLICABLE. :�� a`'i'. 9�f 6. ALL FA5TENIN6 CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER LABELED, b INSTALLED IN ACCORDANCE w/ MANUFACTURER'S 5PEG.'S 6 CODE. r7 ;. „ SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 2. GON7RAGTOR WILL FURNISH A FIRE UNDERWRITERS GERTIFIGATE UPON -( "'i ' ' ".>" 'v., I I , 3. 5/8 , ONE HOUR RATED, TYPE X 6YPE,UM BOARD ON CEILING AND WALLS SLEEPING ROOMS 30 psf 15 psf COMPLETION OF WORK. 3. ALL FUEL OAS SPACE HEA71N6 APPLIANCES IN RESIDENTIAL BUILDINGS W ice' F;" I';'•-' (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET "1. VARIATIONS IN CONNECTOR GONFI6URATION SHALL BE APPROVED BY �- r '` A' ' SHALL BE EQUIPPED w/ FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL ' r_:a''r's �'" "`t IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUGIN6 ARCHITECT STAIRS 40 psf IS psf .l `" ' I 'I . 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA "12: SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGFfT 15 EXTINGUISHED. p EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL - GENERALLY VERIFY OR PROVIDE HARD WIRED +'" }' i�`,_ CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. _ �' .;:, t 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM SMOKE DETECTORS w/BATTERY BACK-UP IN: 4. SUPPLY +t RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED GUARDRAILS AND HANDRAILS 200 psf IS psf ; >� °>-:, HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED p p �"� , '! s?r° () . 4. FINIS JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. A. EACH SLEEPING ROOM TO AN R-VALUE OF AT LEAST(NYS EGG R403.3): .... ' � �� `k o TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 12 psf FOR ATTIC �` �� TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. B. OUTSIDE OF EACH SEPARATE SLEEPING DUCTS 3"m d GREATER, LOCATED IN ATTIC: R-8 ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR LATH. 0� 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND AREA IN THE IMMEDIATE VICINITY OF DUCTS UNDER 3"O,LOCATED IN ATTIC: R-6 ALL OPENIN65. THE BEDROOMS (GENERALLY THE HALLWAY) DUCTS 3.0 d GREATER, OTHER PORTION OF BUILDING: R-6 b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. DUCTS UNDER 3 0, OTHER PORTIONS OF BUILDING: R-4.2 *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH (BASEMENT, FIRST FLOOR, d SECOND FLOOR, ETC,)( EVERY LEVEL DWELLING ASCE 'i-lb (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) B HOLDOM DETAILS T`YF 1 GAL. NA L. I NO/STRAFF NO REOU I RE1" ENTS FOR ALL HARDWARE TO BE INSTALLED AS PER MANU. 5PEG.'s; MANUFACTURER U F L- F-T/ SHEAR, $ LATERAL W N D RE S S TA N G E NOTE: THIS SCHEDULED ES NOT E INCLUDE NA I NINO ILD L ING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, �- Q AND ROUGH OPENING FRAMING REQUIREMENTS) "ALL 5TRAPPINO TO BE V4"x 20 GAUGE** -- "SIMPSON" EOUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE LU FUSE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER ANC, 20I8 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) Lu FASTENER SPEC. FASTENER cu c� HOLI�OWN ,4 HOEDOWN B CONNECTION A NA I L. I NO OR I D DESCRIPTION AND OUAN71TY 5PAGINS 0 c: LL0 FOR NEW 4 EXIST. FOUNDATIONSAT RAFTER TO RI GE ROOF GE I L I NO FRAM I NO � � r— O I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A I6d >- C4 ENDWALL CONNECTION: COMMON NAIL w/o PREBORED HOLES. i (3) 2x FULL ENDWALL (3) 2x FULL .�-""�---� N 2" RAFTER TO TOP PLATE (TOE-NAIL) SEE PACE 6-005 PER RAFTER N z O CORNER STUD ---,e' • 2.WOOD 15 ASSUMED TO BE DF,#2 $ BTR. IN DRY USE t HEIGHT STUD HEIGHT STUD ONNEGTED TO FOR STRAP - 3 8 d COMMON R.R. 211 iv SERVICE It W \ CORNER STUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. � CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER JOIST � 0 CONNECTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL � � X � CV TRANSFER SHEAR "SIMPSON" HDQS �1' (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL 0 0 O +� HOLDOWN ANCHOR ® 2-I6d COMMON FOR ROOF SLOPES UNDER 5:12 WITH HOLES,SET NEW MEMBER. CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE G-003 EACH LAP O m •� (D 2-I66 COMMON ROOF SPANS OF 24 OR GREATER, • • • • • • �, +-+ L0 „ LOCATIONS NOTED NAILS ® 6" O.G. 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED N NAILS ® 6 O.G. 8 USE 4 8 d COMMON NAILS ® EA. • • GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) ci-I6d COMMON EACH LAP O O O" O.G. IF BLOCKED ON PLANS 10 O.G. IF BLOCKED � � cc CORNER POST "`^", END OF STRAP. J �° S.SEE SECTION 6 FOR ANY REO'T TO CLINCH THE NAILS(TO Q 0- G O CORNER POST TIGHTLY BOND THE END OF THE NAIL TO A 90° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PACE 6-003 PER TIE "SIMP50N" HDQS •. THE ABOVE ASSUMES A RAFTER GRAPHIC BELOHU HOEDOWN ANCHOR ® SPACING OF 16" O.G.; FOR SPACINGS ry 6. DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END SECTION 12.4-PLACEMENT OF NAILS 4 SPIKES 4 TABLE LOCATIONS NOTED ° d 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 CONNECTION: WEL FRMINO HOEDOWN INSTALLATION OPTIONS: �„.. • FOR NEW P. GONG. FOUND.'s ° ° ° FOR S-RAP - 3 8 d COMMON NAILS ® EA. 52 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT 70 HOLDOWN CAST IN PLACE w/l/8"O THREADED ROD • • END OF STRAP. • . U • sEE WHEN IN TOWN OF (SLIP OR NAILING THREADED ROD RE TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I66 COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s • • � • • nl (PRE-DRILLED) EMBEDDED 12 INTO GEOMETRY EXCEEDS THAT PERMITTED IN 8 � CONCRETE w/ "SIMPSON" SET (HIGH 5TREN&TH EPDXY ---� �� • • I MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I66 COMMON 24" O.G. W M ADHESIVE), 8 FOR TEMP.'S O"F-40"F USE "SIMPSON" AT SIMPSON #H2A (OR EQUAL) RAFTER TIE _I'j W (HIGH STRENGTH ACRYLIC ADHESIVE) """~"•�., "..,. HEADER TO HEADER (PAGE-NAIL) I6d COMMON I6 O.G. ALONG EDGES FOR EXIST. /NEW G.M.U. (GONG. BLOCK) FOR TOENAILINC - 3 5 d COMMON NAILS " -"." + FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOEDOWN CONNECTION SAME TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD CONNECTION --"- • FOR G.J. TO R.R. - a 16 d COMMON NAILS r , w/-1/5'4 THREADED ROD """ ^- - . • v REQUIREMENTS FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED C.J.'s(WHEN ' ' AT G.J. TO G.J. CONNE07ION: ENDJo15T, or BLOCKING (FACE-NAIL) 2-I6d COMMON 1� PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW L �-FOLDOWN �G� HOLDOWN 'D' 2 16 d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAMINO Q FOR FOUNDATIONST FOR NEWLY POURED CONNECTION GI 02 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST AMn 1 FOUNDATION ® ONE STORY ONLY ; wm (D (5) 2x FULL ENDWALL BRID61N6 TO JOIST (TOE-NAIL) 2-5d COMMON EACH END Q HEIGHT 57LD CORNER STUD ,.CONNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON"AN HDQS (5) 2x FULL . ° BLOCKING TO SILL or HOEDOWN ANCHOR ® � 2-I6d COMMON HEIGHT STUD G2 TO STUD CONNECTION: 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. k ° TOP PLATE (TOE-NAIL) ON PLANtt S CORNER POST IF BLOCKED G I FOR STRAP - 3 5 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST C ° I NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE 8 OR 2-I6d G M N BELOW - 2 I6d COMMON NAILS B NAILS ® " O. I AND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER J015T BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON i PER FOOT • ROOF SHEATHING ° a STRUCTURAL PANELS: SOLID INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD ° a "SIMP50N" ST M14RJ CONNECTION DI s D2 B O KING PERIMETER EDGE ZONE ° ad COMMON b" EDGE / 6" FIELD HOLDOWN INSTALLATION OPTIONS: • EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s UP TO q" RAKE OVERHANG - HOEDOWN CAST IN PLACE w/-i/8"� THREADED ROD �� AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NG SHEATH I NO FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'S -� I • lla'4 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) CONNECTION: D2 ADHESIVE), 4 FOR TE:MP.s OF-40F USE 'SIMPSON" AT 1/2" MIN. FOR STRAP - 3 8 d COMMON NAILS ® EA. 1 CONCRETE w/�1MP5,: aSET (HIGH STRENGTH EPDXY ------ GYPSUM WALLBOARD FROM 5d COOLERS '1" EDGE / 10" FIELD (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR CORNER ° 1 SPECIFIED D I ° END OF STRAP (WRAP STRAP UNDER SILL PL.) WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES SOLID $ CAST IN PLACE HOLDOWN o ° FOR EA. PLATE TO STUD ABOVE S OR BELOW - w/-1/8"(P THREADED ROD 2 16 d COMMON NAILS STRUCTURAL PANELS 8d COMMON b" EDGE / 12" FIELD q � a d ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD rn FLOOR CONNECTION w/ # LPT4 51MP50N (OR STRAP W(3) Z NAIL. NO/STRAFf' I NO WINDOW/DOOR HEADER ° 5TANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES - ""`~�". of NA EAI STRAP TO EA.JOIST-(FOR FLOOR SHEATH I NO (SUBFLOOR) 2 ALTERNATE USE SIMPSON H2.5A) 0 NOTATION: STRUCTURAL PANELS: A - NUMBER OF 8d NAILS ® EA. END OF STRAPPING (201b WFGM,TABLE 3.71,P. 189);WHEN STRAPPIN6 CONNECTION E - e I" or LESS: 8d COMMON 6" EDGE / 12" FIELD REQUIRES OVER 14 NAILS,USE SIMPSON 0516 5TRAPPIN& (OR EQUAL). GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD B - NUMBER OF SILL 5TUD5-ON FLAT (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.255, P. 241) C - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2015 WFGM,TABLE 3.230,P. 2a2; � ALTERNATE A5 PER TABLE 5.23D,P. 2c13) -" " ' 1 - NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A D D - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT KIN& 57UD TO END OF HEADER ® EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING 50HEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q (2018 WFGM,TABLE 3.1, P. 1811) q PLATES) CONNECTION FOR EXAMPLE, IF WALL 5HEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2015 WFGM,TABLE 5.22F,P. 255) °° G ° SHEAR CAPACITIES, NAILING REQUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR F - NUMBER OF I6d NAILS, END-NAILED THROUGHqd SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT ADJACENT JACK STUD TO END OF SILL(S) ® EA. SIDE ° d B (DOES NOT APPLY TO DOORS) (201& WFGM,TABLE 3.8, P. Iai) a, ° d ° ° a 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FOR STRAP - 3 8 d* COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO I-W NAIL PER FOOT. 5 - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH da END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4 PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE I F FASTEN I N0 SCHEDULE B ---"......"_ °° d e ° ° a � USED � K R EST I N ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS FOR EA. PLATE TO STUD ABOVE s OR BELOW - RESIDENCE WITH WOOD FRAME CONSTRUCTION MANUAL 201,5 EDITIOW(IN ACCORDANCE �""'"""w. 2 16 d COMMON NAILS A NOTATION S I ON6OE FOR TRUSS TYPE PRE-ENO I NEERED ROUGH A B G D E F WOOD, AND/OR TIMBER CONSTRUCTION OPNG THE FOLLOWING 510NAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 790 INDIAN NECK LANE 2'-0" 3 I I I I I 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" 6 I 2 2 2 2 SRL I G I NO OF TOP' L T BRACING/STRAPi=INO AUTHORITY HAVING JURISDICTION: DRAWING TITLE:OABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE * - PROVIDE (2) 2"xl0" HDR (PAIN.) U.O.N. 6'-O" q I 3 3 3 3 (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE BLOCKING 2 LESS PROVIDE 8'-011 12 2 5 4 4 4 }-- SPLICE ---{ TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAY5 BACK ® BLOCKING• 1211 O.G. CONSTRUCTION TYPE DESIGNATION SHALL LEN6TH I 4'-01, O.C. To AGHEIVE RAKE O.H. BE "I", 111I", "111", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES BAG - FOR WIND - EXPOSURES BAG - lot-o" 14 2 4 5 5 5 _ ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 121-01, 16 2 5 6 6 6 BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE"a` THE NY5 BC. DIMENSION (FT) LENGTH (FT.) DIMENSION (FT) LENGTH (FT.) TYP. STRAP w/(5) PAGE: 6d NAILS EA. END DESIGNATION FOR STRUCTURAL OF EA. STRAP 00, 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, IF Is I6'-o" 31-011/31-a" 161-o" 4'-0° ATTIC _ PRE-ENGINEERED WOOD, OR TIMBER -003OO ANG+�OR BOLT SF'EG 1 GAT O S CONSTRUCTION AS FOLLOWS: e - "F" = FLOOR FRAMING, INCLUDING BLOCKING 2 BAYS GIRDERS 4 BEAMS SPECIFICATION (2018 WFGM TABLES 3.2A S 5.25, P. 15-7-160) BACK® 4'-0° o.c. �; - "R" = ROOF FRAMING CORNER 3a1, _ 24-O 4-O /5-O 24-0 6-D CONDITION FOR ALL STRUCTURES: - "FR" = FLOOR ROOF FRAMING DATE: 01/08/24 3 OF 19 s 2b'-O" 5'-O"/6'-3" 25'-O" ••••.• •: ' '.•, ., . .• . , • , /8"� ANCHOR BOLTS ® 3a" O.G. iv SECOND FLOOR f • 1 II ,— 1, I— 11 I 11 1— '' a NOTES: 1.TABULATED SPLICE LENOTH5 ASSUME TOP PLATE-TO-TOP PLATE • CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE _ „-��„ P.• <,. ,� LENGTHS,THE NAIL 5PACING SHALL BE REDUCED IN ORDER TO 40'-O" 51-011/10'-01, 401-0" II'-O" 1. MIN. 1" EMBEDMENT INTO CONCRETE PROVIDE AN EaUIVALENT NUMBER DF NAILS BLOCKING 2 BAY5 w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK® 4'-0° O.G. �:` °z END 2.TABULATED SPLICE LEN6THS ASSUME A BUILDING LOCATED 50'-O" 101-OII/12'-6" 50'-O" 13'-O° �i5 CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL IN EXPOSURE B TYP. STRAP w/(5) STROKE TOP TWO COURSES SOLID bd NAILS EA.END N 1 1 „ 1 1 1 I 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60-011 OF EA. STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR c� r- I II , " , 1, I II , PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEI SHT5 MULTIPLY THE ABOVE -10-O 14-O '10-O I a-O _ �'� �a NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR ,�® 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" $ 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 8o'-o" 22'-0" OF C� �� FROM ENDS AND CORNERS (TWO ® CORNERS) W WALL - 1.125 REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) lO'WALL- 1.25 BLOCKING 2 BAYS II'WALL - 1.5-15 THIS COLUMN w/MULTIPLIER BACK m W-O" 0.0. RED PANTONE WHITE 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL- 1.5 FOR 10'-0" WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL MISCELLANEOUS FRAM I NO O RAPH I CS CONTINUOUS BUILT-UP GIRDERS, 3 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT IS REO'D FOR FRAMER TO HAVE A F I REBLOGK I NO FOR FLATFORM WOOD FRAM I NO WORKING KNObNLEDGE OF THE AMERIGAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER Die. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 Q CONNECTION a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED PATTERN DESCRIPTION TOGETHER 51DE BY 51ME ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES w MAX.52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-STOPPING. LLJ cu NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS lod NAILS O 12"O.G. I" -J THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST M STUDS STUD B (3)ROWS IOd NAILS• 12"O.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE5LOPPIN5. Q 4-J N SUBFLOOR P, THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE L0 (2)ROWS I/2" m BOLTS a 12"O.G.5TA66ERED; TWO-PIECE JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE SOLE PLATE O / 5U$FLOOR � G DBL.® ENDS GIRDER MAX.32" PLATE SERVE AS FIRESTOPPINS. BUILT UP P _. D (2)ROWS I/2" m BOLTS a 16"O.G. NAILING: G 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE �- O SOLE PLATE TWO-PIECE GIRDER.. ARE TO BE NAILED FROM ONE ',� � J015T SERVES AS FIRE5TOPPINS, i E (2)ROWS 1/2" m BOLTS® 24"O.G. SIDE WITH IOd NAILS, TWO NEAR EACH END OF z O BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE O �_ N 1 $ 5. FIRESTOPPING SHALL $E 2 INCHES OF WOOD BLOCKING d (2)ROWS 3-3/5'TRUSSLOCK SCREWS a 12"O.G. 3 1/4 OF A OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL CO � d F 5CREV,M ON(1)SIDE OF MEMBER OR OF NONCOM-BUSTIBLE FILL. _ LINE; OR GIRDERS ARE TO BE NAILED FROM EACH 6 (2)ROWS 3-3/8"TRUSSLOCK SCREW5 m I6"O.G• �' SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O 0 XO 4- CV �4 j 5CREWED ON(1)SIDE OF MEMBER I JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" m '4-1 ' AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O O C9 H (2)ROWS 3-3/6"TRUSSLOCK SCREWS m 24"O.G. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPING. a-J O a-J L0 J015T SCREWED ON(U SIDE OF MEMBER � N (u 0 MAXIMUM OFFSET (2)ROWS 5"T 1)SDE SCREWS• 12"O.C. THREE-PIECE "1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND O JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED W/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q '— B' MATCHED SIZE OF BLOCKING NAILS ON EA. SIDE h/ TWO NEAR EA. END OF EA. SERVE AS FIRE5TOPPING. FIRE5TOPPING AND K (2)ROWS 5"TRUSSLOCK SCREWS• IV'O.G. PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 4 UNDER NON-LOAD BEARING SCREWED ON BOTH SIDE OF MEMBER PARTITIONS ® 52" O.G. BLOCKING STUD OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 3 8. THE HEADER SERVES AS FIRE-STOPPING. L (2)ROWS 5"TRUSSLOGK SCREWS m 24"O.G. BETWEEN I/6 DOUBLE PLATE SCREWED ON BOTH SIDE OF MEMBER a V4 of A THAN 52 BETWEEN NAILS IN A HORIZONTAL LINE. ^ ` at. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL w p. FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO CANTILEVERED FLOOR GE I L I NO BRAG I NO INOTE: EA 15 d 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 V OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 3 CONNECTION PATTERN 'B'WHEN 10' OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN 5CREWIN6 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 P GIRDERS ARE TO BE SECURELY ANCHORED TO 1 HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SUBFLOOR SOLE PLATE 2"x4"CONTINUOUS GABLE END MASONRY PIERS,MAILED TO WOOD POSTS OR FiRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE a 6'O.G. TRU55 BOLTED TO STEEL COLUMNS. THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING U { BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPINO SHALL BE J015T , 2) IOd NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL �/� PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON 1 , NA LINO FATTERNS FOR S 1 DE LOADED BEAMS (i o . FLUSH 5EAI " I5> NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE "T� lo)bd -LOCATIONS REQUIRUNG FIRESTOPPING- AS FIRESTOPPIN6. NAIL5 FIRE- FIRE_ WOOD FIRESTOPPING FIRESTOPPING + STOPPING STOPPING FIRE- FIRE- SOS N FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING ' ` N J015T * 5d COOLER NAILS® 10" O.C. NAILED V MULTIPLE-PIECE MEMBERS' BOLTED 2"x4"BLOCK NAILED TO EA.BRAGS VERTIG AL \BLOCKING 2 ROWS Ibd 8 ROWS N 2 ROt^g1Y Z BOLTS 2 ROW514" FIRESTOPPING WHEN / w/(4) IOd NAILS COMMON COMMON BOLTS 24" a BOLTS BOLTS /' • I2"O.G., •12,O.G. O.G.9TAB6�RCD • 12"O.G. •b"O.G. COVERING IS APPLIED \'` STUD 20 ga.STRAP ro UNDERSIDe of GYPSUM BOA TWO ROWS 12"O.G. THREE ROW5 12"O.G. JOISTS DOUBLE PLATE * 5d COOLER NAILS a 10" O.G. (10) 5d NAILS BEAM SELECTION w/ STD. NAILING ° ° ° ° ° LOCATION I LOCATION 2 LOCATION 3 NOTE; ENDWALL STUDS AS NOTED IN NOTES "I d 5 ° ° ° ° LOCATION 4 ( 1 S NONCOMBUSTIBLE ALTERNATE Q JOIST SHALL BE LOCATED DIRECTLY DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPING LOCATION ATIDN OVER STUDS, UNLE55 TOP PLATE 15 4" a EDGE/12"a FIELD FULLY BLOCKED I.TOP AND BOTTOM ROW5 SHOULD BE 2"FROM EDGeS WOOD FIRESTOPPING R ER DESIGNED TO CARRY THE LOAD SCREWS#6 - V4" TYPE W OR 5 FIRESTOPPING LOCATION b 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STA05 RED TWO ROWS b"o.G. LOCATION 5 FROM THE TOP AND BOTTOM OF THE OF THE MEMBER.USE WASHERS FR.EVERY BOLT MST ENDER HEAD AND NUT. THROUGH THE FULL O O O O O O O @ O C III INTERIOR STUD DETAIL THICKOVERLAID ROOF 6.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 IS FROM EACH SIDE. TO BE FILLED NONCOMBUSTIBLE FIRESTOPPIN6 �. FIRESTOPPIN6 \ �� APPROX.I INCH THICK S.POUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO BOTH SIDE OF THE MEMBER \ b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED FOR 4"O.G.NAIL SPAGIN6. LOCATION '7 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING w/ - 4 8d NAILS '7'2 ROWS OF Ibd COMMON NAILS(12"O.W FOR DEPTHS 12"OR LESS LOCATION g FIRESTOPPING LOCATION 9 a EA. END a R.R. 8.5 ROWS OF Ibd COMMON NAILS(12"OZ)FOR DEPTHS OF 14",Ib"e 15". LOCATION 10 FULL WIDTH 2"). BLOCKING - ZO � fr -- CONSTRUCTION DETAILS W ND LOAD FATH CONNECTION DETAILS N TOP PLATE DRILL 2"0 INTO ROOF NTERSEC71 ON DETA I L DECK FOR OR NEN N6 INSTL. NOT TO SCALE NEW R.R.SET W R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOUS LOke.R TOE NAIL51 NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW d EX. R.R. AS SHOWN K I NO STUDS PLAN VIEW NOTE: SIMILAR® 'SHED' WOOD JOTS WOOD JOI If STUD ROOF,R.R. IN LINE N BLOCK I NO JOIST HANGER HEADER z GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR INSTALLATION OF CLIN',GHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADS 0 .JACK STUDS WOOD O I RDER WOOD JOIST le MAIN MEMBER W Q LI.I JOI57 FRAMING OVER WOOD GIRDER JOI57 FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION PROJECT: 1. TOE-NAILS SHALL BE DRIVEN 0 AN ANGLE OF DIP,M.x s APPROX. SO° w/THE MAIN MEMBER 4 STARTED APPROX. Y5 THE LENGTH OF THE NAIL FROM THE MEMBER END, K R ESTI N I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER RESIDENCE A MIN. OF (5) NAIL DIAM.'s AT A QO° 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 BE S N I A SIDE INO INSTALLED MORE THAN 2 TOE NAILS SHALL I OF A RAFTER OR CEILING J015T WALL STUD 0 WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLAT BOTTOM PLAT 790 INDIAN NECK LANE IN EA. SIDE WHEN FASTENED TO A 2 xb' TOP PLATE. BATHTUB 5U5 FLOOR PECONIC, NY 11958 DOUBLE .JOIST DOUBLE JOIST TOP PLATE GHIM. CHASE SECURING @ STD. 51DE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE J0157 FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR d BLK'6 TO R/L SIDES w/STRAPPING TO R/L SIDES) � O PAGE: u TOP PLATE ® o < WIND RESISTANT CONSTRUCTION CONNECTORS GHIM. CHASE WALL �z Q UG-00 mOO CONNECTION LOCATION: PART NUMBER: NOTES: RI DOE-TO-RAFTERS 0520 @ 21 " APPLY TO EACH PAIR OF RAFTERS a _ APPLY TO EACH RAFTER DATE: 01/08/24 4 OF 19 z ® RAFTER-TO-WALL H�i R H_ �y z ROOF o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER �z Oo REQ'D BLOCKING Q q a PLATE-TO-WALL STUD G520 @ 18" APPLY TO EACH WALL STUD TO ALIGN w/ STRAPPih{G 4 W Y ® EA. LEVEL ABOVE w m II ' �� THE FIRST FL. ®z 4 2ND. FLOOR WALL-TO-I5T. FLOOR WALL LFTA or G520 @ 56 .E�_..;i';` f u I APPLY TO EACH WALL STUD FLOOR/CLO. O HEADER-TO-JACK STUD C520 @ 12 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 5ST516 APPLY TO EACH SIDEWALL END ' _g•:•. ,. .y; �- :_ .j ,. ST. FLOOR-UNDER-SILL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE ''- 74��'��' SIDE VIEW PLAN VIEW (USE WITH 3 5OUARE WASHERS) �P USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. �ENERANL= 5Y1 50L_ i� Y Q _ EXISTING TO BE DEM0LISHED NEW PARTIAL HEIGHT 0 „ W WOOD FRAME (L.G. 5TL. Lv WHEN APPLICABLE) EXISTING TO REMAIN J 0 NEW WOOD FRAME (L.G. �- NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) Q N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. -5TL. ® POST FOR 4" WALLS `- CD WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED L WOOD FRAME (L.G. 5TL. 0 C Lr- z d' WHEN APPLICABLE) 0- p (V 0 U C � CD O 007 ;t �r-- s O Lo �-' N p nnQl C) � m0 DEMOLITION NOTE: W PRO\/IDE 5HORIN5 AND SUPPORT TO ALL AFFECTED �- STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. — — — 4--j 7� T �-F + 0-7 13 11 El El IIIII I � � IIIII I Q e _ cn EXIST. WOOD DECK ABOVE n 1 I I F - - - - - � I 0 XIST. NINE CELLAR 40.5 SOFT. I REMOVE DOH EXIST. III HALF-BATH III I 54.1 SOFT. 0 X Q EXIST. to STORAGE F-, "12.2. SQ.Fr. EXIST. MECH. ® +1Roo 'ib.9 SOFT. H O REMOVE �_ ELEVATOR• GG TO FROVIDE SHORING AND —\ REMOVE BRACING AD — \ REQUIRED \ --------------- — 11 DEMO Rt — W/H R O NEW DOOR. — — SEE OIL EXIST. MEGH. PROPOSED ROOM FOUNDATION ____ EXIST. FURN. 207.5 SQ.FT. III FOR DOOR GL. SIZE \\ 2bA SOFT. REMOVE FOR J Z RELOCATE III `-/ ` DOOR A/C Lu/ J \ OPENING UNIT ALL WATER SOLUTION —� TANKS REMOVE — / f \ DOOR EXISTING ELEC, REMOVE WALL UP WOOD STAIR PANELS TO EXISTING AND BILCO Q J COLUMN. PATCH DOOR ABOVE p /— FLOOR d CEILING / I— AS REQUIRED. REMOVED PROJECT: I I I I I I I I I I I EXIST. BASEMENT I I I I I K R EST I N I REMOVE FINISHED 8 HEATED I I I I I I I I I I \ DOOR g12.0 5G.FT. EXIST. RESIDENCE CARPENTRY EXIST. _ ROOM STORAGE 245150.FT. 104.1 SOFT. ( 790 INDIAN NECK LANE EXIIST. PECONIC, NY 11958 DRAWING TITLE: \ — — — — — PROPOSED DEMOLITION PLANS IL I EXIST. WOOD DECK ABOVE PAGE: A-101m00 --�o� - - - - - - - -�o�- - - -dam — — — -I DATE: 03/11/24 5 OF 19 L - - - J 70 IN PROPOSED DEMOL 1 T I Oil E3ASEMEN7 PLAN SCALE: 1/4" = 1'-0" 0ENEAL _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.S. STL. Lij W EXISTING TO REMAIN! WHEN APPLICABLE) -� v NEW WOOD FRAME (L.S. NEW FOUNDATION WALL M STL. WHEN APPLICABLE) Q N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL O WOOD FRAME (L.5. STL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL — e-- w POST FOR b" WALLS), U.O.N. , N NEW 2-HR FIRE RATED L WOOD FRAME (L.O. STL. O c Lo Z It WHEN APPLICABLE) 0- v w N 0 0 1 C � (O O O m -t s O +- Lo �-' N p nnQl � � m0 W DEMOLITION NOTE: PROVIDE SHORIN(S AND SUPPORT TO ALL AFFECTED STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. U � Q) m Ox • — z-i EXIST. DOWN EXIST. WOOD DECK 548�Q.FT. r n V / ----------- U I I III ►n II ill EXIST. � III MUDROOM II 55.5 SOFT. II I REMOVE_"', EMOVE -� r--- PARTIALLY DECK WINDOW LU EXIST. EXIST. '"0 I SUNROOM LAUNDRY ROOM EXIST'BATHROOM +1 +t _J 153.6 SQ.FT. "16.9 sQ.FT. 45.1 SQ.FT. _ _ I Q REMOVE I Pq/O � �� EXIST. LIVING 0. DOOR L----��f_�J ------- ROOM WALLS `�) "�)� I — O - 549.5 SOFT. E, 0 ®_ _ X EXIST. _1_ F to - 4b.5 SQ.FT. �In r- -------7 II ~ EXIST. o - ;n N BATHROOM III EXIST, --- 5 j 48.1 SQ.FT. _ KITCHEN REMOVE ALL 226.0 SOFT. KITCHEN L-2L -J Z APPLIANCES W 4 CABINETS — I DW o0 l I REMOVE v GABS. EXISTING �I iL BILGO DOOR EXIST. REMOVED L BAR EXIST. -----7-------- I 1 7.0 SQ.FT. --___-- - W I I I I I I I p _- I I --------------- \ - PROJECT: / � I ---------- I KRESTI N EXIST. RESIDENCE III 2'-0" __--------J III BEDROOM EXIST. DINING 306.5 SQ.FT. III ROOM EXIST. GREAT REMOVE III 160.2 SQ.FT. ROOM WINDOWS 4 I"II 161.4 SOFT. 790 INDIAN NECK LANE PARTIAL rl WALL PECONIC, NY 11958 �\ "f'-2" DRAWING TITLE: PROPOSED DEMOLITION PLANS I EXIST. WOOD DECK PAGE: 545.2 SQ.FT. X O A-10100 u10 DATE: 03/11/24 6 OF 19 PROPOSED DEMOLITION FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" �. OEI DER/ 'IL Nr/ 150L � EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT i WOOD FRAME (L.G. STL. Q EXISTING WHEN APPLICABLE) 0 TO REMAIN 0 E — NEW WOOD FRAME (L.G. NEl"� FOUNDATION WALL Lu co I- —I STL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL M WOOD FRAME (L.G. STL. © POST FOR 4" WALLS O WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL O = O RATED POST FOR b" WALLS), U.O.N. — } O WOOD FRAME (L.G. 5TL. •O O N z O WHEN APPLICABLE) a •cu I c X :3 N O O O 4-+ 1 O m .— c\J 0 co Q a O DEMOLITION NOTE: PROVIDE SHORT NO AND SUPPORT TO ALL AFFECTED STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT nn `` OF ANY DEMOLITION OR CONSTRUCTION. W U m N------------------------------7 1 � � I U Aft --------F\-- QD Y I � I � I � I � dj — --------------- ---- + OPEN BELOW II ------------------- lX ~— REMOVE I I j EXIST. m�" EXIST. ROOF BELOW i GL• GL. I 54.0 SQ.FT. OQ 54.0 SOFT. iJU L-- I I — \ EXIST. HALLWAY 4q.5 SOFT. I �If� � p � III I I � N REMOVE H II I REMOVE-' ' ' DOORS II Z WINDOWS 1 II DOOR 4 j j EXIST. EXIST. III DOOR AND PARTIAL.. EXIST. � BEDROOM I II_I 2 I 5.b SOPT. III \ WALLS I II I WA—L G�• 165.2 50.FT. 1 II 1 V \ III Zl 1 I Tal SO.PT. II 1 EXIST\ 11 I�I Ix EXIST. .5 SOFT.\ RELOCATE r BEDROOM _J—f \ ——/j N SHOWER REMOVE \ 160A 50.17T. --� EXIST. I \ / $REPLACE BEDROOM WINDOWS EXIST. 1 cV Isaa SOFT. IBATHROO / \ I \ I REMOVE 4 1 54.5 SOFT. PROJECT: \ \\ REPLACE __—i L--- \ \ FIXTURES I lr r �\\ .D REMOVE 11 WALL FOR K R ESTI N IL _ �) mDOOR i/ I LLJJ — OPE N6 - ------ RESIDENCE i L----j I ----- � 790 INDIAN NECK LANE 1 1 PECONIC, NY 11958 I DRAWING TITLE: ----- - --- I I REMOVE7 REMOVE $ REMOVE PROPOSED DEMOLITION PLANS I WINDOW $ REPLACE WINDOW 4 I WALL WINDOW PARTIAL I WALL I I I I PAGE: I I I A-103mOO DATE: 01/08/24 7 OF 19 as A6`.,�., 1 f.::''��..•a! FROFOSED I�)EMOL.ITION SEOONr1 ) FLOOR PLAN SCALE: 1/4" = P-O" �� '� OEI ` ERAL. 5 I 50L_ <E I : 0- DOOR SCHEDULE Q NEW PARTIAL HEIGHT O - EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. W DOOR `�(ATERI AL Li WHEN APPLICABLE) FIRE EXISTING TO REMAIN ( -� 0 NEW FOUNDATION WALL TAG DESCRIPTION MANUFACTURER Q Q N RATING NOTES I'7 -I NEW WOOD FRAME (L.(3. WIDTH HEIGHT p 1 1_ J 45 MIN. RATED Q +'' N F -I STL. WHEN APPLICABLE) L0 � SELF-CLOSING NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL C O O � WOOD FRAME (L.G. STL. ® P05T FOR 4" WALLS BASEMENT o w WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALL5), U.O.N. 001 SINGLE JELD-WEN 2'-6" 6'-8" _ • �� +, N Z O NEW 2-HR FIRE RATED ! WOOD FRAME (L. STL. 002 SINGLE JELD-WEN 2'-8" 6'-8" • �I I •� �- -1 WHEN APPLICABLE) ---------- --- ---- =- - J --L1 C Y N >1 0 0 1 C =3 (o - o m t O , +jIn .,-+ N O 4-J c FOUNDATION PLAN NOTES nQ 0- :2 O TYPICAL P. GONG, FOOTING 8 WALL GONSTRUGTION: EXISTING DOOR NOTE: �✓ O • (2) 2"x6" P.T. SILL PLATES w/COPPER TERMITE SHIELD O6 I. DIMENSIONS SHOWN S PLAN. 4 SILL SEAL 2.DOOR TO EXTERIOR TAIRS/BILGO IS INSULATED. • ANCHOR BOLTS AS PER PA&E 6-003 EXIST. SMOKE DETECTOR / GO DETECTOR NOTES: • P. GONG. FOUND. WALL A5 PER DETAIL UPON Oq I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT • P. GONG. FOOTING AS PER DETAIL ASPHALTIC, MASTIC, DAMP PROOFING TO EXTERIOR SMOKE /CARBON MONOXIDE COMBINATION DETECTOR • B.O. FOOTING 3'-0" BELOW GRADE MIN. HARD WIRED TO EACH OTHER w/BATTERY BACKUP. - - - - - ° - 1/2" EXPANSION JOINT 0 PERIMETER OF SLAB (WHEN 2•INTERCONNECTION BETWEEN NEW d EXISTIN6 DEVICES SHALL NOT BE REQUIRED WHERE EXISTING ALARMS - - - - - - - U APPLICABLE) ARE NOT INTERCONNECTED, AS PER NYS R314.4. D - • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / 3. PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND p - _ _ _ _ _ - /� ` �Y1 STOOPS (WHEN APPLICABLE) PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. - w I I I • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN.FOR W HEIGHT OF ALL b SLAB (WHEN APPLICABLE) HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS - - - - - - - - - - - - - - - - -L - - - - -- - - - - - - - - - - - - - S OPENINC75 TO BATHROOMS w/SHOWER OR TUB. HOEDOWN (FOUNDATION l'O IST FLOOR): 5. INSTALL ALL AS PER MANU. SPEC.'S 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR • O2 HOLDOWN 'D' A5 PER PAGE 6-Oo3 IN COMPLIANCE WITH LOCAL CODE UNDER-FLOOR ❑� ❑� ❑� ❑� ❑� ❑� OI6"x5" DEEP P. GONG. CONTINUOUS FOOTING O EXISTING WINDOW NOTE: VENTILATION 3 AS PER DETAIL I/A-401 (TYP.) 1O I. EXI5TIN6 2'-6"xl'-2" BASEMENT CASEMENT WINDOW. FLOOR AREA 242 S.F. EXISTIN6 EXHAUST FAN INSTALLED IN LOCATIONS WHERE L FOUNDATION WALL OPENING: II VENTILATION 15 NOT MET BY MEANS OF NATURAL % REO. S.F. PROV. I 1_ O I. 5'-O"x7'-O" MASONRY OPEENIN6 IN FOUNDATION CIRCULATION THROUGH WINDOWS OR DOORS TO 2 2.SEE NOTED DETAIL OUTDOOR SPACES AS PER NYS MECH. CODE SECTION VENT (.& S 2.0 S.F. UNDER-FLOOR AREA VENTS 403.3.2.3; INSTALL A5 PER MANU. SPECS REQ'D r n _ _ _ O NEW VENT w/MIN. I S.F. NET VENTILATION OPENING PER EXISTING WOODNINYL FLOOR: _ _ _ _ _ _ 2020 IRG R40&; INSTALL AS PER MANU. SPECS WITHIN 12 I. EXISTIN6 FLOORING INSTALLED UPON EXISTIN6 / { EXIST. WOOD DECK ABOVE 3'-0" OF BUILDING CORNERS BASEMENT SLAB. PAD FOOTING NEW EGRESS WELL: `t b'Nry - O I6 xlb'xI2 DEEP P. GONG. PAID FOOTING AS PER I. CONVERT EXI5TIN6 BILGO DOOR OPENING TO NEW � / _ ' �i � EXIST. 13 DETAIL X-A/XXX. EGRESS WELL. PROVIDE FIXED LADDER AND / / m -�' WINE CELLAR I 6:_6 6:_Q: 75 TYP. STL. COL.: CUSTOM COVER WITH HINGED ACCESS HATCH FOR 2 O 40.5 50.FT.SEE NOTED DETAIL AS PER PLAN EGRESS. ACCESS HATCH SHALL MAINTAIN FREE / - J I L - - - - - - _ _ EGRESS AT ALL TIMES. I < F - - EXIST. I a 6 2Qx6� HALF-BATH - A-401 54.1 SOFT. O WALL IN-FILL N 12 o u� m a NEW _ 6 w 11 STORAGE m 1 72.2. SOFT. dJ ATER T 10 SOLUTION 12 p 0+1 ❑ ❑TANKS L ❑ FL LOCATION , ® J 6�i I 5'4/2" 10'-I" �� O N � 6 6 N - m PROPOSED STORAGE , ❑ rQ� 8 \ 242.3 SQ.FT. to � -I - PROP. \`O EX. l POURED CONCRETE AND STEEL REINFORCEMENT NOTES: UNHEATED 4 It ELEV • O W/H UNFINISHED I EXIST, MECH. - EXIST. I w 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT 6 5M/GO EXIST, MECH. 10 _ FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND - - 8 II GLG. HGT. ROOM EXIST. EX. O '76.01 SOFT. _ OIL ROOMH 0 DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. m Kl NUf:5- rcma►n I 26.4 Sa.FT. FURN. 20.73 Sa.FT. s 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION I.1C1TtY1151tc� tj2 �' Lu SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR I P ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER C� +6O EX. J ENCOUNTERED. � m A/C / w 6 m UNIT g 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. 001 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT - / V 26 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. ° ' I 4 ❑� ❑� ❑� O W Q 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED 7'-3" �I' 7'-1" CARBON STEEL ASTMA6I5 GRADE 60. WWM FOR SLABS DO NOT ELEG. •D 3Qxb$ NEED TO BE EPDXY COATED. 7'-4" PANELS 6 1 1 7-6 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS `� w EXIST. BASEMENT SHALL BE STA56ERED. 6 _ Q FINISHED d HEATED 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN ❑� �'--�10"OGLG. HGT. 2Ll 13 j-'t PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, �p PROJECT: COVERAGES, AND PLUMBNE55. /5. CEMENT SHALL CONFORM TO A5TM G-53 FOR STANDARD WEIGHTCONCRETE. _ K R ESTI N _ EXIST. Ln_ RESIDENCE to EXIST. CARPENTRY 4'-3"- P GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE cV STORAGE 12'-I° ROOM 1041.1 SQ.FT. 0 'I` 2451 SOPT. 2- 1. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF - A-301 3'-p" i 8'-II" GLG. HGT. A-301 CONCRETE IN TEMPERATURES UNDER 45 F IF THAT TEMPERATURE HAS BEEN SUSTAINED FOR A 2-- HOUR PERIOD OR MORE. \ O m 790 INDIAN NECK LANE 2. SPEGIFIGITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 2 \ \ 12 EXIST. 10 \ \� OIL PECONIC, NY 11958 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL CONFORM TO AGI 506. \ 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / \ (Z rn O DRAWING TITLE: SURFACES. FROZEN &ROUND MAY BE REMOVED OR HEATED TO PROPOSED FOUNDATION PLAN TEMPERATURES WITHIN 10° F OF CONCRETE. I - - - - - - - - - - - 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. REMOVE ASREOV. - - - - - - - - - - - - - - - - - - - - - - - - 2'-5" 6. THE USE OF HEAT BLANKETS OR: ELECTRIC, BLANKETS ARE PERMITTED WHEN NECESSARY. 6-I 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER EXIST. WOOD DECK ABOVE AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. I PAGE: 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 9. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE ❑'7 - - - � 7 - - - - - - - - - E � 7 10 . ®o PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 (ASTM G4414/G494M, TYPES G AND E). �� ❑� - - - a� - - - - - - - - - -�a�- - 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GRO55 SECTIONAL AREAS EXCEED ONE SQUARE INCH. D - - 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED 1 - - - DATE: 03/11/24 8 OF 19 TO REPEATED FREEZING AND THAWING UNTIL GONGR=TE HAS REACHED A COMPRESSIVE STRENGTH OF 600 PSI. 12. PLACEMENT TEMPERATURES SHALL CONFORM To AGI 506. i.F PROPOSED FOUNDATION PLAN 1,15l S.E. HAB17ABLE Si=�4GE; 2,315.I SF. OROSS AREA SCALE: I/4" = I'-o" Q OENERAL EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. Ld WHEN APPLICABLE) EXISTING TO REMAIN J Q .{ NEW WOOD FRAME (L.G, NEW FOUNDATION WALL I----`I 5TL. WHEN APPLICABLE) Q N 11 � L0 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V 10 WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O . CO O POST FOR b" WALLS), U.O.N. .�, 04 } NEW 2-HR FIRE RATED L.. WOOD FRAME (L.G. 5TL. O C LC) z WHEN APPLICABLE) 0- Q (V 0 0 1 FLOOR PLAN NOTES p O ' cD m � DOOR NOTE: +' N -1-0NEW LAUNDRY ROOM: O I. INSTALL NEW INTERIOR DOORS ^1HEN GALLED OUT C O 1 ON PLANS BY 'JELD-WEN' (OR EQUAL). O5 I. NEW WASH / DRY HOOK UP Q :20 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2•COORDINATE LAUND. ROOM d DOOR DIM.'s w/SIZE OF EQUIP. ON PLANS BY 'THERMATRU' (OR EQUAL). 3. NOTE DOES NOT INDICATE EACH NEW DOOR 3.PROVIDE HOOK UPS AS REQ'S PER MANU. PROPOSED;SEE DESIGNATIONS d DOOR 50HEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALL5,U.O.N. DRYER EXHAUST NOTE: 5. INSTALL AS PER MANU 5PEG.'s I. DUCT SHALL TERMINATE TO EXTERIOR WALL 6.PROVIDE (2) 2"xIO" HDR., U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 1. SEE PAGE 6- FOR ALL OTI fER FRAMING OPF-NIN05 D o ELEMENTS AROUND DOORS (TYF'. FOR ALL) U.O.N. 3.DUCT SIZE A5 PER MANU. , 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER SMOKE DETECTOR / CO DETECTOR NOTES: 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN - O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SMOKE /CARBON MONOXIDE COMBINATION DETECTOR n 1 SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO p rn QJ HARD WIRED TO EACH OTHER W BATTERY BACKUP. EXCEED & FEET AND SHALL BE LISTED AND LABELED O X 2.INTERCONNECTION BETWEEN NEhI d EXISTING DEVICES IN ACCORDANCE WITH UL 2158A. -Nj 4j SHALL NOT BE REQUIRED WHERE: EXISTING ALARMS 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK R101D ARE NOT INTERCONNECTED, A5 PER NYS R314.4. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. F- HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS SCREWS i EXIST. "!. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER r' DOWN � l d OPENINGS TO BATHROOMS w/SHOWER OR TUB. LOCATION TO THE WALL OR ROOF TERMINATION. THE v 5. INSTALL ALL AS PER MANU. SPEC.'s MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° 5'-8" 7'-I" MODIFIED IN COMPLIANCE WITH LOCAL CODE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES WINDOW NOTE: NOT INCLUDE THE TRANSITION DUCT. j WOOD D572.5 50E�K �3 I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN CASEMENT, DOUBLE-HUNG, OR 6'-IDING (AS NOTED). NEW EXHAUST FAN TO BE INSTALLED AND IN LOCATIONS �J J INSTALL AS PER MANU. SPEG.'5. O WHERE VENTILATION 15 NOT MET BY MEANS OF NATURAL 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; CIRCULATION THROUGH WINDOWS OR DOORS TO SEE DESIGNATIONS d WINDOW SCHEDULE. OUTDOOR SPACES AS PER NYS MECH. CODE SECTION 5 EXIST, LL11__ 3. FOR SUBSTITUTIONS, SEE NOTE #4 IN "6LA55 WINDOW5 405.5.2.5; INSTALL AS PER MANU. SPECS MUM101 OOM AND DOORS" ON PAGE 6-002. r 85.8RSQ FT. 4.ALL CASEMENT WINDOWS TO HAVE S7RAI6H7 ARM HINGE. NEW ATTIC AGGE55 - PULL DOWN STAIR: 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH O I. MIN. 350 # CAPACITY A b.6 GENERAL, TEMP. 6L. SHALL 8E PROVIDED: 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") 6.1. FOR ALL SKYLIGHTS d OPERABLE PANELS OF 3 I O 5WIN61N6, SLIDING, d BIF°OLD DOORS 3.O.i5 HR FIRE RATED 4.DBL. FRAMING WHEN NEW OPENING L _j 6.2. WITHIN 18" OF F.F. r \� 6.5. WITHIN 24" OF A DOOR 5. WEATHERSTRIP AGGE55 OPENING d PROVIDE R-49 PROP b 6.4. WITHIN STAIRWAYS d WIT'HIN 56" OF A LANDING INSULATION ABOVE w/kV. FR. (OR EQ.) BAFFLE OR = LAUNDRY F 6.5. WITHIN TUB/SHOWER ENCLOSURES RETAINER TO PREVENT INSULATION FROM ENTERING T 6.6. SEE ALSO GENERAL N07'E5 ON PAGE 6-002 DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 iv ROOM O -7. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE - 65.2 SQ.FT. 103 N WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM THERMAL ENVELOPE OF BUILDING). I to (2) 2"xIO" HEADER U.O.N. b.INSTALL AS PER MANU. SPEG.'s �? O WIN. 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 7. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 4'-6" 2'-O° EXIST. NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HE 5 BATHROOM +I +I �BO� LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN -72" NEW FLOOR: V-lq ABOVE GRADE OR THE ADJAGE:NT SURFACE AT THE OO I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE d SCREN; 102 d, F 45.1 5[i.FT. _ L EXIST. BUILDING EXTERIOR. SCREW PERIMETER OF SHEATHING b" O.G. d 12" O.G. ® - - _ �I tt1 N cv PROP. SUNROOM 2.NEW INTERIOR. SHED FLOOR TO MATCH EXISTING D PANTRY O V 133.8 SQ.FT. EGRESS NOTE: VENT b" 5'-b" 93 ® tu 0 IN COMPLIANCE WITH NEW YORK STATE BUILDING O CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF NEW TILE FLOOR: CENTER I. NEW TILE FINISH (H.O. TO SELECT) UPON J EGRESS SHALL BE FOLLOWED: O UPPERS _ _ _ EXIST. LIVING w 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON NET CLEAR OPENIN5........... 5.7 S.F. 3. NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON - Iq,-I„ O O O - _ ROOM C� 30" REF. OO OO © - - - 344.5 SOFT. - NET CLEAR HEIGHT............... 24" MINIMUM 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE d SOREN); r- - b NET CLEAR WIDTH....... . 4'-6' 3-�" d) O u ......... 20 MINIMUM SCREW PERIMETER OF SHEATHING b" O.G. d 12" O.G. ® � 36" RANGE 30"�O +I � - ' INTERIOR. _ ~ EXIST, O TYPICAL BATHROOM NOTE: B = `r PROP. ® X 4 I. WALL BOARD - W.I.G. NEW A/G ZONE: 3'-6" a O' 4'-'I" <- - W 48.3 Sa.Fr. I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 10 I. ADD NEW A/C ZONE IN MASTER BEDROOMS 3 m MODIFIED `r ELEV. u� tt NATURAL LIGHT 6 ALL BATHROOMS KITCHEN I EXIST. IST• o BATHROOM AREA 330.2 SQ.Fr. VENTILATION BATHROOM 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 2.CONNECT TO EXISTING A/C UNIT d CONDENSER J N I FLOOR TUB SURROUNDS 3.INSTALL AS PER MANU. SPECS --- - X O 544 S.F. 2. 5HOWER FLOORS nl _ 3 7-10" CLG. H6T w 0 AREA aa.l 50.Fr. 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON O o B S.F. RE0. S.F. PROV. 2.2. CONCRETE MUD-SET (SLOPE 115" PER FOOT NEW EGRESS WELL: TOWARDS DRAIN) UPON II 1. CONVERT EXISTING BILOO DOOR OPENING TO NEW - - - - _ _ - LIGHT 43.5 S.F. 4�.8 S.F. EORE55 WELL. PROVIDE FIXED LADDER AND READ 2.5. WATER PROOF MEMBRANE: TO COVER SHOWER CUSTOM HINGED COVER TO ALLOW FOR EGRESS. _ _ N FLOOR, WRAP DRAIN d ATLEAST 18' UP WALL5 AGGE55 HATCH SHALL MAINTAIN FREE EGRESS AT DW i' VENT 21.5 S.F. 26.a S.F. �- - O O w 3. 5HOWER NICHE ALL TIMES AND NOT REQUIRE KEYS, TOOLS, OR 5.1. NEW SHOWER NICHE 24"W x 12"H x 3.5"D 3 -`� 2 SPECIAL KNOWLEDGE TO OPERATE. i 8 V ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-003" FOR NAILING S STRAPPING DETAILS. B m I EXIST. SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER BAR EXIST. II FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER O 8'-O" 13'-O" GL. - - _ - TO SQ.FT. UPPERS d� UPPERS / WINDOW CHART m LL' Lu EGRE55 - - - 3 L W CLEAR LIGHT VENT 1L_ ROUGH OPENING WINDOW DIMENSION 0 N OPENING PROV. PROV. G TAG TYPE MODEL # TEMP, v PROJECT: �WIDTH REQ'D: 20" PER PER - L21'-O" WIDTH HEIGHT WIDTH HEIGHT HEIGHT REQ'D:24" UNIT UNIT 3 OPEN REO'D: 5.'1 S.F 8 EXIST. \ K R ESTI N A (2) DOUBLE HUNG VgDH2O52 2'-2 V8" 3'-4 V8" 2'-1 5/8" V-4 V8" 4.21 2.45 in C EXIST. GREAT BEDROOM 1� ROOM 306.5 50.FT. RESIDENCE DOUBLE HUNG V4DH21052 V8� 3'-4 V8" �F 2'-II 5/8" 3'-4 V8" SEE 6.42 3.62 A-501 G MODIF ED A-3OI 161.4 SQ.FT. 2- _77 I S DINING ROOM G (b) DOUBLE HUNG VlDH2O410 21-2 VBII 5'-O V8 2-I 5/e 5-0 VS 6.84 3 214'e sc'FT' �� 2' G 790 INDIAN NECK LANE D (2) GA5EMENT OXI4 i�-8 4-0 V,- 2-"I V2 .4'-0" 'L7 5.1 7.'i , PECONIC, NY 11958 IT-0 E (U TRANSOM W7RI81"7 1'-10 Va.- I'-9 "VS" I'-Q 5/8" i'-9 5/I6" I.15T_ CNT - % F__ 77L7 F(I) W. ASEMEHORIZ MULL� GXWI35 F37_0 I/2" 3'-5 3/8" 2'-II 15/Ib" L5-4' 13/16" 6.4 6.15 6.4 3 DRAWING TITLE: PROPOSED FIRST FLOOR PLAN DOOR 5GHEDULE EXIST. DOOR MATERIAL WOOD DECK q) FIRE 545.2 SOFT. TAG DESCRIPTION �, MANUFACTURER p NOTES NS ID PAGE: WIDTH HEIGHT p w I' 45 RATIRATED ~ �S N SELF-CLO51N6 w Q FIRST FLOOR A-105m00 r�u 101 SINGLE THERMATRU 3'-O" 6'-V 102 DOUBLE JELD-WEN 2'-O" 6'-8" • .�' � � ti ,1 ly �' r� ` DATE: 03/11/24 9 OF 19 105 POCKET JELD-WEN 3-O 6-8 • t SECOND FLOOR i< �• �t;� 1 3 201 DOUBLE THERMATRU 2'-6" b'-8" �� • ", µ ,`� '� 2 8"02 SINGLE JELD-WEN 2'-6" b'- • � �` ;( Fr `S.` L f., 1 �`` i�RO 'OSD I RSTLOOfi� PLAN �, r ; 6 205 SINGLE JELD-WEN 2,565.1 S.F. HA517ASLE SF ACE; 2,365.1 S.F. GROSS AREA SCALE: I/4" - I'-o" , 204 SINGLE JELD-WEN 2'-6" 6'-8" 205 SINGLE JELD-WEN 2'-b" 6'-8" �� ` p'� � 7_ N� 206 SINGLE JELD-WEN 2'-0" 6'-8" 20-1 SINGLE-� JELD-WEN 2'-6" Q _ OENERAL EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. Ld WHEN APPLICABLE) Ld J v EXISTING TO REMAIN .-{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL �`----1 5TL. WHEN APPLICABLE) Q N .c NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL � O � O El' WOOD FRAME (L.G. ST'L. POST FOR 4" WALLS `� CO WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O .D � O POST FOR b" WALLS), U.O.N. N • I NEW 2-HR FIRE RATED L L0 It WOOD FRAME (L.G. 5TL. 0 C z WHEN APPLICABLE) 0- ✓J "N >1 o I FLOOR PLAN NOTES 0 00 m DOOR NOTE: + +' OI I. INSTALL NEW 1. NEW WASH/DRY HOOK UP INTERIOR DOORS WHEN GALLED OUT O NEW LAUNDRY ROOM: +C N p O ON PLANS BY 'JELD-WEN' (OR EQUAL). Q O CL :20 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2•COORDINATE LAUND. ROOM d DOOR DIM.'s ON PLANS BY 'THERMATRU' (OR EQUAL). 3 w/.PROVISIZ V OF EQUIP.DE HOOK UPS AS REQ'S PER MANU. Q) 3. NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DESIGNATIONS $ DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS, U.O.N. DRYER EXHAUST NOTE: . INSTALL AS PER MANU SPEG.'s I. DUCT SHALL TERMINATE TO EXTERIOR WALL 5 5.PROVIDES PER HDR.,U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0 FROM ANY 7. SEE PAGE 6-003 FOR ALL OTHER FRAMING OPENINGS 7. ELEMENTS AROUND DOORS ("'. FOR ALL) U.O.N. 3. DUCT SIZE PER MANU. 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER D SMOKE DETECTOR / GO DETECTOR NOTES: 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN U O 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED M O SMOKE /CARBON MONOXIDE COMBINATION DETECTOR CONNECT THE DRYER 51 THE EXHAUST DUCT SYSTEM n l W HARD WIRED TO EACH OTHER ri/BATTERY BACKUP. SHALL BE LIMITED D SINGLE LENGTHS, NOT TO �lJ L L_I 2.INTERCONNECTION BETWEEN NEkq 6 EXISTING DEVICES EXCEED 8 FEET AND SHALL BE LISTED AND LABELED SHALL NOT BE REQUIRED WHERE EXISTING ALARMS E ACCORDANCE WITH UL MIN --�J ARE NOT INTERCONNECTED, AS PER NYS R314.4. 6.EXHAUST DUCTS SHALL BE MIN SURFACES THK RI6OI 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS PER GENERAL ELECTRICAL NOS ES ON PAGE 6-0, A RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 4.SMOKE / CO DETECTORS TO MAINTAIN V MIN. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL SCREWS HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUGT5 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER w/ R _ _ _ _ _ _ _ _ _ _ _ _ _ _ / / ` b OPENINGS TO BATHROOMS SHOWER O TUB. LOCATION TO THE WALL OR ROOF TERMINATION. THE v 5. INSTALL ALL AS PER MANU. 5PEC.'5 MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 (o.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° IN COMPLIANCE WITH LOCAL CODE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES WINDOW NOTE: NOT INCLUDE THE TRANSITION DUCT. O3 I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN CASEMENT, DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). NEW EXHAUST FAN TO BE INSTALLED AND IN LOCATIONS V ) INSTALL AS PER MANU. SPEC.'S. O WHERE VENTILATION 15 NOT MET BY MEANS OF NATURAL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - nW l 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; CIRCULATION THROUGH WINDOWS OR DOORS TO FIRST FLOOR OUTLINE SEE DESIGNATIONS $ WINDOW SCHEDULE. OUTDOOR SPACES AS PER NYS MECH. CODE SECTION n 3.FOR SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS 405.5.2.5; INSTALL AS PER MANU. SPEG5 AND DOORS" ON PAGE 6-002. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HNOE. NEW ATTIC ACCESS - PULL DOWN STAIR: 5. ALL DOUBLE HUNG WINDOW5 TO BE TILT WASH O 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: I. MIN. 350 CAPACITY 6.1. FOR ALL SKYLIGHTS d OPERABLE PANELS OF 2.SIZE TO FIT MECH. EGH. EQUIP. THRU OPENING (MIN. 22"x30"9 SW DBL IN61N6, SLIDING, d BIFOLD DOORS 3. HR FIRE RATED 6.2. WITHIN IS" OF F.F. 4.DBL. FRAMING WHEN NEW OPENING 6.5. WITHIN 24" OF A DOOR 5. WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q 6.4. WITHIN STAIRWAYS d WITHIN 36" OF A LANDING INSULATION ABOVE w/ WD. FR. (OR EQ.) BAFFLE OR 6.5. WITHIN TUB/SHOWER ENCLOSURES RETAINER TO PREVENT INSULATION FROM ENTERING 6.6. SEE AL50 GENERAL NOTES ON PACE 0-002 DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 7. SEE PACE 6-005 FOR FRAMIN9 ELEMENTS AROUND (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM THERMAL ENVELOPE OF BUILDING). (2) 2"xlO" HEADER U.O.N. b.INSTALL AS PER MANU. SPEG.'s 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 7. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. NY5 R3I2.2 FOR OPERABLE WINDOWS WITH SILL HEI6HT5 LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN 72 NEW FLOOR: ABOVE GRADE OR THE ADJACENT SURFACE AT THE O I. NEW i" PLYWOOD SUBFLOOR BENEATH (GLUE $ SCREW); BUILDING EXTERIOR. SCREW PERIMETER OF SHEATHING 6" O.G. $ 12" O.G. ® OPEN BELOW INTERIOR. - EGRESS NOTE: 2• NEW FINISHED FLOOR TO MATCH EXISTING IN COMPLIANCE WITH NEW YORK STATE- BUILDING A-401 . NATURAL LIGHT _~ NEW TILE FLOOR: GORE, SECTION R310.2.1;THE FOLI_OWIN6 MEANS OF O VENTILATION ry tt m EXIST. I. NEW TILE FINISH (H.O. TO SELECT) UPON i , PROP. EGRESS SHALL BE FOLLOWED: 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON FLOOR I PROPOSED AREA `t ELEV. . 220 S.F NET CLEAR OPENING........... 5.7 S.F. 3. NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON Q 34.0 SQ.FT. NET CLEAR HEIGHT............... 24" MINIMUM 4.NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); DECK 3 S.F. REO. S.F. PROV. tu NET CLEAR WIDTH................. 20" MINIMUM SCREW PERIMETER OF SHEATHING b" O.G. 8 12" O.G. ® 110.6 SOFT. LIGHT INTERIOR. C REQ,D 17.6 S.F. 37.7 S.F. MODIFIED s TYPICAL BATHROOM NOTE: O I. WALL BOARD NEW A/C ZONE: �O,D 8.8 S.F. 45.0 S.F. 2O2 _ 7 HALLWAY EXIST. I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 10 I. ADD NEW A/G ZONE IN MASTER BEDROOM 3 dJ ALL BATHROOMS - ' TEM 122.b SOFT. 5m/co BATHROOM AREA i- - Q• n 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 2.CONNECT TO EXISTING A/G UNIT b CONDENSER ;fl �� - EXIST. �O 5 TUB SURROUNDS 3.INSTALL AS PER MANU. 5PE05 - - I • / V v 5M/GO SM/GO 2. SHOWER FLOORS i0 D � 201 5 /GO 8'-q" 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON Q NEW E6RE55 WELL: 0 Q 4 2 EXIST. N 2.2. CONCRETE MUD-SET (SLOPE 115" PER FOOT cV 3'_7� 4'_q', N (- I. CONVERT EXISTING BILCO DOOR OPENING TO NEW MODIFIED - TOWARD5 DRAIN) UPON II I 2 EXIST. CL. MODIFIED EGRESS WELL. PROVIDE FIXED LADDER AND _ BEDROOM SM/GO 2.5. WATER PROOF MEMBRANE TO COVER SHOWER GL. 5.8 SOFT. BEDROOM CUSTOM HINGED COVER TO ALLOW FOR EGRESS. 0 22C.o 5Q.FT. FLOOR, WRAP DRAIN d ATLEAST 15" UP WALLS AGGE55 HATCH SHALL MAINTAIN FREE EGRESS AT ® „ 0 - I`-2'-O"-�Y l.4 SQ.FT. 145.2 SQ.FT. lU W 3. 5HOWER NICHE dJ 8-1H GLG. 5.1. NEW SHOWER NICHE 24"W x 12"H x 3.5"D ALL TIMES AND NOT RTO OP KEYS, TOOLS, OR , HOT. ® - D O 1 SPECIAL KNOWLEDGE TO OPERATE. n 3 FL,` .T N t; 3 O v_ O ALL NEW WINDOWS SHALL BE ANDERSE'.N; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "5-003" FOR NAILING STRAPPING DETAILS. �; � , 8 - v SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER G l0 6 ,� EXIST. NATURAL LIGHT $ FINAL DIMENSIONS FOR FRAMING 01= WINDOWS To BE PROVIDED BY WINDOW MANUFACTURER BEDROOM VENTILATION i 0 MODIFIED 155.q 50.FT. WINDOW CHART 1 B 2T4HRROOM 206 " FLOOR 145 S.F. ?-5 EXIST. GLG. AREA -- - - 4 5_20 LU to b HGT.xlsr. S.F. REO. S.F. PROV.I- - _ O GLG. T. 4 p # ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT - m I 205 ,' F1�1 -ry RIEQD 11.6 S.F. 16.2 S.F. 2- OPENING PROV. PROV. 2- to T G TYPE MODEL TEMP. A m VENT WIDTH REQ'D: 20" PER PER i A-301 5.8 S.F. 15.4 S.F. PROJECT. - - 8 ! A-301 HF-16HT REQ'D:24" UNIT UNIT O s ROP. 4 6 _ READ WIDTH HEIGHT WIDTH HEIGHT OPEN REOV: 5.7 S.F 207 A (2) DOUBLE HUNG INDH2O32 2'-2 V8" 3'-4 7/8" IF 2'-1 5/8" 3'-4 VS" 4.21 2.48 6`�„ 8'-10" GLG. HOT. PROPOSED 4 O K R ESTI N BATHROOM C� U 6 O B (7) DOUBLE HUNG " , " " SEE 3 123.E SGt.FT - - RESIDENCE yVDH21032 VB, 3-4 V8 2-I 15/8 3-4 VB PLAN 6.42 3.62 8'-10" GLG. HGT. ® o-1 N Q PROPOSED >n ® `t + `� 3 FIN BATHROOM I �t G (6) DOUBLE HUNG VyDH2O410 2'-2 V8" 5'-O V8" 2'-I 5/8" 5'-0 VS" L 1 6.84 4.00 - - - 3 g 3 72.q So.f r 3 B I`-2'-O" 4'-8y2� B 4 q D (2) CASEMENT C OX14 2'-lb" 4'-01/2" 2'-7 V2" 4'-0" 7.7 7Fb.1 7.-t = 790 I N DIAN NECK LANE _;TEMP. TEMP. TEMP. - - - - - - PECONIC NY 11958 E (I) TRANSOM WTRI817 I'-10 V8" I'-9 7/8" I'-9 5/8" I,-,I 5/I6" 1.75 - 6,_�2„ 2,_�2„ 7'-1" 14'-7" 8'-7" II'-I" CASEMENT 6 3-5 1 3/8" -b" F(U W. HORIZ MULL C GXWI35 3-O I/2 2-II 15/I6" 3'-4 13/Ib" 6.4 .8 6.4 DRAWING TITLE: �I 16-4" 16'-6" PROPOSED SECOND FLOOR PLAN DOOR SCHEDULE 8'-3" 41'-4" 1 DOOR MATERIAL TAG DESCRIPTION MANUFACTURER p J FIRE NOTES Q N RATING PAGE: WIDTH HEIGHT 0 Q 3 Lu -145 MIN. RATED SELF-CLOSING FIRST FLOOR A-:106m00 101 SINGLE THERMATRU 3'-D" (0'-8" DATE: 03/11/24 10 OF 19 102 DOUBLE JELD-WEN 2'-O" 6'-8" • 105 POCKET JELD-WEN 3'-O" b'-8" I • �! SECOND FLOOR - - ---- 201 DOUBLE !i THERMATRU 2'-6" 6'-8" � - • 000 202 5INGLE JELD-WEN 2 b 6 8 • C� , o,., 203 5INGLE JELD-WEN 2'-6" 6'-8" • I FROFOSEI7 SEG0NO) FLOOR PLAN � 'e ;" SCALE: I/4" '-o"S.E. HAE3 ITAE3LE Si=AGE; 1,418,cl S.E. OR05 AREA 204 5INGLE JELD-WEN 2'-6" 6'-8" L� _ �- 205 5INGLE JELD-WEN 2'-6" 6'-8" • 206 5INGLE JELD-WEN 2'-O" 6'-8" • �� 207 51NGLE JELD-WEN 2'-6" 6'-8" ]I -* ;== ELEVATION 'NOTES Q OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM w CONSTRUCTION STANDARDS Lij 2. H.O. TO VERIFY FINAL COLOR 6 MATERIAL SELECTION IA I IA I IA I o BEFORE INSTALLATION FROF05ED RIDGE HEIGHT M ELEV. +32.7' —�- -- -—---- .�__ _' =r \ 12 w ++ IA ASPHALT ROOFING 5HINOL.E5, 51ZE 8 COLOR TO _ —_ a O MATCH EXISTING _��.--------_ ---- — ____' \ r' 0) TYPICAL SIDING: _ O I. SEE NOTE AT SUILDING SECTION FOR MINIMUM �� __- �� I IA r' 14 CONSTRUCTION STANDARDS EXIST. RIDGE HEIGHT ----_—_ _ \\ O 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION ELEV. +29.2' — BEFORE INSTALLATION 0 C In Z d- _-_ " -. v w rNj SHAKE SIDING, SIZE 8 COLOR, TO MATCH EXISTING = � -� \ \ 12 x0 U C CO 2B BOARD 8 BATTEN SIDING; 51ZE $ COLOR TBD _._.__ - -- ' i \\ 14 ri \ O Ln 3 O NEW 6" SEAMLESS GUTTER'S $ DOWNSPOUTS; 4< .- 2 o (COLOR) 4 (MATERIAL) (T1''P.) PROPOSED SECOND CEILING HEIGHT LEV. +21.1' TYPICAL 5/4"x4" 'AZEK' (OR EQ E O 1. PROVIDE AT ALL NINDOIWDOORS 2. PROVIDE AT FAGIAS w 5. PROVIDE J" X 10' AT BELLY BAND5 _! $ t NEW DRYER VENT ; SEE FLOOR PLAN NOTES Q \ ' HORIZ MULLION TO O FOR DETAILS SIMULATE DEL HUNG 2 — EXISTING SECOND CEILING HEIOHT� ELEV. +1a.7' --------- p 3' ONEW UNDER-FLOOR AREA VENTS; SEE ~ O M FOUNDATION PLAN FOR SIZING REQUIREMENTS -1 X Q A 2 W w r iv o O T.0 T. .. I� EXISTING SECOND FINISHED-FLOOR ELEV. +I2.3' O m � J F.F. EXISTING FIRST CEILING HEIGHT V J i- 1 o G IG O ELEV. FIRST FINISHED FLOOR NEE BASELINE (AVERAGE GRADE) ELEV. +0.0' NOR7HAF-ST ELEYA710N (FRONT) SCALE: 1/4" = 1'-0" IA I Fn- w O Lill � \ a \ ` o 2B 2 � PROJECT: 4 `\ KRESTI N RESIDENCE 2 i , 790 INDIAN NECK LANE �. PE CONIC, NY 11958 i r `\ I IA DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS 3 PAGE: A-201m00 ILA 1�� it DATE: 03/11/24 11 OF 19 'EMER", 011 = — I r O A P SOU7HNEST ELEVA710N (RIOHT SIDE) �:� 4 }„ ,, SCALE: I/4" = I'-O" � �. �� '�� ,.lo ELEVATION NOTES a O TYPICAL ROOFING: I IA Q I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS W 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION PROPOSED RIDGE HEIGHT Lu BEFORE INSTALLATION _—_—_—_—_—_ J co ASPHALT ROOFING SHINGLES, 51T_E 4 COLOR TO - - --- - - ------ --------------- - IA MATCH EXISTING - - - - ---- g .O W --- - -- - - �s-- - - - - = TYPICAL SIDING: -- - - - ----O _ O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM EXIST. RIDGE HEIGHT - — --- - -- 10 CONSTRUCTION STANDARDS _ c. -- - -- - - (D 2. H.O. TO VERIFY FINAL COLOR Al MATERIAL SELECTION ELEV. +2�i.2' -- --- - --- --- — �' } BEFORE INSTALLATION ---- - — _ _._.. . L ..».- O O N O co U,) --- -- -- ----- - _ ® SHAKE SIDING, SIZE 4 COLOR TO MATCH EXISTING - - X N 2B BOARD $ BATTEN SIDING; 51ZE 4! COLOR TBD ° ' ` ' - "- d- .__.m.� �__ _ - - - - N --- - Q o a O NEW b" 5EAMLE55 GUTTERS 4 DOWNSPOUTS; PROPOSED SECOND CEILING HEIGHT O (COLOR) 4 (MATERIAL) (TYP.) -----� - - - - _ - �.: ELEV. +21.1' +^ TYPICAL 5/4"x4" 'AZEK' FOR EQJ_ _ - O4 I. PROVIDE AT ALL WINDOVI/DOOPZS ` `--1� - - — - -�-_ 4 (D 2. PROVIDE J"xb" AT FAVA5 >n �- 5. PROVIDE J" X 10" AT BELLY BANDS -- ONEW DRYER VENT ; SEE FLOOR PLAN NOTES 5 FOR DETAILS EXI5TING SECOND CEILING HEIGHT -0 ELEV. ONEW UNDER-FLOOR AREA VENTS; 5EE N U O FOUNDATION PLAN FOR SIZING REaUIREMENTS ;� W Q — 12 EXISTIN SECOND FINISHED FLOOR - - - - I I G NIS m - - - -- -- ----- -- - - 2 2 EXISTING FIRST CEILING HEIGHT ELEV. +11.3' Q IOI 4 n 1 0 OA A Q 0 in i _10EX15T. FIRST FINISHED FLOOR ELEV. +3.5' -----� BASELINE (AVERAGE GRADE) PZZrZ-.I,.,ZlIzA rZIZZZZIZIIIII.ZEA E M 0= r//////.14, �! ; �: = I RE/zElm I ELEV. +O.O' SOUTHEAST ELEVATION (REAR) SCALE: 1/4" = 1'-0" I IA FN- 12 __ _ w PROJECT: K R ESTI N -_ - I IA RESIDENCE SIDEIVCE LL 790 INDIAN NECK LANEll1LLLILI�IL- - Il 11 lL-LLB ILI 201 U-1 IIiLiL PECONIC, NY 11958 �1---��W_1--�11-I �� _ 2 A Q IA I T. T. �J�J �� DRAWING TITLE: 4 12 _ I�I�LU LLI �.1 LULU �LI PROPOSED EXTERIOR ELEVATIONS ---- :— -- - - --- PAGE: 4 L�LI LE_LLL LU-1i 1ULL-LL -- --- L LLid 1 i L 2 LLLI� 1 �� ILL111 l�lL�j I 11�1�1�1- �11 4 L -1 IM 20m O A 1 11 -ITT O O B O 1L�, LI�J„ L11iL�' I1 1 Jul N„N. - �u�1- J 1 LOLL- LL_ILJ L L LLLLL Ll1 . _� ICI �U I!��I I`I �� 1 ll L= - Z DATE: 01/08/24 12 OF 19 LJ_Lfl_LLL_l1_JL_ 'l-1L1LLL I _11_lL11 �L�ILJLL' iLIL LILT L LL�LI-LjI_, J I ��lJ I �1 I_I 11 �IJ �'1L11�'�1� -I�- 1�-1L [ - l ! 1 1 JL P.F. ��EEtE�t LEE] y j- ii OL374Ill �® NORTHEAST ELEVA.7I ON (LEFT SCE)E) OF SCALE: 1/4" = I'-oil CONNECTION 'A' AS PER PAGE 6-005 BUILDING 5EGTION NOTES PROPOSED RIDGE HEIGHT _—_—_ 12 NEW RIDGE ELEV. +32.7' _----- d NEW ROOFING NOTE (TYP): Q O I. INSTALL NEW ASPHALT ROOFING 5HIN6LE5 12 � 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 1 W 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS 5.INSTALL 15 # BUILDING FELT N.O.N) OVER EXIST. RIDGE HEIGHT --_—_—_ \ J D 4.I/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) ELEV. +2ci.2' 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REOV) Q +_� N 6.PROVIDE RIDGE VENT(AS REOV) ,P` ai •O Lr) '1. FLASH ALL VALLEYS 8.INSTALL DRIP EDGE A5 REOV — Q' N 9. INSTALL ALL AS PER MANU. 5PE--G.'s = Q PROP. TYPICAL ROOF 8 CEILING CONSTRUCTION: p� ATTIC 'O�`P •� (.0�• UN-HEATED z O2 • NEW ROOFING AS NOTED Q-' UN-FINI5HED O O N O • 1/2" GDX PLYI,V SHEATHING (BLOCKING ® ALL PLYkO Q' �'I' a •� Lr) � SEAMS) ¢� .-- V • R.R. G.J., a G.T. AS NOTED ON PLANS (® SPANS OVER PROPOSED SECOND G_EILING_ HEIGHT Q 2 X = N V IN5TALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) l ELEV. +21,1' O � • PROVIDE R-49 BATT INSULATION WHEREVER ALLOYED PER ATTIC SPACE; IN ALL OTHER AREAS, PROVIDE T' _ +�' m •� Cfl \ PROP. G.T. AS PER PLAN O N 0 CD THK. SPRAY FOAM INSULATION (R-4a ® R-7/INCH) 0 1 • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES y a F- ® '- NEW EXTERIOR WALL CON5TRUGTION (TYP.): z Ou t • "T'fVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON • I/2" GDX PLYWD. 5HEATHINO (BI-OCKIN6 ® ALL PLYWD EXISTING SECOND_ GEIL_ING HEI6HT� z u SEAMS) UPON ELEV. +IQ.- ' p J 3 • 2"xb" 57UD5 0 16" O.G. w/DBL. TOP PLATE �_ MODIFIED PROP. • MIN. R-21 BATT INSULATION DL x BEDROOM W.I.G. 4 • 5/8" 6YP5UM BD. WALL FIN15H W Q p T w NEW SIDING NOTE (TYP): ' m 12 ~ O4 1. INSTALL NEW SHAKE SIDING r N Op 41 PrPN O C CONNECTION 'CI' AS ' J O �� 5FN PER PAGE 6-005 -T 2."TYVEK" HOUSE WRAP (OR EQUAL) EXISTING SECOND FINISHED FLOOR g P 5.INSTALL ALL AS PER MANU. SPEC.'S CONNECTION 'BI' AS EZ• �iW STUD TO FLOOR r 1 4.PROVIDE ALL NECESSARY TRIM FOR PROPER ELEV. +12.3 ` PER PAGE G-003 SOP in r v INSTALLATION Q tV NEW R.R. TO G.J. P 2 5. 51DINO SHALL EXTEND TO TOP OF FOUNDATION WALL - (`IL/) - m ' TYPICAL FLOOR CONSTRUCTION, PROP. F.J. AS PER PLAN --- O I. FINISH FLOORING TO SELECT 2, 5/4" Tt6 COX PLYWD. SUBFLOOR GLUED b SCREWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL EXISTING FIRST GEILIN6 HEIGHT 'X' BRACE ® MID5PAN ELEV _ _ . +11.5- MODIFIED 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST PROP. KITCHEN tf FLOOR AND FOUNDATION) LAUNDRY MODIFIED x 5. 2" THK. THK. SPRAY FOAM AT BLD . PERIMETER RIM JOISTS - DINING ROOM W o ROOM —J 5A NEW WOOD FLOOR: — •(—� I. NEW WOOD FLOORING TO MATCH EXISTING EXIST. FIRST FINISHED FLOOR j 'i 5 5B 5 5A r �' W NEW TILE FLOOR: ELEV. +5.5' ---- �� — Q 5B 1. NEW TILE FINISH (H.O. TO 5ELEGT) UPON 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON — PROP. F.J. AS PER PLAN 5.NEW " DUROCK GEMENTBOARD (OR EQUAL) UPON 4.NEW " Td G PLYWOOD SUBFLOOR BASELINE (AVERAGE GRADE) - - - . • • - ELEV. +O.O' I j [0 PEP, PArvE CONNECTION 'DI' AS PROPOSED u 003 EXIST. NEW STUD TO I I STORAGE n n STORAGE FLOOR ASSEMBLY I � I o �JI ILJI - I I I BASEMENT FINISHED FLOOR ELEV. -6.5' A-401 — — -- — — — — — — — — — — — — — — — — — — _ _ — — -- — — — 1 SEOT I ON 1 -1/A-501 CONNECTION 'A' A5 CONNECTION 'A' AS PER PAGE 6-005 PER PAGE 6-005 NEW RIDGE NEW RIDGE PROP. RIDGE AS PER PLAN 12 ^ \ 12 14 Z EXIST. RIDGE A5 PER PLAN �P� A� EXIST. RIDGE AS PER PLAN PROP. S PROP Q' ATTIC \ ¢ ATTIC _ �\ ¢ UN-HEATED �� ¢ UN-HEATED �P Q¢OQ UN-FINISHEDQ¢OQ UN-FINISHED �\ w 12 a 3 �sPR )P. G.J. AS PER PLAN � 2 \� PROJECT: PROP. EXIST. G.J. AS PER PLAN � 5-O BATHROOM K R EST I N 3 RESIDENCE 4PROP, O W.I.G. PROP. EXIST. EXIST. BATHROOM BEDROOM BEDROOM 790 INDIAN NECK LANE CONNECTION PER PAGE 6 005 PECONIC NY 11958 NEW STUD TO FLOOR sT R� DRAWING TITLE: s EXIST. F.J. AS PER PLAN - PROP. F.J. �EX15T. G.J. _ BUILDING SECTIONS A-401 p MODIFIED _ XIST. EXIST. EXIST. i - - DINNING ROOM GREA T ROOM HAL WAY BEDROOM LJ PAGE. A IOU CONNECTION 'DI' AS 5 5A A-30 �L■ Oo PER PAGE 6-005 _ NEW STUD TO FLOOR ASSEMBLY I ATE O �O �Z4 13 EXIST. F.J. AS PER PLAN i I v t EXIST. EXIST P OP. EXIST. BASEMENT CARPENTRY ST RAGE STORAGE , . FINISHED 8 C t� I ED 8 ROOM FINISH ' pa e• df � HEATED b 4 HEATED Ee.. ew 4�1 � t F . e - „ I I - i - - -�— — - - -- — — — — — — — — — — — — - - - - - - - - -- — -- - - - - - - - - - - — OF �G SEOTION 2-2 /A-301 5GALE: 1/4" = I'-O" 2'-0" LAP a PROVIDE 3" (MIN) GONG. C:OVER (7Yf ) Q OF ALL REBAR WITHIN P. GONG. FOUND. WALLS $ P. GONG. FTC'5. PROVIDE STRAPPING $ NAILING ALL EDGES OF ROOF NOT PROTECTED BY Q AS PER CONNECTION 'D' IN COPING REQUIRE CALV. DRIP STOP EDGE. LJJ "TYPICAL NAILING/STRAPPING -------- ILLI -- -- --,� PEDESTAL SYSTEM OR P.T. TAPERED .J PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, cu 5LEEPER5 TO PROVIDE A LEVEL ('7 BETWEEN CAVITIES SHEAR, $ LATERAL RE515TANGE I I II SURFACE FOR DEGKIN6. NOTCH OR CV PER ENERGY TABLE ON PAGE 6-005 ® EA. 5TUD. I Q (WHEN APPLICABLE) I I INSTALL ON SPACER TO ALLO FO �C ---------_ ALLOW FOP,THE PASSAGE OF WATER. Q � DUROLA M ROOF ITE FLOOR SYSTEM AS NEW (2) 2"x6" P.T. SILL PLATES I I I II MEMBRANEH(OR EOUAL),�NSTALLATION, O -� r- O NOTED ON PLAN UPON SILL SEAL UPON COPPER I I I �I LAPPING OF SEAMS, AND SEALING OF >' TERMITE SHIELD ————_— —— ——-I I—— EPDM MEMBRANE TO TAPERED i z i II INSULATION AS PPITCHATO &UTTER. 0- Ln ,[ O NEW 5/8"-P HOOKED ANCHOR I I GUARD RAIL INSTALLED PER •� L BOLTS ® 3q" O.G. W 3" 50UARE (I I I PERIMETER OF ROOF INSULATION 6UARD RAIL I STALLED. T U WASHER d ENDNUT #5 REBAR (TYP) Q I N WRAPPED IN VAPOR BARRIER LASH AS REO. TO MAINTAIN o x0 4 i #5 BENT I I I I TAPERED POLYI50. FOAM INSULATION WATERPROOF SEAL. MIN 36" -c O m a-+ C9 I A.F.F. 4-J REBAR (TYPJ i �- I I PITCHED TO DRAIN I/4:12 APPROX a-' nj L0 t Y4 I j I I NEW " THK. PLYWOOD D Q 0 a O ROOF DEGKIN6 OOF DEGKIN6, SPEC TED. P.T. BLOCKING LEAVE I" MIN . 11 i I 6AP FOR DRAINAGE II I I 00000 6ALV. DRIP-STOP EDGE 'll, I I I j °' GRADE II° i 8 CUTTER AS SPECIFIED. dl 1I TRIPLE J015T AT PERIMETER -I-� 70 CORNER CONNECTION TO SECURE GUARDRAIL. II e U . — #6 HOOKED VERT. I�, NEW " THK. GYP.BD. /� ` REBAR 632" O.G. II. ° PROVIDE INSULATION BETWEEN CAVITIES � wM . .II PER ENERGY TABLE (WHEN APPLICABLE) ° #5 REBAR (TYPJ 2-O LAP I ASPHALTIC DAMP l : a — — -- (TYP) ROOF RAFTERS AS NOTED ON PLAN PROOFING TO EXTERIOR 11 II I I I FLAT ROOF PE7A I L I�---------- --_------_ ---}i-------- A-401.00 •- Ii SCALE: I" I'-O" Q P. GONG. FOUND. WALL (MIN. 4,000 PSU 9� —�— _—_—_---=I�---IL---II------ W I I #4 HOR. CONT. REBAR ® II _ ( — J D� I I li #5 BENT TOP, MIDDLE 'THIRDS, d it REBAR (TYP) BOTTOM OF WALL (4 TOTAL) P. GONG. CONT. FT6. II I I (MIN. 4,000 PSI)- (5) #5 HOR. CONT. REBAR 4" P. GONG. SLAB Ir <II-L4 11 I 6 MIL. POLY. ) '}' ( - 'T' GONNEGTI ON M015TURE RETARDER I _ 4" GRAVEL BASE" 3" _ — 3"11 ri OV. GLEAN !- I 141 23 OilRLi� DT IL MPACT FILL A-401.00 = SCALE. 3/4" I OI" I FOUNrI )A710N MALL I7E:7A I L A-401.00 50ALE: 5/4" = I'-O" z w O V> w Q C] PROJECT: KRESTIN RESIDENCE 790 INDIAN NECK LANE PECONIC, NY 11958 DRAWING TITLE: DESIGN DETAILS PAGE: A-14 0 3'.. 0 0 1 DATE: 01/08/24 14 OF 19 4. OF t' y OEI ` ERAL 5 I IN O50L ICE I : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT,F- J Py00D FRAME (L.G. 5TL. Q EX15TINO TO REMAIN WHEN APPLICABLE) 0 E---I LLj NEW WOOD FRAME (L..G. NEW FOUNDATION WALL J O f—� STL. WHEN APPLICABLE) 11 m NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V Q Lo N WOOD FRAME (L.G. 5TL. ® P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL O O � � F05T FOR (5" WALLS), U.O.N. _ 'O WOOD FRAME (LR.G.E,TDL. •p O N z O WHEN APPL I GABLE) 0-, Lr) cu I- C 2 X :3 N O 4 O 0m •Z6 N � � O �Q — — — — — — — — — — — — — — —� — — — — — — — — — — — — — — — — — — — — — — 4J 70 T - U . - EXIST. (2) 2"xIO I 4—J 61 RDER Ll IIIII IIIII I U i I zx ,V x -iV �- - - - - - - - - - - - - - - - NQo � Q� / F •9 EXIST. NOOM DECK ABOVE N Q ® �, C!) / / • jam — — � � � i I l, Q� Aft EXIST. WINE CELLAR I Q 40.5 5Q.FT. L — — — — — — — — — — — — — — — — — — — PROP. 2"xio" F.J ® W, O.G. EXIST. -� u HALF-BATH � to54.1 50.FT.I x �O-?p� w 0 — — — r 0 EXIST. to STORAG E 12.2. 50.FT.Q � EXIST. I x I I o I • I I � _ — (3) I.'l5XI1.875 FLUSH MIGROLAM 7 , STORAGE OF05EM ( X ST,-(4) 2"x12 -1 — No \ HDR � � oo _ N® 242.3 SOFT. O UNFIIN15HED I EXIST. MEGH.UNHEATEDN �) w V-11" GLG. HGT. I I 6 ROOM ® Q EXIST. EXI51 ROOMCH T .4 50.FT. 26A 50.FT. 207.5 SO.FT. N o 5 1.75XI1.515 FLUSH I ROLAM x XIQ J .' 0 J • N�Q —Ip NEW(2) / `,I ? Pxa <' I PROP. 2"xl0" F..l O o x 0pU_ :;HD w tt1 EXIST. (4) 2"xl2" HDR / w —�B� iv F 0 X ® x %3 m l lu N lL w EX157. BASEMENT p FINI5HED $ HEATED x v / EXIST. (4) 2"xl2" HDR '112.0 50.FT. U L Q H / 7'-10" GLG. HOT. 1ST.(II I + / N6 N ® UPVic ipr m t PROJECT: • I p V N N EXIST. x p EXIST. � ; CARPENTRY K R ESTI RI STORAGE ROOM I • I X ® 109.1 50.FT. 243.?SQ.FT. I RESIDENCE w I V-I I" GLG. HOT. I \ I I 790 INDIAN NECK LANE \ \\ I PECONIC, NY 11958 — — — — — — — — — — — — — — — — —ji DRAWING TITLE: - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PROPOSED STRUCTURAL PLAN N 6 p �EX15T. WOOD DECK ABOVE 1u I EXIST. (2) 2"xIV GIRDER � 7 PAGE: - --- - _ - _ - - -E3 - = - _ - � - -- - - - _ - _ - --- _$_ _ A olmoo ML - � - - - C DATE: 01/08/24 15 OF 19 FROPOSE17 FOUNDATION STRUCTURAL P1...,AN SCALE: 114" = 1'-0" ,�� R�,'f�, 41 374��Jr!`tC) OF E` ��' OENERAL 5�'�50L <EE ' : Q _ EXISTING TO BE DEMOLISHEDNEW PARTIALG T, WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) O NEW WOOD FRAME (L.G. NEW FOUNDATION WALL W STL. WHEN APPL I CABLE) ('7 'J NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL ate,' E Lo WOOD FRAME (L.G. STL. El P05T FOR 4 WALLS m WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O P05T FOR b" WALLS), U.O.N. _ (09 NEW 2-HP, FIRE RATED + WOOD FRAME (L.G. 'STL. 0 C nJ z O WHEN APPL I GABLE) CL 'W d. 0 X O N 0 4-+ i O 00m ,Z, O � $ N O � Q� m 70 �X U .- 4� 4--J m EXIST. DOWN MODIFIED r , WOOD DECK V NEW (2) 5'12.5 SOFT. 2 8" HDR < 0) /�_) T71 EXIST. v ,MUDROOMP� 55.6 50.FT. Aim\ 1 \ 7 1 PROP. I U 1 LAUNDRY ROOM - 65.2 SOFT./ N I I � � p_ ® P05T TO RIDGE X(� / EXIST. +1 +1 N BATHROOM // 45.1 SOFT. _ t EXIST. w / PROP. m N SUNROOM '----- PANTRY �-�- � 133.8 50.FT. P05T TO HDR. q 3 P E O 0 zx O 11 W v cV- Q DRP. HDR. — — _ EXIST. LIVING [ 1 X ® ROOM REF. OO OO z O — U I 34q.5 SQ.FT. IL F . PROP. "xb" F.J Wo +I +1 — ® I " O.G. EXIST. - W.I.G. _----- �� PROP. a � X � _ I ^ W 45.5 50.FT. MODIFIED --7' - ---- \ ELEV. o / QI KITCHEN I-i- - \I �- I EXIST. x 0 I 550.2 50.FT. Q BATHROOM NZ 1 - X � 98.1 SQ.FT. 4 \� '1'-10" GLG. HOT-` u1 Q I u iv DW fL-N - I a) 16 m I I BAR EXIST. _ — — — TO 50.FT. I P05T TO HDR. (3) I.-15"X-15" FLUSH MIGROLAM W/ 7 (2) .511 STEEL F�ITCH PLATES IL V PROP. 2"xb" F.J v PROJECT: / " o EXIST. x O I \� EXIST. GREAT x BEDROOM KR ESTI N f u __ ROOM IU 306.5 SQ.FT. — 16I.4 SOFT. lL MODIFIED � - RESIDENCE DINING ROOM 214.6 SQ.FT. - --------- X 790 INDIAN NECK LANE POST TO HDR. z PECONIC, NY 11958 DRAWING TITLE: PROPOSED STRUCTURAL PLAN �p �? EXIST. v x 0 WOOD DECK x 0 0 545.2 50.FT. �9 uji N o Lu PAGE: a 00■ DATE: 01/08/24 1.6 OF 19 FROi 055E ) FIRST FLOOR STRUOTURAL FLAN SCALE: 1/4" = P-O" .� 0374'' 4T� 0 F �� O I ` ERAL I �550L < I : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. CL Q W EXISTING TO REMAIN HEN APPL I GABLE) 0 uj NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J C6 STL. WHEN APPLICABLE) _ NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUGTURAL O Io WOOD FRAME (L.O. STL. ® POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x&" 5TRUGTURAL O � POST FOR 6" WALLS), U.O.N. — C09 WOOD FRAME (LR.G. STL. .LO O N z O WHEN APPL I GABLE) 0- •7 � � �I X � N O I O 00m ,+�� 0 N C13 O O Q W 4� U • - / ,- �- - - - - - - - - - - - - - - - - -/� - -J m / -c + U / _ - - - - - _ - - - - - - - - - - - - - i �+1 OPEN BELOW / / — 00 EX15T. / - ELEV. � z PROPOSED / 5 O 34.0 50PT. 00 DECK I / w .. IIOb SOFT. I I MODIFIED I v \ HALLWAY I V \ 122.8 sO.FT. IQ V am I _ QT- EX15T. ? p f MODIFIEDGL. MODIFIED BEDROOM EX15T. 06 220.0 sO.FT. CL. 5.8 5O.FT. x p BEDROOM N I �(� -r.a 5O.FT. cv 145.2 SOFT. N POST TO� I v-10" GL.G. P05T TO RIDGE RIDGE HOT. N w i-MOD. BATH 50.FT. EXIST. v ,� BEDROOM V v \O \ , 156.1 SOFT. x O -5" EX15T. GLG. Q HOT. ij Ptu ROP. 2"x8 G.T� //' \ \ —— '/ O.G. 1 \\\�\ �� F PROP. V-10" GLG. HOT. ® PROPOSED A EXIST. 2"xb" G. I� —BATHROOM — p 0 16" O.G. NEw (2) 1 123.6 sO.FT. 2 x8 HDR 1 8-10 GLO. HOT. r X ® o g PROPOSED (V° K R ESTI N - _ - BATHROOM RESIDENCE ,2.a sO.F �' _ ® NEw (2)NEw(2) � NEw (2) Ew (2) " 2 x8 HDR �- 2 x8' HDR `FRB -F+DR ———' 2 x8" HDR / \ 790 INDIAN NECK LANE / < PECONIC, NY 11958 / < DRAWING TITLE: / PROPOSED STRUCTURAL PLAN PAGE: s�3-0& 00 DATE: 01/08/24 17 OF 19 FROFOSED SEC ON 7 FLOOR STRUCTURAL FLAN SCALE: 1/4" = 1'-0" f } �i•, l' `zL` 3�� 1f FOB (5ENEf;2-,AL SN'1�50L <E",%' : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT r; WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) 0 NEW WOOD FRAME (1_.6. NEW FOUNDATION WALL J STL. WHEN APPLICABLE) C6 M NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL ate,' Lo WOOD FRAME (L.G. °iTL. ® POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL C O POST FOR b" WALLS), U.O.N. - "O 0 NEW 2-HR FIRE RATED z WOOD FRAME (L.G. STL. 0 O N 0 WHEN APPLICABLE) d •C6 � c X :3 N 0 00 +-+ ' Cm -Z, CO N O � � � � o Q 22'-q" PROP. 4"x3" 4--.J 70 ALUM. p DOWNSPOUT U _ AT DOWN TO O_ - SPLASH GUARD n ,Ark ® GRADE (TYP) W -A Lf JT Jl EXIST. RAIN GUTTER i ` - - - - - - - - / c ry PROP.ALUM. / // �e�J �i4�� R Q • DOWNSPOUT DOWN TO / 4.f ♦O,, d.x N '/ W ® GRADE (TYSPLASH PJ // 4s / - - - - - - - - - - - - - - - /_ 'Lj - - - - - - - - - - -FIRST FLOOR OUTLINE _ - - - - - - - - - - - - - - - - - - / 4:I2 PITCH EXIST. ROOF 1 / I EXIST. RAIN GUTTER 2" x 8' R.R. y� w ® I6" O.G. / - - - - - - - - - - - - - - - - - - - - - - / Q / \0 - - - - - - - - - - - -SECOND FLOOR OUTLINE- - - -- -- - / I 4:IrCH O I ry+ x I I II I 2" x 8" - - - -5'-5° - - - - - - - -4- - I / `EXIST. 3 � I EXIST. L I ROOF 1 - - - - - - — `J I l I I EXIST. ROOF I � ROOF 1 ` I ` II II II _ ® x N 70 I 1EXIST.A LIST ROOF o �I R 'A OOF \ / F- / N 2"xl2" RIDGE ry o 3'-0°� I / I _ 1EXIST EXIST. i. �( / ROOF ROOF w 1 I I I I O ��i 0 LIST. 0 � ROOF I I �� • � • I I PROJECT: A-301 r I I I 2- LA I o f o I A-301 K R ESTI N I 14:12 PITCH � 14:12 PITCH x i _ �� 14:12 PITCH ry 14:12 PITCH RESIDENCE 2" x 8" R.R. cV 2" x 8" R.R. :, L- - - - ® I6 O.G. I ® Ib" O.G. Q 2 x 8 R.R. ®b" R.R. i I I'-O' TYP. Q — — — — — Q ® 16' O.C. I a 790 INDIAN NECK LANE I I I I I o I I PECONIC, NY 11958 L / L - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROP. 4'x3:: � - - - -� ROOF DRAWING DRAWING TITLE: 1 ALUM.DOWNSPOUT PROPOSED STRUCTURAL PLAN 22'-I" 5'-O 22'-I" '-2" ` DOWN TO Y2 SPLASH GUARD ® GRADE (TYP) / 1EXIST.AROOF ` PAGE: ffa oo s 3. 0 jq EXIST. RAIN GUTTER D EXIST.u ER DATE: 01/08/24 18 OF 19 T O - FR0F05F-1::) ROOF FRAMINO PLAN ( C"cn 50ALE: 114" = 1'-0" a� Y,�,� 0 7�1 . 1 OF N�` `t d Q W W J cu (M O Lr) O = O _ O� \Y O C N z O a. '� Lo - � X :3 N O O O : O m 4-1c NO O Q 0 a O W -�'-� 70 U � m U c V 4" FRESH AIR VENT E' ----- y I ALL PBING WORK NOTE Q J 1`THROUGH ROOF LUM SHALL CONFORM TO k I LOCAL PLUMBING CODE Q ALL PLUMBING WORK U SHALL CONFORM TO Q 3" LOCAL PLUMBING GORE Q I i I I PROP. BATH I MOD. BATH PROP. BATH I PROVIDE "ABESGO AALL.L PLUMBING 4 2" PROP. BATH MOD. BATH _ 2" FP2o0 FR a= PROP. BATH _ ---I------�-- I -- -------- O LEGEND _— ----I---'— 2„ I 1—"---� EXPANDING FOAM p FUEL 6A5 WORK ———————I——_ I I I I I I 1 (OR EQUAL) AT SHALL CONFORM 0 ---2_I___27-- 1 1 1 I I I I I I ALL IL NEN. NEW. EXIST. ------- � TO LOCAL 2"1 NEW I NEW I I I NEW 1 2„1 1 1 EXIST. I I PENETRATIONS IN LAV. p� NEN LAV. LAV. HOT ►�IATER -� PLUMBING CODE b ILI LAV I LAV 1 I I I LAV 1 1 I 1 LAV. I I FIRE RATED 0 I I LAV. NEW 1 j 1 2" 1 2" 12" j NEW I I 1 v NEW I I 1 NEW 144 SUPPLY FUEL 6A5 1 12 EXIST. WALLS AND N W.C. I •4 14 14 I EXIST. O I I I I I FLOORS/GEILINOS. - - —� 0 N W'G'I i NEW I W.G.1 1 1 W.G. PRODUCT v j 1 NEN Q4 i t W.G. Q4 i t N G v GOLD WATER w PIPING PENETRATIONS: CONFORMS TO I I I X I oa X N 1 TUB I NEW I NEW I I NEW i X I A5TM0 X I !0 X TUB X NEW X NEW 3 i - 3 I NEN �1 I - SUPPLY I. PROVIDE ABE5CO I SHOWER (SHOWER (SHOWER E b4 AND uL l4 a m I- I° I I SHOWER xj SHOWER zI U �I SHOWER 1 v FF200 FR I I- " I- " I I- " 1 I I I I •0 v •0 •v I I I I NI Q NI :Q cV I. N I: N 1= NI IN m Ni �ry NI IN m , I � � _ �I :N �I :N �I :N '_ EXPANDING FOAM" G.O. 2 2 2 3„ I 2 G O 9 -I I - -I I PROVIDE "ABESCO (OR EQUAL) AT ALL ---------------------L---------__I_ — _----i—_---------J FP200 FR PENETRATIONS AT L.._..T. _.. _.._I.. _.._.._.._l._.._.._.._.._.._.._..L.._.._.._.._.._.. I__._ __I._.._.._.l_.._.._.._.._.._.._l._.._.._.._..J EXPANDING FOAM" WALLS AND PROP. CONNECT TO I MOD. KITCHEN EXIST. BATH EXIST. MASTER BATH AL EQUAL) AT FLOORS GEILIN65. LAUNDRY EXIST. WATER I I SUPPLY SYSTEM PROP. EXIST. BATH ALL PRODUCT CONFORMS I� EXIST. MASTER BATH PENETRATIONS IN TO ASTM E 814, ----------r--,-- --T --r--- i----- 11 FIRE RATED ASTM E 84, AND UL -I------21. - 1 I I I I - I LAUNDRY 1 j WALL5 AND MOD. 14'la r---- I I I I I MOD. KITCHEN PROP. I2" I I I I I I 1 I Rf I EXIST. FLOORS/GEILIN65. p LAUNDRY p 1 1 I EXIST. I I I EXIST. I EXIST. I I I O I LAV. LAV CONFORMS TO � I RELOG. LAV. I I I RELOG. EXIST. 11 p� p� EXIST. PRODUCT O LAV. I LAV. I GLEAN OUT L K.S. I LAV. I I I I I I I I I I I 1 I AS REC�'D F- I I � I: 1 Q4 I Q4 ASTM E 814, ASTM �-- �- 1 K.S. I I I EXIBT. EXIST. I 1 I I N I 14 EXIST. I I EXIST. I I 4 E 84, AND UL 141a W.G. I I EXIST. F.A.I. R I I I I W.G.3 j I N•G•3 1 I 1 I u VENT I I I EXIST. I TO REMAIN u I ��X �i I U U I I I p� EXIST.rB p� HH _ xEw I I � � 1 1 X I IX _ I• _ I X 13 II CONNECT TO EXIST. I I TUB. I EXIST. XI Iv _ 3 v X X I I X I X I 3 RELOG. I- " RP'.LOG 2 NEW I SHOWER 1 I I I SHOWER x1 'ry II •0 EXIST. $1 _O q I. 1 O z 1 :0I .O -I .O EXIST. OVEN DRYER EXISTING FUEL RANGE �Y �t (y I I iv1 In RELOG NEW ry l I'ry ryl I. SHOWER iv 1 IN m I I m N 1 I iv iv 1 I iv ry1 I. ryl i. SHOWER SUPPLY m m - DVJ WASHER :� I oa DW WASHER I I �I '� I I I I I I I- �I �I :N G.O. --------- ----�_' -----------I ' -- i---- J=--- I-' ---�- -----� Z G.O. --- - r • --.I.� .._.._1._.. L.._. _..C.._.._..L.._.._.._.._..1.._.._.. EXIST. ui EXIST. BASEMENT C O CONNECT To EXIST. I X I 3 I I PROPANE o BATH _ EXIST. WATER 10 EXIST. 0 EXIST. HOUSE SUPPLY SYSTEM MEGH' I BASEMENT ��r I MAIN DRAIN C.O. ROOM EXIST. I I I I BATH OIL J I I j TO PRIVATE EXIST. I rWELL z z EXIST. I I I z I j I LAV. w I 1 1 TO SEPTIC, ui AV. 1 1 I j EXIST. < a Q I EXIST.( I SYSTEM � I X X EXIST. m FURN. X Ex1sT. PROJECT: I I w dJ (AIR) FURN. m XI5 KRESTI N S. RESIDENCE 790 INDIAN NECK LANE FLUME I NO R1 SF-R - r7)RA I N / NASTE / NEAT FLUME I NO RISER - SUPPL)"' CAS RISER - SUFFL)"' PECONIC, NY l t958 SCALE: NT5 50ALE: NT5 5GALE: NT5 DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: 101000 DATE: 01/08/24 19 OF 19 w �f> Y y. s F Ny� ! lf3q Rond SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION 310.86' �� j''� ' �" a PROPOSED ACCESSORY STRUCTURE IWAV FROP05ED 2ND STORY o - 561 2110 w _--------- UJ z No 1 CC_. W Ca r - a-o- p I ti M IOc Lo _ tm FADE <EY . 0 O N 1 R - o r=#, f ' -�Q ( .Q� PROJECT LOCATION & SCOPE o N z o SITE PLAN & ZONING DATA Cfi ( EXIS ' ? .r=, j�°i. 3 `, %t O L X n N SHED m +-+ GENERAL NOTES � Oco o ENERGY TABLE Q a O M STRUCTURAL DESIGN CHARTS i a EXIST EXI ' ,; - ,. C-®O�J.00 HOLDOWN, ANCHOR BOLT, SHED SHE STRAPPING, & NAILING DETAILS �-- I FASTENING SCHEDULE ; �t;,;r';. FRAMING GRAPHICS BEAM CONNECTION PATTERNS U FIREBLOCKING DETAILS W ��'' ;• PROPOSED DEMOLITION PLANST • - VA kjl ' I L.OGATION MAP - � I ° i A- 102 .0 I PROPOSED DEMOLITION PLANS EXIST. , SCALE: NTS I EXIST. POOL I In+ 1� I EXIST. GARAGE I I 0�E�T S�O F E : - W ASPHALT i DRIVEWAY A- 0�j,0O PROPOSED DEMOLITION PLANS EXIST. I � SHED I I - PROFOSED FIRST AND SECOND FLOOR MAIN HOUSE ADDITION I LKWAY - AS-E3U I LT F I N I SHED HEATED 5ASEMENT _I A- 1 04.0 PROPOSED FOUNDATION PLAN DATA : EXIST. WD. DECK I I kin ��.4'. 10.5' 375 j i PROJECT / ZONING DATA OJ .O I PROPOSED FIRST FLOOR PLAN W TAX MAP # 1000-086-4.00-1.010 a I MIN. m, EXIST. 2 5TRY. ' o x DWELLING � ZONING DISTRICT R-AG / G a NEW BUILDING m I -_ - I ®� ,®� w o ADDITION - PROPOSED SECOND FLOOR PLAN z o I � LOT AREA � 2.a ACRES z � _� - - - x 455 N z EX15T. COVERED DECK I GofO - MAIN HOUSE 8 DECK #Z201aa wo w N ( EXIST. O -- _ --- 0 IN-GROUND ,, 102.3 GofO - POOL B FENCE #Z-27432 0 i o ' PROPANE ,oW I - PROPOSED EXTERIOR ELEVATIONS o o f I TANK. � - '�� A 2 01 .0 z z 6 I i CofO- DETACHED GARAGE Z-30871 3 N p O pj- IDwow rn I x x x m - -- -- --- - - ------ T- V) 0 N ix i Uj EXIST. ASPHALT DRIVEWAY I EXISTING EXISTING -- z a z ,- HABITABLE GROSS w w Q SPACE AREA A-202 .02 PROPOSED EXTERIOR ELEVATIONS o o I zYz � I BASEMENT AREA 1,138.5 S.F. 2,085.05.F. w D w N FIRST FLOOR AREA 2,085.0 S.F. 2,085.05.F. z 0 z a o i - - - - 60' }�RON7 5ET5AGK -- -- - --- - - - _-- - --- - - --- - w z w z Z --- - - ----- -- - - I I W - 074.E S.F. A-�01 .00 BUILDING SECTIONS EXIST. WELL SECOND FLOOR AREA 1,074.E S.F. I, o m ¢ w o U 0m � F- I I h AREA TOTALS 4,2a8.1 S.F. 5,244.E S.F. -I- - I I -PROPOSED PROPOSED _ HABITABLE I GROSS N N SPACE - J AREA ' A-401 .00 DESIGN DETAILS BASEMENT AREA 1,138.5 S.F. 2,363.1 S.F. a � o 0 0 -, i FIRST FLOOR AREA 2,363.1 S.F. 2,363.1 S.F. O I PROJECT: 1 SECOND FLOOR AREA 1,41&.a S.F. 1,41aA S.F. �- I 0 I .00 PROPOSED STRUCTURAL PLANS - --------------------------------- -------------------J ---- ----- --- ----- KR ESTI N N66000'00"E 267.551 AREA TOTALS 4,a20.5 S.F. 6,145.1 S.F. - RESIDENCE w 1 _ z PROPOSED STRUCTURAL PLANS _ LOT COVERAOE z SouTHOLD TOWN GORE -��s � sY--i-�-aF � 5=-- z~-=s 790 INDIAN NECK LANE 4 --------_- -�- PECONIC, NY 11958 Q DESCRIPTION (FOOTPRINT) - AREA � - LOT .O2 PROPOSED STRUCTURAL PLANS GOVERA�E _D_RA_WING_ TITLE: z TOTAL LOT AREA 127,340.4 S.F. - -- --- - - PROJECT LOCATION & SCOPE EXISTING MAIN HOUSE 2,055.0 S.F. 1.690 L -- PROPOSED STRUCTURAL PLANS SITE PLAN & ZONING DATA 5- I O�-.O EXISTING 1�'OOD DECK 568.E S.F. 0.4% � FROF05E1 ) 51 TE FLAN - - ---- ------- --- --- SCALE: I = 30-O _ EXISTING COVERED PORCH 545.4 S.F. 0.3% j EXISTING POOL &00.o S.F. 0.6% EXISTING DETACHED GARAGE 1,12a.-r S.F. o.a% - 101 .00 DWV/ WATER SUPPLY RISER -- PAGE: EXISTING SHEDS 55?.'1 S.F. 0.4% GAS RISER PROPOSED ADDITION EXTEN51ON 276.6 S.F. 0.2% Li 0 0 J. 0;02,11 1 - - TOTAL AREA OF ALL STRUCTURES 5761.0 S.F. I 4.5% DRAINAOE SYSTEM CALCULATIONS: -- _ MAXIMUM LOT COVERAGE ALLOWED: 20% NEW FIRST $ SECOND FLOOR ADDITIONS= g56.5 5cI,. Ft. - DATE: 07/12/24 1 OF 19 IMPERVIOUS SURFACES < 8" FROM GRADE g56.5 5cI,. Ft. X O.1rt= 15( f.2 __ _------._. - --- _-- -I 14q.2/42.2= 5.8 YERT I GAL FT. OF 8' D I A POOL REOU I RED C EXISTING BRICK WALKWAY 1542.2 S.F. _- PR0I/IDE (I) 8'0 X 5' DEEP DRYWELL --�-- --- SITE LAYOUT NOTES: EXISTING ASPHALT DRIVEWAY 10716.a S.F. 8.4% ZONING REGULATIONS MAIN BUILDING TOTAL LOT COVERAGE INCLUDING I. THIS IS AN ARCHITECT'S SITE PLAN 4 IS 18020.1 S.F. � 14.2% SUBJECT TO VERIFICATION BY A LICENSED STRUCTURES_<8" FROM GRADE _ SOUTHOLD TOWN CODE (280-ATT 1) SURVEYOR. THE INFORMATION -------- - -T - -- - - DRAI NAGE SYSTEM INSTALLATION NOTES: REPRESENTED ON TH15 SITE PLAN 15 TO THE EXIST. PROPOSED GOMPLIE;S , ARCHITECT'S BEST OF KNOWLEDGE. WIA • A MINIMUM OF IO SEPARATION 15 REQUIRED BETWEEN DRYWELLS -- -- - -- - - ----- -I. -FROM ASURVEY DATED APRIL 15 2022 -- -- ---- ----- MIN. FRONT YARD 60.0' 121.2' 121.2' YES WATER SERV I GE LINE, UNDERGROUND UTILITY LINES, SEPTI G 2. SURVEY INFORMATION WAS OBTAINED [S�LTHOLD TOWN GODS 280-207 (A)(I) COMPONENTS LEACH I NO FIELDS 5EWER GOMPONENT5 AND THE LOT SIZE ! AREA IN 47 340.4 ALLOWABLE TOTAL AND PREPARED BY: EXCESS GF 80, 127,340.4 S.F. � MIN. SIDE YARD 20.0' 102.3' 102.3' YES 000 S.F. GFA GFA 1 EDGE OF ALL FOUNDATION WALLS { _-�= --__- - ---- - ------ , ---- O 5� SEP R TION IS REQUIRED BETWEEN DRYWELLS AJG LAND SURVEYING PLLG. (f) LOTS Ut' TO 200,000 10,100 S.F. MIN. COMBINED • A MINIMUM F 71 5. C OLEMAN ROAD 45.0 241.8 235.4 I YES GENTEREAGH, NY 11720 S.F. ----- ----__- - � MAX. SIDE YARDS _ - CONORETE 5LAB5 AND PROPERTY LINES ALLOWAB_E S.F. / PLUS 531-846-aa73 MIN. REAR YARD 75.0' 251.5' 251.5' YES OONNEGT ALL OUTTER LEADERS TO NEAREST DRYWELL AREA OF EXGE55 LOT 7,100.o s.F. 1,183.5 S.F. 8,283.5 S.F. 3,753.0 S.F. M -y OVER 80,000 -- ---- - MAXIMUM HEIGHT 35.0'�I - 2a.2' -_ - 32b, YES OENERAL _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT,�---� ,-� WOOD FRAME (L.G. 5TL. Q f-1 WHEN APPLICABLE) w EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL � C6 5TL. WHEN APPLICABLE) M I NEW I-HR FIRE RATED © MIN. (2) 2"x4" 5TRUGTURAL \VI �Qj O u) WOOD FRAME (L.G. 5TL. POST FOR 4" WALL5 WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL POST FOR 6" WALL5), U.D.N. Wk (.0 WOOD FRAME (L..GA. 5TDL. .O O N Z O WHEN APPLICABLE) a- Ln Y i p � m .� �FLOOR PLAN NOTES I DOORALL NEW INTERIOR DOORS WHEN GALLED OUT 5 � O ,-- NEW LAUNDRY ROOM: � L0 O O I. NEW WASH /DRY HOOK UP O � ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM it DOOR DIM.'s Q �- O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT w/ 51ZE OF EQUIP. ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REO'S PER MANU. 3.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DESIGNATIONS 8 DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALL5,U.O.N. DRYER EXHAUST NOTE: 5. INSTALL AS PER MANU SPEG.'s 1. DUCT SHALL TERMINATE TO EXTERIOR WALL 6.PROVIDE (2) 2"xlO" HDR.,U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 7. SEE PAGE 6-003 FOR ALL OTHER FRAMING OPENINGS 3. DUCT SIZE ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 4.DUCT SHALL PER MANU. BE EQUIPPED w/A BAGKDRAFT DAMPER � SMOKE DETECTOR / GO DETECTOR NOTES: 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN O I.SMOKE DETECTOR OR / PROVIDE GODS COMPLIANT CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO O_ SMOKE /CARBON MONOXIDE COMBINATION DETECTOR CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM HARD WIRED TO EACH OTHER w/BATTERY BACKUP. SHALL BE LIMITED D SINGLE LENGTHS,NOT TO U 2.INTERCONNECTION BETWEEN NEW d EXISTING DEVICES EXCEED . FEET AND SHALL BE LISTED AND LABELED SHALL NOT BE REQUIRED WHERE EXI5TIN6 ALARMS IN ACCORDANCE WITH UL 2158A. n 1 ARE NOT INTERCONNECTED, AS PER NY5 R314.4. 6.EXHAUST DUCTS SHALL BE MIN RFAC THK RIGID `i/ 3.PROVIDE SMOKE/ GO DETECTORS AS INDICATED, AND METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS m PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 4.SMOKE / GO DETECTORS TO MAINTAIN 3' MIN. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL SCREWS HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS _ _ _ _ _ _ _ 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER � d OPENINGS TO BATHROOMS w/SHOWER OR TUB. LOCATION TO THE WALL OR ROOF TERMINATION. THE / 5. INSTALL ALL AS PER MANU. SPEC.'S MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH a0° / V IN COMPLIANCE WITH LOCAL CODE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES / WINDOW NOTE: NOT INCLUDE THE TRANSITION DUCT. / 3 I. ALL NEW WINDOWS 6 DOORS SHALL BE ANDERSEN /O CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). NEW EXHAUST FAN TO BE INSTALLED AND IN LOCATIONS < INSTALL AS PER MANU. SPEC.'S. O WHERE VENTILATION 15 NOT MET BY MEANS OF NATURAL L - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSE7; CIRCULATION THROUGH WINDOWS OR DOORS TO FIRST FLOOR OUTLINE n 1 SEE DE5IGNATION5 d WINDOW SCHEDULE. OUTDOOR SPACES AS PER NY5 MECH. GORE SECTION W 3.FOR 5U55TITUTIONS, SEE NOTE #q IN 6LA55 WINDOWS 405.5.2.5; INSTALL AS PER MANU. SPECS AND DOORS" ON PAGE 6-002. - _ -- cl 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. NEW ATTIC ACCESS - PULL DOWN STAIR: I 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH O I. MIN. 350 # CAPACITY I' 6.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: 6.1. FOR ALL SKYLIGHTS d OPERABLE PANELS OF 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x309 SWIN61N6,SLIDING, b BIFOLD DOORS 3. 0.75 HR FIRE RATED 6.2. WITHIN 15" OF F.F. 4.DBL. FRAMING WHEN NEW OPENING 6.3. WITHIN 24 OF A DOOR . W )>L 5EATHERSTRIP ACCESS OPENING 6 PROVIDE R-49 ri INSULATION ABOVE w/WD. FR. (OR Ea.) BAFFLE OR --- 65. WITHIN STAIRWAYS S WITHIN R OF A LANDING RETAINER TO PREVENT INSULATION FROM ENTERING 6.5. WITHIN 50 GENERA ENCLOSURES DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 6.6. SEE AL50 GENERAL NOTES ON PAGE G-002 7. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE WINDOW5 (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM THERMAL ENVELOPE OF BUILDING). 6.INSTALL AS PER MANU. 5PEG.'s (2) 2 x10 HEADER U.O.N. 7. CONSULT H.O. FOR PRE015E LOCATION OF ACCESS.8.NY5DR312.2 FOR OPERABLE WINDOWS OPq FALL PROTECTION SHALL BE PqITHPROVIDEDI LHEIGHTS C LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN-I2" NEW FLOOR: _ _ _ w ABOVE GRADE OR THE ADJACENT SURFACE AT THE OS I. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SOREN; � O � O BUILDING EXTERIOR. 5C�V4 PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® +� ® OPEN BELOW O a 2 EGRESS NOTE: 2.NEW FINISHED FLOOR TO MATCH EXISTING A�1 3-7 w 0 IN COMPLIANCE WITH NEW YORK STATE BUILDING NATURAL LIGHT _ NEW TILE FLOOR: m (5 O CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF O I. NEW TILE FINISH (H.O. TO SELECT) UPON VENTILATION �; :, PROP, c EXIST. z a EGRESS SHALL BE FOLLOWED: FLOOR 220 5.F. ELEV. N 3 = O 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON NET CLEAR OPENING........... 5.7 S.F. 3. NEW " DUROCK CEMENTBOARD (OR EQUAL) UPON PROPOSED AREA X p s4.o 50.FT. U- Ix Q O NET CLEAR HEIGHT............... 24" MINIMUM 4.NEW�" PLYWOOD SUBFLOOR BENEATH (GLUE d SGREI^!); DECK 3 S.F. REO. S.F. PROV. U.I w NET CLEAR WIDTH................. 20" MINIMUM 5CREW PERIMETER OF 5HEATHING 6" O.G. S 12" O.G. 0 � 110h 50.FT. -___. _-_______ -___ - ______-- - -__ __ __ ____ O0 � 2 INTERIOR. ' LIGHT 17.6 5.F. 24.5 S.F. O C7 00 OTYPICAL BATHROOM NOTE: REaTD MODIFIED _z N z 0 I. WALL BOARD NEW A/G ZONE: 8.8 5.F. 25.1 5.F. 202 0 � O I.I. INSTALL MOISTURE RESISTANT 6YP5UM BOARD IN Ip REO'D O - 7 HALLWAY EXIST. - / 0 w 0 w I. ADD NEW A/C ZONE IN MASTER BEDROOM b 6 O 122.5 50.FT. 5M/CO •i 2 = m ALL BATHROOMS BATHROOM AREA i� - Q � s / N (5 N m 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 2.CONNECT TO EXISTING A/C UNIT d CONDENSER '�� EXIST. �'' 3 w w TUB SURROUNDS 3.INSTALL AS PER MANU. SPECS - • i v 2 SM/CO 5M/GO / w 0 w N 2. SHOWER FLOORS � I 5 /GO U'8'-q" D / g w Ig g 2.1. NEW TILE FIN15H (H.O. TO SELECT) UPON Q W 2.2. CONCRETE MUD-SET (SLOPE 1/8" PER FOOT EX.BILGO DOOR TO BE MAINTAINED AS EORE55: 3'-7" Q 4'-q" 4 �'J - EXIST. �j F- LL Z Y'Z �- TOWARDS DRAIN) UPON II I. AS PER CERTIFICATION LETTER SUBMITTED WITH MODIFIED 2 - -L2 EXIST. MODIFIED w w a III BEDROOM SM/00 g m 2 tn 2.5. WATER PROOF MEMBRANE TO COVER SHOWER THESE DOCUMENTS THE BASEMENT WAS FINISHED - GL. 5.6 50.FT. BEDROOM y a a 3 FLOOR, WRAP DRAIN d ATLEAST IS" UP WALLS PRIOR TO THE ADOPTION OF CURRENT CODE WHICH Q 220.0 SOFT. -- F- Ul J 2I`-2'-O" �r 9A 50.FT. 145.2 SOFT. lu Z a z q O REMOVES BULKHEAD ENCLOSURES AS A MEANS OF 8'-10" GLG. - z w Z 0 3. SHOWER NICHE c0 _ w N _ i D - - z " 6RE5 FROM THE BASEMENT - - - 2 3.1. NEW SHOWER NICHE 24"W x 12 H x 3.5 D E E B SEME HST. - - O - a (na FL iv f 3 0 O ma � 0 ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-005" FOR NAILING 8 STRAPPING DETAILS. *� SEE DOOR SCHEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER to 6 ,r-2,-6 _ EXIST. NATURAL LIGHT I$ ,� * FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER = - BEDROOM VENTILATION I N MODIFIED ISB.a sa.Fr. - --- WINDOW CHART BATHROOM 206 FLOOR 145 SF N N 7-5 EXIST. GLG. AREA ------ -- - ---- - 4„ 6, 10 6" 9 F- N � 52.4 50.FT. HGT. W _- 1 7'-5"EXIST. i S.F. REQ. S.F. PROV. a � 203 L - - 204 205 GLG.HST. 4 - LI6FfT O ;6- .o-i ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT cv 2- to I O =�,L 1- N REO'D Ilk S.F. 16.2 S.F. OPENING PROV. PROV. TAG TYPE MODEL # _ WIDTH REOV: 20" AMP' PER PER _ A-3ol g m - J �- b =N REQD 5b 5.F. 15.4 S.F. A-501 PROJECT: WIDTH HEIGHT REO'D:24" UNIT UNIT - ---- -Ji HEIGH� WIDTH HEIGHT OPEN REQ'D: 5.7 S.F 6 ds T. 9 - - .2 �(2) [ � �' F 4.21 2.48 `�, 8'-1_I GLG. HET. 0- 5 PROPOSED \ 4 � KRESTIIV DOUBLE HUNG WDH2O52 2'-2 V8" 3'-4 VS" 2'-1 5/8" 3'-4 7/8" L - 3 BATHROOM(3) DOUBLE HUNG NDH21032 3'-0 V8" 3'-4 VS" 2'-I 15/8" V-4'V8" SEE 6.42 3.62 \ F 123.6 SOFT - ;,, RESIDENCE PLAN - 8'-10" GLG. HOT. Q Fes ' PROPOSED ----- - - 1�4 IN - - - J 4 3 F BATHROOM 1 ��!/-_ _--DOUBLE HUNG WDH2O410 ---2'-2-V8' �- -5'-0 VS" 2'-I 5/8" 5'-0 VS" 6.84 4.00 - - - 3 F '� 3 72.9 50.FT. 3 --- G (4) � ,I - - - - -- - - -_�� ------ - -' -�r � O" y2" F 4 q F D (2) CASEMENT OX14 2-5 - 4-0 v2 2-7 V� 4-O �7 S.F. 5.1 7.7 = - -- -- - - 790 INDIAN NECK LANE --- - _-_ -- TEMP. TEMP. TEMP. PECONIC, NY 11958 E (I) TRANSOM WTRI81'1 I'-10 V8" I-Q 5/I6 I.15 - 7-I' 14-7' I-q 7/8 19 5/8 - - E F D U E HU -- 3 6 3'- 4'-8 7/8" -1 8" 5. 5 SEE 10. - DRAWING TITLE: TRIPPEN " - -- G (U (5) GXI4 't-11 1/4 4-0 V2 "1-10 5/4 II 4 0 -17 5.F. 24.5 23.1 5-0 to-o I6-4 I6-b PROPOSED SECOND FLOOR PLAN EASEMENT I-= - -- -1��--� DOOR 5GHEDULE V-3" 41'-4" ------------ ----- ---- --- DOOR MATERIAL FIRE TAG DESCRIPTION MANUFACTURER L1 Q RATING NOTES PAGE: WIDTH HEIGHT 3 �- Q ;I 1 45 MIN. RATED SELF-CLOSING a I - -FIRST FLOOR - ---- - - LLL 101 SINGLE THERM 1 6 0 2% ATRU 3'-O" 6'-8" • �t -- J� -. ' - 102 DOUBLE - -JELD-wEy 2'-O" - J - -- - - -�� J DArE: 07/12/24 10 OF 19 - J -- - I 103 7F- POCKET JELD-WEN 3'-O" 6'-8" • SECOND FLOOR iI 201 NOT USED NOT USED - I'- - - - IL ----� FRO�'OSF_I7 SF_GCNr1 ) FLOOR FLAN 205 51NGLE JELD-WEN 2'-6" 6'-8" - ----- -J 1,418.cf 5F. HAE31TABLE Si�AGE; 1,40.1 S.F. CROSS AREA SCALE: I/4" = 1'-0" SING E JELD-WEN -6 •204 L 2 6-8 205 SINGLE JELD-WEN 2'-6" 6'-8" • 206 SINGLE JELD-WEN 2-O 6-8 J-- ---'r--------�II 201 SINGLE JELD-WEN 2'-6" 6'-8" LL • f 1� I ELEVATION NOTES OTYPICAL ROOFING: Q I. SEE NOTE AT BUILDING SECTION FOR MINIMUM I IA CONSTRUCTION STANDARDS 0 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION LIJ PROPOSED RIDGE HEIGHT W BEFORE INSTALLATION ELEV. +32."1' - - - ---- _ J Q -- _ M IA ASPHALT ROOFING SHINGLES, 51ZE 4 COLOR TO - ---_=--=-__ ---- _- -- __- Q 4-1 N MATCH EXISTING 'O Ln O TYPICAL 5 D G: _ - - - - --- - --- -- } 2 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM EXIST. RIDGE HEIGHT .� CONSTRUCTION STANDARDS -------'-------' _ _ _ _ _ ELEV. +2q.2' - 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION _ ---- --- - L - BEFORE INSTALLATION - - --"- O E: (U z 0 - - �- - - cc Ln ® SHAKE SIDING, 51ZE d COLOR TO MATCH EX15TING -" — X N --- - - ---- — -- _--- O 0 Q 4-+ - ---- J Q0 2B BOARD B BATTEN SIDING; SIZE COLOR TBD -- - _- - -_ __ _----_--- : _ - - - -- - -_- :- - ON � _ - cu -- _ NEN b SEAMLESS GUTTERS g PROPOSED SECOND CEILING HEIGHT f - - DOWNSPOUTS; - O (COLOR) 4 (MATERIAL) (TYPJN-11ELEV. +21.1 - TYPICAL 5/4"x4" 'AZEK' (OR Ea.): - O4 1. PROVIDE AT ALL WINDOW/DOORS - — �I 2. PROVIDE J"xb" AT FAGIA5 intu - 5. PROVIDE i" X 10" AT BELLY BANDS O NEW DRYER VENT ; SEE FLOOR PLAN NOTESFOR DETAILS EXISTING SECOND CEILING HEIGHT z O NEW UNDER-FLOOR AREA VENTS; SEE N v ( 1 _ FOUNDATION PLAN FOR SIZING REOUIREMENT5 r iv 12 -- O - -- 41 - a - - _ _ - -i..-� m rK EXISTING SECOND FINISHED FLOOR - - -=- - -= - I IA 4 3 EXISTING FIRST CEILING HEIGHT 66 i vJ 101 I 4 n 1 W o cl I I I - I EXIST. FIRST FINISHED FLOOR - I ELEV. +3.5' W WRIA ,-/so 1� I I I mm ME.,.4 ,IMMINA 0/0 t_K BASELINE (AVERAGE GRADE) ELEV. +O.O' 0 W Z a SOUTHEA5T ELEVATION (REAR) a o C7 O Z o 50ALE: 1/4" = I'-oil = o , U O W O Z Z 0 ( O N W 2 = S m W Ix Z a Z N a I IA LZJZa !n Z OZiOp 12 ------ --------- - -- - --- -- Z W.z z Q W 12 -- - ---- -- — - ---- --- - -- -- ---- - ----- — --- U OOa00o - - ---- - ---- -------------- ---- ----------------- :mow y I IA N N W ti M CN 00 - —_- PROJECT: KRESTIN - RESIDENCE 790 INDIAN NECK LANE PECONIC, NY 11958 2 IA I 1L L Li_ / \ �I 1-i-I I -I � LLIL L, I DRAWING TITLE: LE \ / LL11LLLL�LLL — 4 PROPOSED EXTERIOR ELEVATIONS it I I-I II�I�I-LII-1�J�-L 11I�.ll�-LIII.l__1_ L PAGE: 4 JLd 0 0;002 - LL 1 LLLLLL L - Liu 4 A A I I B B I i LLJ I I - 0 II I _ 1 �. LL J J1J1 LLIL �M I _ _ — c I DATE: 07 12 24 12 OF 19 LLJILJ L 1- L-LJ 11LIL L ILJ1_ l L LL LIL d)L LPL L11_I II 11 Im L >;. III I I I I I 11 I l III !- III 6 b 5 0 NORTHEAST ELEVATION (LEFT SI1DE) SCALE: 1/4" = P-O" I NERAL 5"',r 150L= E`r : qO TO BE DEMOLISHED NEW PARTIAL HEIGHT 11 Q i WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) 40 TO REMAIN LLI SOD FRAME (L.G. NEW FOUNDATION WALL W co HEN APPL I GABLE) ;. J M HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 1I �i C L!) FRAME (L.G. STL. © POST FOR 4" WALLS \PPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b WALLS), U.O.N. -HR FIRE RATED .J } FRAME (L.G. STL. O O (V z Oi NPPLICABLE) 0- 'cu Lo d- C 2 X :3 (\l O O O 4-+ C N (z; cu Q 0a � o 4-) 70 U • - (D _\ - - - - / � m / 7 L/ - - - _ _ - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - 1 \ / - U) iz �+�* OPEN BELOW / ® ® \ w �- z PROP. m EX15T. o v / a PROPOSED ELEY. N Q 54.0 SOFT. / w O DECK _ /' z 0 110.6 50.FT. 2 (3)9S°LVL HDR -- - --- - -- ------- - --- - -- - - - ---- - - ` = O \ U W W F � MODIFIED � o V HALLWAY / dJ S 0 122.8 OFT. / O 0 0 N I iv� � \ / ZN ZD ° ® K o® k� / = LI= m �I V) 0,0w MODIFIED uj EXIST. W F- cl EXIST. CL. - V MODIFIED `� \ w a w N BEDROOM 7� 5b 50.FT. x p BEDROOM WQW dJ 2 W n 220.0 50.FT. Z x D Y o �_j �� 'i.a sOPT. (V 145 2 50.FT. n Z Z POST TO 8-IHOT LG. POST TO RIDGE N ® 2 W RIDGE ® X N a m'Q lJl]..lJ,IJ z a Z!C5 O w Z W Z O -7 ? EXIST. a w ?a W'> BEDROOM O m a cr. o O ISe.a sO.Fr. x0 U � m,01— "I-5 EXIST. GLG. o_ HOT. X ® N PROP. H N N PROP. 2"x8" G.T o PROP. _ ® Ib" o.G. p "W.I.c, 8-10 GLG. HGT. 0� PROPOSED -rni® U EXIST. 2"xb" G. !.� v PROJECT: BATHROOM NEW (2) 123.6 50.FT ! I K R EST I N 2"x8" HDR 8'-10" GLG. HOT. N m c ® PROPOSED N _ J y BATHROOM 0 (2) NEW (2) EN (2) NEW (2) - '72A 50 FT. NEW RESIDENCE 2"XS_HDR = L 2"XB_HDR "x8_HDR 2"x8_HDR / \ 790 INDIAN NECK LANE / \ PECONIC, NY 11958 / DRAWING TITLE: / PROPOSED STRUCTURAL PLAN lz / PAGE: 0 Apr& ■ 0 DATE: 07/12/24 17 OF 19 FROFOSEr�) 5EO0N17 FLOOR STRUOTURAL PLAN SCALE: 1/4" = 1'-0" Rand SITE PLAN HATCH KEY: 16 PROPOSED BUILDING ADDITION 310.86' 3 ® PROPOSED ACCESSORY STRUCTURE ---- I DE a �� t� Q PROPOSED 2ND STORY a " 561 2110 W r- -- I N J (B FADE <E", ,, J c . h: /0 PROJECT LOCATION &SCOPE o N z o SITE PLAN & ZONING DATA °' m `n d EXIST. )< CV SHE Iol 0 o O 4 C9 GENERAL 0 m 4- Lo �: 11 -002 .00 NOTES c N pcu ;r .;i .° y Q O G ENERGY TABLE �'. STRUCTURAL DESIGN CHARTS EXIST EXIn r� �-QQ�,®Q HOLDOWN, ANCHOR BOLT QD SHED � SHE ' a •1 �;.,.:'`''' STRAPPING, & NAILING DETAILS � FASTENING SCHEDULE C-QQ FRAMING GRAPHICS Kl N ' . . a •* YM:jfi ` .4a:u'fia(°:_'ar',. „ ,� ` �.®0 w BEAM CONNECTION PATTERNS U ' - ` FIREBLOCKING DETAILS W Q I � M PROPOSED DEMOLITION PLANS • - W 4 U LOCATION MAC - PROPOSED DEMOLITION L- 02 .0I ION PLANS EXIST. � SCALE: NTS POOL I i v ! i EXIST. EXIST. GARAGE I . ASPHALT Q i DRIVEWAY - I Q�,QQ PROPOSED DEMOLITION PLANS LL EXIST. SHED I - FRO�OSED FIRST AND SECOND FLOOR MAIN HOUSE ADDITION 1 W LKWAY AS BUILT FINISHED $ HEATED BASEMENT A- 1 Q4,Q 1 PROPOSED FOUNDATION PLAN I FR0� �7 DATA : r1pr EXIST. ND. DECK � Q.4' 10.5' ' - 1 Q�j ,O 1 PROPOSED FIRST FLOOR PLAN I PROJECT / ZONING DATA 33.1 3'1.5' 1 5 cn I I TAX MAP # 1000-086-4.00-1.010 MIN. m EXIST. 2 5TRY. cV p (V.I. DWELLING I I ZONING D157RICT R-AG / G Q NEW BUILDING m ADDITION - LOT AREA 2.a ACRES - I O� .O I PROPOSED SECOND FLOOR PLAN 0 I N !O z Cofo - MAIN HOUSE 4 DECK #Z201ciq c) N I EXIST. p x EXIST. COVERED DECK I o 0 I N-GROUND 02.3' o 0 PROPANE % 1 Gofo - POOL 4 FENCE #Z-27432 o I -201 .01 PROPOSED EXTERIOR ELEVATIONS 0 rnTANK. I i CofO- DETACHED GARAGE Z-3o871 o w p � _ I = m i EXIST. ASPHALT DRIVEWAY I I EXISTING EXISTING _ w HABITABLE SR055 w a i SPACE AREA -202.0I PROPOSED EXTERIOR ELEVATIONS 0 = I i BASEMENT AREA 1,138.5 S.F. 2,0,55.O5.F. I � m FIRST FLOOR AREA 2,0&5.0 S.F. 2 085.OS.F. z c� z �- -- ----------- -- --- 60' FRONT SETBACK -- -- -----------� I W i< w EXIST. WELL SECOND FLOOR AREA 1,0'14.6 S.F. 1,074.(o S.F. -�O�.00 BUILDING SECTIONS o 5 a U p m i AREA TOTALS 4,2g8.I S.F. 5,244.6 S.F. PROPOSED PROPOSED m I HABITABLE GROSS SPACE AREA -�O1 ,QQ DESIGN DETAILS 04 � li di r- cv I BASEMENT AREA 1,1385 S.F. 2,363.1 S.F. Q p o O FIRST FLOOR AREA 2,363.1 S.F. 2,363.1 S.F. PROJECT: I I - f �j- Q�.QQ PROPOSED STRUCTURAL PLANS --------------------------------- -------------------J SECOND FLOOR AREA 1,418.a S.F. 1,418.Q S.F. N66000'00"E 267.55' AREA TOTALS 4,a20.5 S.F. [::�,1:4�51S.F. KR ESTI N RESIDENC E z S- I O2 .CO PROPOSED STRUCTURAL PLANS LOT GOVERAOE z 790 INDIAN NECK LANE d SOUTHOLD TOWN CODE PECONIC, NY 11958 DESCRIPTION (FOOTPRINT) AREA % LOT c ,Q PROPOSED STRUCTURAL PLANS Q COVERAGE z TOTAL LOT AREA 12-7,540.4 S.F. DRAWING TITLE: EXISTING- MAIN HOUSE 2,085.0 S.F. 1.6% PROJECT LOCATION & SCOPE PROPOSED 51 TE FLAN EXISTING- WOOD DECK 568.E S.F. 0.4% cj- 104,� I PROPOSED STRUCTURAL PLANS SITE PLAN & ZONING DATA SCALE: I" = 30'-O" EXISTING- COVERED PORCH 343.4 S.F. 0.5% EXISTING- POOL 800.0 S.F. 0.635 EXISTING- DETACHED GARAGE 1,12cTl S.F. 0.a% jam- C11 ,00 DWV/ WATER SUPPLY RISER PAGE: EXISTING- SHEDS 55-7.7 S.F. 0.4% GAS RISER PROPOSED ADDITION EXTENSION 2-16.6 S.F. 0.2% G-0 0 Im 0 :1 TOTAL AREA OF ALL STRUCTURES 5761.0 S.F. 4.5% DRAINAOE 5`Y57EM CALCULATIONS: MAXIMUM LOT COVERAGE ALLOWED: 209b NEW FIRST � SECOND FLOOR ADD I TI ONS= c136.5 5oL. Ft. DATE: 07/12/24 1 OF 19 g56.5 ScL. Ft. X 0.1-7= 15q-2 IMPERVIOUS SURFACES < 8" FROM GRADE 144q.2/42.2= 5.8 \/ERTI GAL FT. OF 8' D I A POOL REaU I RED EXISTING BRICK WALKWAY 1542.2 S.F. 1. !% PROVIDE (1) 8'o X 5' DEEP DRYWELL EXISTINS ASPHALT DRIVEWAY 10716.a S.F. 5.4% ZONING REGULATIONS MAIN BUILDING SITE LAYOUT NOTES: I. THIS 15 AN ARCHITECT'S SITE PLAN 4 IS TOTAL LOT COVERAGE INCLUDING - .- 18020.1 S.F. 14.29� SUBJECT TO VERIFICATION BY A LICENSED STRUCTURES <8" FROM GRADE SOUTHOLC TOWN GODS (280-A77. I) ,,,,, ,,.-ru'•-:<}.._,_� ,y, SURVEYOR. THE INFORMATION DRAINAGE SYSTEM INSTALLATION NOTES: REPRESENTED ON THIS SITE PLAN 15 TO THE EXIST. PROPOSED COMPLIES • A MINIMUM OF 10' SEPARATION 15 REQUIRED BETWEEN DRYWELLS ARCHITECT'S BEST OF KNOWLEDGE. r . WATER SER1/I CE LINE, UNDEROROUND UTILITY LINES, SEPT 1 C 2. 5URVEY INFORMATION WAS OBTAINED SOUTHOLD TOWN CODE 280-20-1 (A)(1) {, ,. + MIN. FRONT YARD 60.0' 121.2' 121.2' YE5 I r C FROM A SURVEY DATED APRIL 15, 2022 i �,i� ;• •-',-_.• .:- .- p COMPONENTS, LEACHINO FIELDS, SEWER COMPONENTS AND THE AND PREPARED BY: LOT SIZE / AREA IN 47,340.4 ALLOWABLE TOTAL �] '��.yr Y'_`.` �•�' .may'i .�,` .!`,i d ( I 1I EDOE OF ALL FOUNDATION WALLS I2734o.4 S.F. ; .: V ; EXCESS OF 80,000 S.F. GFA GFA MIN. SIDE YARD 20.0 102.3 102,3 YES ,< ,�. . �1 ,�; • AJG LAND SURVEYING PLLG. (f) LOTS UP TO 200,000 10,100 S.F. MIN. COMBINED A MINIMUM OF 5 SEPARATION 15 REQUIRED BETWEEN DRYWELLS 4 77 S. GOLEMAN ROAD CONCRETE SLABS AND PROPERTY LINES CENTEREAGH, NY 11720 S.F. 45.0 241.8 235.4 YES MAX. SIDE YARDS •'-°" ALLOWABLE S.F. / PLUS Ij ; j - ) ' '?CONNECT ALL OUTTER LEADERS TO NEAREST DRYWELL - - 2.5% OF EXCESS LOT 7,100.0 S.F. II835 S.F. 8283.5 S.F. 3753.0 S.F. MIN. REAR YARD 75.0' 251.5' 251.5' YES 11 AREA OVER 80,000 MAXIMUM HEISHT 35.0' 2a.2' 1 L 32.8' YES ll OEN RAL 5YM50L < Y : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT a WOOD FRAME (L.G. 5TL. Q WHEN APPLICABLE) 0 EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J co 5TL. WHEN APPLICABLE) (y) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL aa,' U,) WOOD FRAME (L.G. 5TL. ElPOST FOR 4 WALLS O WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL `- POST FOR 6" WALLS), U.O.N. _ 0 NEW 2-HR FIRE RATED f1 WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) D0 Ica � -� i d c X :3 N 0 O O +-j 1 O m � NO O � Q r- a 2� O DEMOLITION NOTE: PROVIDE SHORING AND SUPPORT TO ALL AFFECTED STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. - - - - - -�� - 0 - - - - - - - - I - - - - - - - - - - - - - - - - - 7�7 �11 ��7 ��1 IIIII I U � IIIII I � � Li. \,EXIST. WOOD DECK ABOVE W WINE CELLAR 40.5 SOFT. REMOVE II WINDOW EXIST. I HALF-BATH II O 11 54.'1 SOFT. 0 i ( X EXIST. z) STORAGE d0 O T2.2. SOFT. p EXIST. MEGH. +i - �� - - ' � - - 'a ROOM �-�, � --I L_ _7 • 76,9 SQ.FT. REMOVE ~ Q 61RDER FOR I ) ELEVATOR; 6G TO \ p PROVIDE — \ m SHORING AND a BRACING AD — \ \ z REMOVE REQUIRED \ \ 3 V) DEMO — = O W/H v=i cs OPENING FOR Z p NEW DOOR. w SEE OIL EXIST. MECH. ROOM PROPOSED J FURN. 20I.5 SQ.FT. p FOUNDATION �___= EXIST. 1 FOR DOOR GL. m SIZE \\ 26.4 50.FT. REMOVE FOR Z a Z J J RELOCATE \ _ OPENING UN T / w ALL WATER -- -I cn a SOLUTION ---- O Q TANKS \ REMOVE2 _ / C.) p m I DOOR � I � � _B� CN N ELEG. REMOVE WALL UP tii ti PANELS TO F-XI571NCP Q COLUMN. PATCH p o �- -J As REOUIRED.IN I I L- -J EXIST. 12 I g PROJECT: I I EXIST. BASEMENT UP II T ® + 7" REMOVE FINISHED 8 HEATED ! KRESTI N DOOR I 912.0 SOFT. EXIST. RESIDENCE CARPENTRY EXIST. - ROOM 5TORA5E 243.1 SOFT. 104.1 SQ.FT. I 790 INDIAN NECK LANE I EXIST. PECONIC, NY 11958 OIL \ DRAWING TITLE: ------------ \ PROPOSED DEMOLITION PLANS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I PAGE: EXIST. WOOD DECK ABOVE A-101m0l �o�- - - - ❑ - - - - - - - - - -�o� - - - - - - - - - o� - - - - - - - - -�a�- - - -�d� �- - - - DATE: 07/12/24 5 01719 PROPOSED 1DEMOL. M ON BASEMENT FLAN SCALE: 1/4" = ]'-Oil (5 I ` ERAL 5 I �550L < ) EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT a WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) EXISTING TO REMAIN M NEW WOOD FRAME (L.G. NEW FOUNDATION WALL W 5TL. WHEN APPLICABLE) J co NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL POST FOR 4" WALLS � C CLo V WOOD FRAME (L.G. STL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL NEW 2-HR FIRE RATED POST FOR 6" WALLS), U.O.N. — � 0 WOOD FRAME (L.G. STL. z O WHEN APPLICABLE) O O CV a •co V) c X :3 CV 0 O O +� O m (9 CV Cco O Q DEMOLITION NOTE: PROVIDE SHORT NO AND SUPPORT TO ALL AFFECTED n , STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT VJ OF ANY DEMOLITION OR CONSTRUCTION. C)ID • - prn x M �J 1 1 I c— EXIST. DOWN cf EXIST. WOOD DECK � •— 598�Q.1=T. I W III II I in EXIST. ;r III MUDROOM III 35.8 SO.FT. III REMOVE PARTIALLY DECK -I- Imo_ 11 �/ -7 F REMOVE �,y / WINDOW I I N w EXIST. EXIST. 'n p SUNROOM LAUNDRY ROOM EXIST. I '76.q SOFT. BATHROOM +1 +1 133.8 SOFT. 45.1 SQ.FT. Z w Z REMOVE I W/0 jlll --_-� EXIST. LIVING D- - o DOOR d � -mil --------, — - ROOM � L- � 0 WALLS I III ``j `` I - — - 549.5 50.FT. IL — EXIST, pw j1 I 1 FL W W I.G. 2 II �- - 48.3 SOFT. W _J in �t _ Z o - - -------7 �I EXIST. a w BATHROOM � Y Z J III EXIST. --- W p 98.1 SQ.FT. w KITCHEN g REMOVE ALL 226.0 SQ.FT. to Q m KITCHEN I III L_J L----- APPLIANCES r1� ----J w Z_ CABINETS T wDW� O I I REMOVE 0® ® U m J GABS. I 11 L BAR T EXIST. CL. CIA 7.SOFT. \ _ 0 o �j --------------- PROJECT: rp KRESTI N EXIST. RESIDENCE I II I EXIST, DINING BEDROOM III 506.5 SQ.FT. ROOM EXIST. GREAT REMOVE III 160.2 SOFT. ROOM WINDOWS 4 III 161.4 SQ.FT. PARTIAL rl� 790 INDIAN NECK LANE WALL PECONIC, NY 11958 0 DRAWING TITLE: PROPOSED DEMOLITION PLANS EXIST. WOOD DECK PAGE: 545.2 SOFT. N� A-102m0l X� DATE: 07/12/24 6 OF 19 r PROPOSED 17EMOL I T I ON F I R5T FLOOR SCALE: 114" = 1'-0" OENEF,AL 5",r 1`5OL i�EY DOOR SCHEDULE _ - NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED WOOD FRAME (L.6. STL. DOOR MATERIAL Q EXISTING TO REMAIN WHEN APPLICABLE) - NEW WOOD FRAME (L.6. r- NEW FOUNDATION WALL TA6 DESCRIPTION MANUFACTURER O Q N RATRINO Lu NOTES Lu J WIDTH HEIGHT lu 1 ca 45 m STL. WHEN APPLICABLE) SEI_FI CLOSING Q a--+ N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL •O � WOOD FRAME (L.6. STL. El POST FOR 4" WALLS BASEMENT O WHEN APPLICABLE) (MIN. (2) 2'Wo STRUCTURAL - 2 " b ------ - O POST FOR b" WALLS), U.O.N. 001 SINGLE JELD-WEN '-b '-B" 1 • �i�� - 7t5 O NEW 2-HR FIRE RATED i � CO WOOD FRAME (L.6. STL. F Z WHEN APPLICABLE) 002 SINGLE JELD-WEN 2-8 b-8 • O O N O I a •CU Lr) X N O O O +J O m z' 6 cc FOUNDATION PLAN NOTES Q N O O TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: EXISTING DOOR NOTE: O • (2) 2"xb" P.T. SILL PLATES H/COPPER TERMITE SHIELD O 1. DIMENSIONS SHOWN ON PLAN. d SILL SEAL 2.DOOR TO EXTERIOR STAIRS/BILGO 15 INSULATED. n 1 • ANCHOR BOLTS AS PER PAGE 6-005 EXIST. SMOKE DETECTOR / GO DETECTOR NOTES: V/ • P. GONG. FOUND. WALL AS PER DETAIL UPON O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT • P. GONG. FOOTING AS PER DETAIL SMOKE /CARBON MONOXIDE COMBINATION DETECTOR • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR HARD WIRED TO EACH OTHER H/BATTERY BACKUP. • B.O. FOOTING 5'-0" BELOW GRADE MIN. 2.INTERCONNECTION BETWEEN NEW d EXISTING DEVICES • I/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN SHALL NOT BE REQUIRED WHERE EXISTING ALARMS - - - - - - - APPLIGABLE) ARE NOT INTERCONNECTED, AS PER NYS R514.4. • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / 5. PROVIDE SMOKE/CO DETECTORS AS INDICATED,AND STOOPS (WHEN APPLICABLE) PER 6ENERAL ELECTRICAL NOTES ON PAGE 6-002. - v • • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. FOR HE16HT OF WALL d SLAB (WHEN APPLICABLE) HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS F- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - n E OPENINC5 TO BATHROOMS H/SHOW (ER OR TUB. f HOLDOWN (FOUNDATION TO IST FLOOR): 5. INSTALL ALL AS PER MANU. SPEG.'s T Ob.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR HOLDOWN V' AS PER PAGE 6-003 IN COMPLIANCE WITH LOCAL CODE UNDER-FLOOR 5 I6"x8" DEEP P. CONC. CONTINUOUS FOOTING 10 EXISTING WINDOW NOTE: VENTILATION I �r �Fj �El� �1:1� -❑� ❑� ❑� O AS PER DETAIL I/A-401 (TYP.) O I. EXISTING 2'-8"xl'-2" BASEMENT CASEMENT WINDOW. FLOOR 242 S.F. / 1 EXISTING EXHAUST FAN INSTALLED IN LOCATIONS WHERE AREA `J OFOUNDATION WALL OPENING: II VENTILATION IS NOT MET BY MEANS OF NATURAL % REG. S.F. PROV. `1 I. 5'-O"x7'-O" MASONRY OPENING IN FOUNDATION CIRCULATION THROUGH WINDOWS OR DOORS TO 2 2.SEE NOTED DETAIL OUTDOOR SPACES AS PER NYS MECH. CODE SECTION VENT lb S.F. 2.0 S.F. � 25'-q" UNDER-FLOOR AREA VENTS 405.5.2.5; INSTALL AS PER MANU. SPECS REQ'D _I q'_2" Q • O NEW VENT w/ MIN. I S.F. NET VENTILATION OPENING PER EXISTING WOOD/VINYL FLOOR: 2020 IRG R40b; INSTALL AS PER MANU. SPEC WITHIN 12 I. EXISTING FLOORING INSTALLED UPON EXISTING 3'-0" OF BUILDING CORNERS T / - _ - - - - EXIST. WOOD DECK ABOVE PAD FOOTING _ •pry � - � - - - - - � I 0 bOIS"xl8"xl2" DEEP P. GONG. PAD FOOTING AS PER EX. BILCO DOOR To BE MAINTAINED AS EGRESS: EXIST. DETAIL X-A/XXX. W 13 I. AS PER CERTIFICATION LETTER SUBMITTED WITH :t / •° THESE DOCUMENTS THE BASEMENT AS FINISHED WINE CELLAR A O TYP. STL. COL.: PRIOR TO THE REMOVES BULKHEADTION OF ENCLOSURES AS A MEANSNT CODE HIOF 2 / J 40.5 SQ.FT. L - - - - - - - - - - - - - - - - - SEE NOTED DETAIL AS PER PLAN - - - - - - - - - - - - - - - - - E6RES FROM THE BASEMENT . EXIST. 1 I a g 2Qx65 HALF BATH A-401 I - 54.1 SOFT. 0 N • " 12 O ' m WALL IN-FILL I b I 8 N EXIST. Ll _ 5 a I NEW = - w m, I STORAGE m "12.2. SQ.FT, dJ WATER m T o 0 �� ❑� FL 10 z +1 ® SOLUTION 12 O TANKS a J I- - (- 2-q Q I LOCATION T " " s� ui 2" 10'-I" " Q LL 6 b 0 _ o 5 I " a x �\ \ ix ' PROPOSED - 7- " " \ \ z STORAGE POURED CONCRETE AND STEEL REINFORCEMENT NOTES: U242.s SG2.FT.NHEATED a N _ PROP L _ \`�_ 8 p W w/H E EV. v=i UNFINISHED EXIST. MECH. :t - EXIST. OLU I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT _ V-11" GL6. HOT. ROOM 6 EXIST. SM/GO EX EXIST. MECH. 10 w O W Q FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND m 76.q 50.FT. OIL ROOM i g ul DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. m m 26.q sa.FT. I� FURN. J 20?.5 SOFT. Y 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION b2 3 J 7 !u m SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR �+ 0 5'-4" EX. N Q ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER I 60 m A/C Z Z ENCOUNTERED. _ 8 m UNIT w 5. POURED CONCRETE SHALL BE KEPT M0157 FOR A MIN. OF 14 DAYS. 4 001 4 ALL FOUNDA71ON DAYS AND SHALL ORK SHALL M E EO PSI GURRE POURED AEG AT 3I8 CODE. ❑� ❑� 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED 4--b" LW CARBON STEEL ASTMA615 GRADE 60. MM FOR SLABS DO NOT - N � NEED TO BE EPDXY COATED. PANELS g 3Qxba ti 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS J EXIST. BASEMENT b Q Cj SHALL BE STAGGERED. I FINISHED 4 HEATED o 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL E HARDWARE IN g12.0 SOFT. 2�xba� / 7'-10" GL6. HOT. PLACE EAT TIME I E OFP OURIN SS, MAINTAIN REQUIRED CLEARANCES, I / L- L� UXLT. i2 T 1� + Si' :o PROJECT: COVER �t CEMENT 8 CONCRETE.ALL CONFORM TO ASTM C-55 FOR STANDARD WE16HT 12 �(\R ES 1T 'N 5 � � EXIST. r 10 W EXIST. CARPENTRY �_, 1 RESIDENCE GONGETE - GOLD WEATHER POURING b CONCRETE MIXTURE cV 5TORA6E 12'-I" ROOM 2- IOq.I SOFT. 245.1 SOFT. i. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF I A-501 3'-O" i 0 5'-II" GL6. H67. A-301 CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE _ HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. \ • \ \ 0 m 790 INDIAN NECK LANE 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 2 6 \ : \� 12 OILEXIST. 10 PECONIC, NY 11958 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL CONFORM TO AGI 5005. \ N 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / \ in O DRAWING TITLE: TEMPERATURES WIHINROUND MAY BE 100 F F CONCRETMEOVED OR HEATED TO I - - - - - -� _ - - - - - - - - _ - - - - - - - _ " PROPOSED FOUNDATION PLAN 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. 2-I REMOVE AS REOV. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- Al 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE 2 PERMITTED WHEN NECESSARY. 8-il -1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OP 55• F OR HIGHER AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. EXIST. WOOD DECK ABOVE PAGE: b. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE -- - - - - - - �•-•� A-10 PERMITTED TO BE ADDEDTO CONCRETE MIXTURE AS PER AGI 506 ❑_ _ - - - - - - - Q_ - - - - - - - - - - LJ m (ASTM 04g4/04g4M,TYPES G AND E). I- 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL - AREAS EXCEED ONE SQUARE INCH. D i 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED - - - - DATE: 07/12/24 8 OF 19 TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS L REACHED A COMPRESSIVE STRENGTH OF 500 PSI. 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 30b. PROPOSED FOUNDA71ON PLAN ' _ 1,138.5 S.F. HAE317ABLE S9=AC E; 2,56 5.I S.E. GROSS AREA SCALE: I/4" = I'-o" 9 OENEF'NAL S*Nr��50L EXISTING TO BE D NEW PARTIAL HEIGHTEMOLISHED WOOD FRAME (L.G. 5TL. Q I 1 EXISTING TO REMAIN WHEN APPLICABLE) Q W NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J STL. WHEN APPL I CABLE) cc (c NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q t (U WOOD FRAME (L.G. STL. POST FOR 4" WALLS LO Q WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. O NEW 2-HR FIRE RATED >: (D WOOD FRAME (L.G. STL. L z '- WHEN APPLICABLE) d .0 U FLOOR PLAN NOTES p CO XO � O DOOR NOTE: a--' O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O NEW LAUNDRY ROOM: (\J O co Lr) ON PLANS BY 'JELD-WEN' (OR EQUAL). I. NEW WASH / DRY HOOK UP Q Q a 0 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2•COORDINATE LAUND. ROOM k DOOR DIM.'s ON PLANS BY 'THERMATRU' (OR EQUAL). w/SIZE 3. NOTE DOES NOT INDICATE EACH NEW DOOR 3.PROVIDE HOOK UPS AS REQ'S PER MANU. OF EQUIP. PROPOSED;SEE DE516NATION5 $ DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR DRYER EXHAUST NOTE: n1 WALLS, U.O.N. I. DUCT SHALL TERMINATE TO EXTERIOR WALL W 5. INSTALL AS PER MANU SPEG.'s 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 6.PROVIDE (2) 2"xlO" HDR., U.O.N. OPENIN6S 7. SEE PACE 0-005 FOR ALL OTHER FRAMING 3.DUCT SIZE AS PER MANU. D ELEMENTS AROUND DOORS (TYP. FOR ALL) U.ON. 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER c� 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN o ' OSMOKE DETECTOR / CO DETECTOR NOTES: CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO T 2 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SMOKE /CARBON MONOXIDE COMBINATION DETECTOR SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 4 p m U . - HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. EXCEED 6 FEET AND SHALL BE LISTED AND LABELED 0 X 2.INTERCONNECTION BETWEEN NEW d EXISTING DEVICESACCORDANCE SHALL NOT BE REQUIRED WHERE EXISTING ALARMS IN EXHAUST CTSWITH UL MNW ARE NOT INTERCONNECTED, AS PER NYS R3144. 6.EXHAUST DUCTS SHALL BE MIN SURFACES THK RIGID 3. PROVIDE SMOKE/GO DETECTORS A5 INDICATED, AND METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS 4-1 -1 m PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. RUNNING IN THE DIRECTION AIR FLOW. EXHAUST 'T 4.SMOKE /CO DETECTORS TO MAINTAIN 5' MIN. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 13'-q" • HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS SCREWS i EXIST. $ OPENINGS TO BATHROOMS w/SHOWER OR TUB. 7• MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER T' DOWN LOCATION TO THE WALL OR ROOF TERMINATION. THE 5. INSTALL ALL AS PER MANIJ. SPEC.'s MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° 5'-8" T I" MODIFIED IN COMPLIANCE WITH LOCAL CODE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES WOOD DECK 5'I2.3 SQ.FT. WINDOW NOTE: NOT INCLUDE THE TRANSITION DUCT. O3 I. ALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN r D CASEMENT, DOUBLE-HUNG, OR GLIDING(AS NOTED). NEW EXHAUST FAN TO BE INSTALLED AND IN LOCATIONS INSTALL AS PER MANU. SPEC.'S. O WHERE VENTILATION 15 NOT MET BY MEANS OF NATURAL 6 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; CIRCULATION THROUGH WINDOWS OR DOORS TO SEE DESIGNATIONS d WINDOW SCHEDULE. OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION 3 EXIST. 3.FOR SUBSTITUTIONS,SEE NOTE #q IN "GLA55 WINDOWS 405.5.2.5; INSTALL AS PER MANU. SPECS pj 101Q AND DOORS" ON PACE 6-002. 20 MUDROOM 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. ' r 3s.a SQ.FT. �t 5. ALL DOUBLE HUNG WINDOVIS TO BE TILT WASH NEW ATTIC, ACCESS - PULL DOWN STAIR:O A 6.6. . T GENERAL,TEMP. 6L. SHALL BE PROVIDED: I. MIN. 550 # CAPACITY 2.SIZE TO FIT MECH. EQUIPHRU OPENING (MIN. 22"x30") 6.1. FOR ALL SKYLIGHTS � OPERABLE PANELS OF 3 I - SWINGING, SLIDING, b BIFOLD DOORS 3.0.75 HR FIRE RATED 4.DEL. FRAMING WHEN NEW OPENING 6.2. WITHIN 15" OF F.F. 6.5. WITHIN 24" OF A DOOR 5. WEATHERSTRIP ACCESS OPENING d PROVIDE R-41 PROP. b 6.4. WITHIN STAIRWAYS B WITHIN 36" OF A LANDING INSULATION ABOVE w/ND. FR. (OR EQ.) BAFFLE OR = LAUNDRY 6.5. WITHIN TUB/SHOWER ENCLOSURES RETAINER TO PREVENT INSULATION FROM ENTERING ' ROOM b.b. SEE AL50 GENERAL NOTES ON PAGE 6-002 DWELLIN6 WHEN OPENED, AS PER NYS EGG R402.2.4 iv '7. SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND (OMIT WHEN ATTIC. ACCESS DOES NOT PENETRATE - b5.2 SQ.FT. 103 N WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM THERMAL ENVELOPE OF BUILDING). w (2) 2"xl0" HEADER U.O.N. 6.INSTALL A5 PER MANU. SPEC.'S _ -f. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 4'-b" I�2'-O" 0 WIN. b.WINDOW FALL PROTECTION SHALL BE PROVIDED PER EXIST. NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS NEW FLOOR: 5 BATHROOM +I +I ASO E LESS THAN 24" ABOVE F.P., THAT ARE MORE THAN'12" g SQ.FT. ABOVE GRADE OR THE ADJACENT SURFACE Ar THE I. NEW J', PLYWOOD SUEFLOOR BENEATH (GLUE d SC 45.1 REW); 102 FL EXIST. BUILDING EXTERIOR. SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® - - °ry PROP m N SUNROOM o 2.NEW INTERIOR.N SHED FLOOR TO MATCH EXISTING D YE PANTRY 133•b 50PT` Z EGRESS NOTE: VENT 6. 3'-6" C1.3 SaFT. O w a IN COMPLIANCE WITH NEW YORK STATE BUILDING LLI NEW TILE FLOOR: CENTER V aCODE, SECTION R310.2.1;THE FOLLOWING MEANS OF O Z EORE5S SHALL BE FOLLOWED: I. NEW TILE FIN15H (H.O. TO SELECT) UPON - J 2 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON UPPERS EXIST. LIVING W W NET CLEAR OPENINO........... 5.'1 S.F. 3.NEW " DUROGK GEMENTBOARI7 (OR EQUAL) UPON - Iq'-i" �, - - ROOM - U- NET CLEAR HEIGHT............... 24" MINIMUM 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE a SCREW); i- 30 REF. O O - _ - - 34a5 SQ.Fr. - - O -- - NET CLEAR WIDTH... ......... 20" MINIMUM SCREW PERIMETER OF SHEATHING 6" O.G. d 12" O.G. 0 4-6" 3-7" _ W O i INTERIOR. :0 36" RANGE 30"W/o +I +1 ir TYPICAL BATHROOM NOTE: B I PROP. ® X EXIST, I•G• Z O I. WALL BOARD - - 4a.3 50.FT. W NEW A/G ZONE: S 3'-6" q'-o" 4'-'�" v ELE�/. ,n NATURAL LIGHT $ W O w I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 10 I. ADD NEW A/C ZONE IN MASTER BEDROOM +t MODIFIED VENTILATION v=j w ALL BATHROOMS BATHROOM AREA 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 2.CONNECT TO EXI5TIN6 A/G UNIT Q CONDENSER i KITCHEN F z EXIST. o TUB SURROUNDS 3.INSTALL AS PER MANU. SPECS dJ 330.2 SQ.PT. si- x FLOOR 544 S.F. BATHROOM Z 0 2. SHOWER FLOORS nl _ 3 -I'-10" GLG. HGT w Q AREA 9a.1 50.FT. Lu 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON O o B S.F. REQ. S.F. PROV. p 2 2.2. CONCRETE MUD-SET (SLOPE 1/5" PER FOOT EX.BILGO DOOR TO BE MAINTAINED AS EGRESS: 0 Z Y TOWARDS DRAIN) UPON II I. AS PER CERTIFICATION LETTER SUBMITTED WITH jh - - - _ - - 2.3. WATER PROOF MEMBRANE TO COVER SHOWER THESE DOCUMENTS THE BASEMENT WAS FINISHED 43.5 S.F. 47.a S.F. g m FLOOR, WRAP DRAIN 3 ATLEAST 16" UP WALLS PRIOR TO THE ADOPTION OF CURRENT CODE WHICH - - VENT I_ - H Q ~ 3. SHOWER NICHE REMOVES BULKHEAD ENCLOSURES AS A MEANS OF DW REQ'D 21.8 S.F. 26.q S.F. O O w Z w 5.1. NEW SHOWER NICHE 24"W x 12"H x 3.5"D EORE5 FROM THE BASEMENT 3 7'-q" 3 W r 0 m O � Q ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. E m 7'II EXIST. n 00 EXIST. ** SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER u) BAR GL. FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER O -8'-O" 13'-0" To sQ.Fr. H � - - -- - - - --- - --- - UPPERS � wl UPPERS �' WINDOW CHART Lu ti m EGRESS 3 u l! 0 0 J j CLEAR LIGHT VENT ILL z ROUGH OPENING WINDOW DIMENSION OPENING PRO\/. PRO\/. G 0 N PROJECT: TAG TYPE MODEL # TEMP. v _ WIDTH REQ'D: 20" PER PER 21'_O" HEIGHT REQ'D:24" UNIT UNIT 0 WIDTH HEIGHT WIDTH HEIGHT OPEN REOV: 5.1 S.F 3 g EXIST. \ / IF -- , „_ 1- : K R EST I N A (2) DOUBLE HUNG WDH2O32 2-2 VS 3-4 V8 2-I 5/8 �., 3-4 V8 �� 4.21 2.48 - m EXIST. GREAT BEDROOM _ M 3 ROOM 506.5 SOFT. �_ RESIDENCE B (3) DOUBLE HUNG f WDH21052 3-0 V8' 3-4 V8' 2-II 5/8 3-4 78 PLANIF (o.42 3.62 A 301 G MODIFIED 161.4 SQ.FT. A-3OI L r S PINING ROOM G (b) DOUBLE HUNG WDH2O410 2'-2 VB" 5'-O V8" 2'-I 5/8" 5'-0 VS" 6.54 4.00 `�, g 214.b SQ.Fr. rL i - D (2) CASEMENT OX14 2'-8" L 4'-o V2" 2� '-1 V2" 4'-0" 7.-7 5.F. a.l 7.7 G 790 INDIAN NECK LANE rL � PECONIC, NY 11958 E TRANSOM F (5) DOUBLE HUNG TW3046 3'-2 I/8" 4-8 7/8 3'-I 5/8" 4'-8'i/8" 5.75 S.F. SEE 10.31 =5.15DRAWING TITLE: PLAN r77777t PROPOSED FIRST FLOOR PLAN DOOR SCHEDULE ---- ---- --- - EXIST. DOOR MATERIAL WOOD DECK 345.2 50.FT. TAG DESCRIPTION MANUFACTURER Ll N RFIRE NOTES WIDTH HEIGHT E- Q ATINPAGE: W 45 MIN. RATED Q SELF-CLOSING -105w01 FIR57 FLOOR D _ 101 51NGL.E THERMATRU 3'-O" A 6'-8" • I'; �� • 0_ -7 �� ---- 102 DOUBLE JELD-WEN 2'-O" 6'-b" DATE: 07/12/24 9 OF 19 �� le 103 POGKl=T JELD-WEN 3'-O" 6'-8" •_� SECOND FLOOR 201 DOUBLE THERMATRU 2'-b" b'-8" • I�I,�' 202 SINGLE JELD-WEN 2'-6" b'-8" • FROFOSED FIRST FLOOR PLAN 0� 203 SINGLE JELD-WEN 2'-6" 6'-8" • 2,565.1 S.F. }-}AgITABLE SF ACE; 2,565.1 S.F. OROSS AfpEA SCALE: I/4" = I'-O" 204 SINGLE JELD-WEN 2'-6" b'-8" • r r .``�_ 6-' 205 SINGLE JELD-WEN 2'-6" b'-8" 1 • �� r . 206 SINGLE I JELD-WEN 2'-0" 6'-8" I • �,I�� 207 SINGLE JELD-WEN 2'-6" (5ENE AL S`r 150L <E)," : a _ EXISTING TO BE DE NEW PARTIAL HEIGHT MOLISHED i WOOD FRAME (L.6. 5TL. II` Q EXISTING TO REMAIN WHEN APPLICABLE) Lu NEW FOUNDATION WALL W NEW WOOD FRAME (L.G. J fa 5TL. WHEN APPLICABLE) (y) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Q Ln WOOD FRAME (L.6. 5TL. ® POST FOR 4" WALLS O WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL POST FOR 6" WALLS), U.O.N. 2 NEW -HR FIRE RATED }' (D i T- WOOD FRAME (L.G. 5TL. O C ('v z O WHEN APPLICABLE) X N FLOOR FLAN NOTES o o m .J DOOR NOTE: NEW LAUNDRY ROOM: Oj N O Lo I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O W Q 1, NE WASH /DRY HOOK UP a--+ ON PLANS BY JELD-WEN' (OR EQUAL). C 2.COORDINATE LAUND. ROOM b DOOR DIM.'s O. O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT w/ SIZE OF EQUIP. ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REa'S PER MANU. 5.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR DRYER EXHAUST NOTE: WALLS, U.O.N. . INSTALL A5 PER MANU Sf,EG.'s I. DUCT SHALL TERMINATE TO EXTERIOR WALL 5 5.PROVIDE (2)PER HDR., U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY I 'i. OPENINGS SEE PAGE 6-005 FOR ALL OTHER FRAMING 5. DUCT SIZE ELEMENTS AROUND DOORS (TYP. FOR 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER D _ 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN -0 OSMOKE DETECTOR / CO DETECTOR NOTES: CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 0 �J 2 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SMOKE / CARBON MONOXIDE COMBINATION DETECTOR SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. EXCEED 6 FEET AND SHALL BE LISTED AND LABELED 2.INTERCONNECTION BETWEEN NEW 8 EXISTING DEVICES IN ACCORDANCE WITH UL 2155A. SHALL NOT BE REQUIRED WHERE EXISTING ALARMS b.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK R161D ARE NOT INTERCONNECTED, AS PER NYS R514.4. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS t , 5.PROVIDE SMOKE/CO DETECTORS AS INDICATEC, AND RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST T PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 4.SMOKE / GO DETECTORS TO MAINTAIN 5' MIN. SCREWS HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS _ _ _ 1 "f. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER � k OPENINGS TO BATHROOMS w/SHOWER OR TUB, LOCATION TO THE WALL OR ROOF TERMINATION. THE 5. INSTALL ALL AS PER MANU. SPEC.'S MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 U 6.SMOKE DETECTOR AND CARBON MONOXIDE DET=CTOR FEET FOR EACH 450 BEND AND 5 FEET FOR EACH q0° IN COMPLIANCE WITH LOCAL. CODE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES WINDOW NOTE: NOT INCLUDE THE TRANSITION DUCT. O 1. ALL NEW WINDOWS E DOORS SHALL BE ANDERSEN CASEMENT, DOUBLE-HUNG, OR GLIDING (A5 NOTED). NEW EXHAUST FAN TO BE INSTALLED AND IN LOCATIONS / _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ` • INSTALL AS PER MANU. SPEC.'S. O WHERE VENTILATION 15 NOT MET BY MEANS OF NATURAL - - - - - - - - - - - - - - - - - - - 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; CIRCULATION THROUGH WINDOWS OR DOORS TO � FIRST FLOOR OUTLINE SEE DESIGNATIONS t WINDOW SCHEDULE. OUTDOOR SPACES AS PER NYS MECH. CODE SECTION 5. FOR SUBSTITUTIONS, SEE: NOTE #q IN "GLASS WINDOWS 405.5.2.5; INSTALL AS PER MANU. SPECS �� Q AND DOORS" ON PAGE 6-002. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. NEW ATTIC ACCESS - PULL DOWN STAIR: 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH O I. MIN. 350 # CAPACITY 6.IN GENERAL,TEMP. 6L. SHALL BE PROVIDED: 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x509 6.1. FOR ALL SKYLI6HT5 d OPERABLE PANELS OF 5.0.75 HR FIRE RATED SWIN61N6, SLIDING, E BIFOLD DOORS 4.ML. FRAMING WHEN NEW OPENING 6.2. WITHIN 15" OF F.F. 5. WEATHERSTRIP ACCESS OPENING $ PROVIDE R-461 6.5. WITHIN 24" OF A DOOR INSULATION ABOVE w/HD. FR. (OR Ea.) BAFFLE OR 6.4. WITHIN STAIRWAYS $ WITHIN 56' OF A LANDING RETAINER TO PREVENT INSULATION FROM ENTERING 6.5. WITHIN TUB/SHOWER ENCLOSURES DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 6.6. SEE ALSO 6ENERAL NOTES ON PAGE 0-002 7. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM THERMAL ENVELOPE BUILDING). I6'-6" b.INSTALL AS PER MANU. SPEG.'s (2) 2"xIO" HEADER U.O.N. -T. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 6.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 14'-5" NYS R512.2 FOR OPERABLE WINDOWS WITH 51LL HEIGHTS NEW FLOOR: LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN 72" O ABOVE GRADE OR THE ADJACENT SURFACE AT THE I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); BUILDING EXTERIOR. SCREW PERIMETER OF 5HEATHIN6 6" O.C. b 12" O.G. a I OPEN BELOW \ o INTERIOR. 31II ® ® \ Z 2.NEW FINISHED FLOOR TO MATCH EXISTING 5 IL- IN Q EGRESS NOTE: � w COMPLIANCE WITH NEW YOFI< STATE BUILDING A-4ol NATURAL LIGHT $ _ O NEW TILE FLOOR: cv m c CODE, SECTION R510.2.1;THE f°OLLOWIN6 MEANS OF O VENTILATION � � � PROP. �- q I. NEW TILE FIN15H (H.O. TO SELECT) UPON FLOOR ELEV. �, EXIST. Q E6RE55 SHALL BE FOLLOWEC>: 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON i- � ~ G .� _ 220 S.F. s4.o Sa.Fr. � NET CLEAR OFENINO........... 5.-1 S.F. 5. NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON PROPOSED AREA w OQ w NET CLEAR HEIGHT............... 24" MINIMUM 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); Ilo.b saFT. 3 S.F. REa. S.F. PROV. O NET CLEAR WIDTH................. 20" MINIMUM SCREW PERIMETER OF 5HEATHIN6 6" O.G. 8 12" O.G. L 16HT INTERIOR. G REa'D 17.6 S.F. 3-11 S.F. Z TYPICAL BATHROOM NOTE_ O I. WALL BOARD VENT 6.5 S.F. 45.0 S.F. 202 - MODIFIED O J 3 N NEW A/C ZONE: REa'D 7 HALLWAY EXIST. _ / O w I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 10 I. ADD NEW A/G ZONE IN MASTER BEDROOM b O 122.6 SOFT. SM/CO T 2 ALL BATHROOMS BATHROOM AREA r = M B O 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 2.CONNECT TO EX15TINO A/C UNIT b CONDENSER - EXIST. 2 5 H w TUB SURROUNDS _ / 5M/CO w C 3. INSTALL AS PER MANU. SPECS � 1 • V U SM/GO � w 2. SHOWER FLOORS 201 5 /GO 6'-q" D 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON O Q Q 4 �� = 2.2. CONCRETE MUD-SET (SLOPE I/6" PER FOOT EX.BILGO DOOR TO BE MAINTAINED AS EGRESS: cV 51_�}II 41_gl1 O� EXIST. N Z TOWARDS DRAIN) UPON II I. AS PER CERTIFICATION LETTER SUBMITTED WITH 1 MODIFIED 2 - EXIST. GL. MODIFIED 1ru� w 2.5. WATER PROOF MEMBRANE TO COVER SHOWER THESE DOCUMENTS THE BASEMENT WAS FINISHED $EDROOM � SM/GO 5.6 5a.FT. BEDROOM to Q 220.0 SOFT. H FLOOR, WRAP DRAIN d ATLEAST I6" UP WALLS PRIOR TO THE ADOPTION OF CURRENT CODE WHICH n ® 6'-10" GLG. -''� I`2'-O" �I 7A SOPT. I45.2 Sa.Fr. D UJ w Z w 5. SHOWER NICHE REMOVES BULKHEAD ENCLOSURES AS A MEANS OF _ 3.1. NEW SHOWER NICHE 24"W x 12"H x 5.5"p EGRES FROM THE BASEMENT HGT. `T Q w n 5 6 FL,� �+ N 5 0 V O m ALL NEW WINDOWS SHALL BE ANDE:IRSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "6-005" FOR NAILING 8 STRAPPING DETAILS. G to 6 ,� EXIST. NATURAL LIGHT "* SEE DOOR SCHEDULE FOR ALL 6LA55 DOORS FROM SAME MANUFACTURER rI * FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER = - BEDROOM VENTILATION i . MODIFIED 156A 50.FT. WINDOW CHART 411 b" 10 6" 52.4 SOFT. q 206 HOT FLOOR 145 S.F. ~ N BATHROOM O 7'-5" EXIST. GLG. AREA �ii ti I 7'-5"EXIST. 1 S.F. REa. S.F. PRO\/. Q w EGRESS 203 L - - _' 204 205 GLG.H67. 4 LIGHT O o CLEAR I LIGHT VENT � I - 11.6 S.F. 16.2 S.F. ROUGH OPENING WINDOW DIMENSION OPENING PROV. PROV. _ 2- to m I III Fll cv REa'D 6 b ,ry �N �a,D 5.8 S.F. 15.4 S.F. A-501 TAG TYPE MODEL # TEMP. m "ANT �- PROJECT: I WIDTH REa'D: 20" PER PER _ , A-Sol � HE16HT REa'D:24 UNIT UNIT ROP. WIDTH HEIGHT WIDTH HEIGHT-11 4 OPEN REa D: 5.7 S.F 6` Sa.FT. 4 0 20,611 K R EST I N A (2) DOUBLE HUNG WDH2O52 2'-2 V6" 3'-4 76" 2'-1 5/8" 3'-4 Vb" 4.21 2.48 6 10 GLG HGT. ® PROPOSED 0 BATHROOM 6 . 1 II I II I II 11 SEE F 123.E sa.FT. RESIDENCE B (3) DOUBLE HUNG WDH21052 3-0 V6 3-4 V6 2-I 15/6 3-4 V8 PLAN 6.42 5.62 - 5'-10" GL6. HOT. O -1 ® PROPOSED I_ _ I 4 N It N BATHROOM 1 �t G (6) DOUBLE HUNG -0 V6" 6.84 4.00 \ • 5 F L F -'� 5 F 72.4 Sa.FT. 5 E 5' L i -O" 4'-6y2" 4 q F D (2) CASEMENT GXI4 2'-8" 4'-o v2" 2'-? v2" 4'-0" "1.7 S.F. 8.1 ,., = 790 INDIAN NECK LANE I 11 I 11 I 11 I II �,-I„ T P. 141-�, 6-, TEMP. 11'-I11 =7M . J PECONIC, NY 11958 E (I) TRAN50M WTR1817 I -10 V8 -q V6 -q 5/6 I-q 5/16 1.75 - 61_�211 2 11�2 - �LDOUBLE - i II I- II I- II 1- IIF (5) HUNG L TW5o46 3'-2 i/8" IF 4'-6 V6" 3'-I 5/6" 4'-6 7/6" 5.75 S.F. PLAN 10.51 5.75 6'-0" 6'-6' 4'-0 3 6 5 0 5 b DRAWING TITLE: 10'-011 I6'-4" 16'40" PROPOSED SECOND FLOOR PLAN DOOR SCHEDULE 6'-5" 41'-4" DOOR MATERIAL TAG DESCRIPTION MANUFACTURER Ll Q 0 RATNG NOTES PAGE: WIDTH HEIGHT p Lu -1 45 MIN. RATED 3 SELF-CLOSING 06 m FIRST FLOOR 101 SINGLE 1 THERMATRU 3'-O" b'-8" �� • D - - ° ' -7F- DOUBLE JELD-W DATE: 07/12/24 10 OF 19 102 EN 2'-O" b'-8" �I �� 105 POCKET JELD-WEN 3'-O" b'-8" IEKIL-1=1 SECOND FLOOR ��1 - -- - - - --- 201 DOUBLE THERMATRU 2'-6" 6'-8" I • iIF • - IIJJ I b/�I r 202 SINGLE JELD-WEN 2-6 6-81 PROPOSED SEC Oi�� FLOOR FLAN I� 205 SINGLE JELD-WEN SCALE: 1/4" = 1'-O" l 1,418.E S.F. HAE31TAELE SP,�GE; 1,418.cl S.F. OR055 AREA 204I F- SINGLE JELD-WEN 2'-6" 6'-6" I 11 I a. .r 205 51 NGLE JELD WEN 2-6 6 811 206 SINGLE JELD-WEN 207 SINGLE JELD-WEN 2'-6" 6'-8" • ELEVATION NOTF-5 TYPICAL ROOFINO: 1. SEE NOTE AT BUILDINOSECTION FOP,MINIMUM < CONSTRUr,71ON STANDARDS 2. H.O. TO VERIFY FINAL OOLOR 4 MATERIAL SELECTION IA IA I C0 BEFORE INSTALLATION PROPOSED R.IDOE HEI C-7HT LWLLuj ELEV. +52.7' LLJ cc ASPHALT ROOFIN6 SHINOLES, SIZE 4 COLOR TO 12 MATCH EXISTINO < c\j 14 Lo T'rFICAL SIDINO: I IA c 1. SEE NOTE AT BUILDINO SErITION FOR MINIMUM 2 25 CONSTRUCTION STANDARDS EX15T. RIPOE HEI6HT C; 0 2. H.O. TO VERIFY FINAL COLOR ANn MATERIAL SELECTION ELF-;; .:2, BEFORE INSTALLATION >: (.0 Z C:) 0 C c\j SHA<E 51DINO, SIZE 4 COLOR TO MATCH EXISTINO U) 12 cc >) x c :3 c\j 2 25 0 0 1 BOARD 4 BATTEN 51DIN0-; SIZE 4 COLOR TED 14 00 -- W -c C\l (:5 cc 07 c: 0 NEV4 b" SEAMLESS OUTTERS 4 VOV4NSPOUTS; < a: b PROPOSEC) SECONI:) CEILINS HEI&HT 41 1 (COLOR) $ (MATERIAL) (7YP.) P 7YPIC L 5/4"x4" 'AZE< f>R EO.): 1. FROVIDEA7ALL NINDOK/DOORS 2. PROVIDE J'Wo" AT FACIAS Lu 5. PROVIDE J" X 10" AT BELLY BANDS NEV4 DR.rEIR VENT ; SEE FLOOR PLAN NOTES Lu FOR DETAILS EX15TINO SECOND CEILINO HEI,5HT 77--—-—-— —0 NEV4 UNDER-FLOOR AREA VENTS; SEE FOUNDA71ON PLAN FOR SIZINS REGUIREMEN75 0 5� A 2 Lu 0 lu D EXISTINO SECOND FINISHED FLOOR =IJ M -JELE\,/. +12.5' F F. 1\ + ==A A,l 0 c EXISTINO FIRST CEILINO HEirHT (D �l I I r 11 ll�� I k 0 /-k%EX15T. FIRST FIN15HED FLOOR lt;�E EV. +55 T"t _ U JN5ASELINE (AVURAOE ORADE) J. J, MEW 0111111111111111M FLEV. +0.0' z w 0 NOR7HNE57 ELEVA710N (FRONT) z SCALE: 1/4" I'-C'' u- 0 0 z U) 0 �- LU z a IA I Z Lu z 0 z ui z LLJ ui 0 m cli 00- C) PROJECT: KRESTIN RESIDENCE --j 790 INDIAN NECK LANE PECONIC, NY 11958 L2M L=!M DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS PAGE: —20loOl DATE: 07/12/24 11 OF 19 A SOU7HNEST ELEVA710N (RIOH7 SIDE) SCALE: 114" I'-o" ELEVATION NOTES a O TYPICAL ROOFING: I IA I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDAR015 Lu 2. H.O. TO VERIFY FINAL COLOR # MATERIAL SELECTION PROPOSED RIDGE HEIGHT UJI BEFORE INSTALLATION ---------------- -� (6 ELEV. +32.7' IA ASPHALT ROOFING 5HINOLES, 51ZE 8 COLOR TO - - - --- - Q a--+ t MATCH EXISTING I - 0 L TYPICAL SIDING: _O O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM EXIST. RIDGE HEIGHT ----_—_ } CONSTRUCTION STANDARDS ELEV +21 2' — -J � 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION _- a .co SHAKE SIDING, SIZE 8 COLOR TO MATCH EXISTING X = tV 0 O O 4-+ 2B BOARD 4 BATTEN SIDING; SIZE 8 COLOR TBD O O f>3 m t O — -- J O � , - --- - Q a: ONEW b" 5EAMLE55 GUTTERS d DOWNSPOUTS; PROPOSED SECOND CEILING HEIGHT (COLOR) B (MATERIAL) (TYP.) ELEV. +21.1' -----� - - —- - - TYPICAL 5/4"x4" 'AZEK' (OR EQ : n , O 1. PROVIDE AT ALL WINDOW/DOOR5 `-1� \ W 2. PROVIDE J"xb" AT FAVAS in i F 5. PROVIDE J" X 10" AT BELLY BANDS - (p NEW DRYER VENT ; SEE FLOOR PLAN NOTES o Q w - - --- -- O FOR DETAILS EXISTING SECOND CEILING HEIGHT z 2 ELEV. +19.7' ------ ONEW UNDER-FLOOR AREA VENTS; 5EE N U ■ — FOUNDATION PLAN FOR SIZING REQUIREMENTS , w i- iv N 12 - s a 41 ■-IJ W N EXISTING SECOND FINI_5HED_FLOO_R - - _ — I IA a 19-1 ELEV. +12.3' _ - i N - m EXISTING FIRST CEILING HEIGHT ELEV. +11.3' ------ ■ 101 4 n l W O O A f 11 o Q in EXIST. FIR5T FINISHED FLOOR ELEV. +3.5 VON mvp/"o, Kv V////mZ WHO, I-JNBASELINE (AVERAGE GRADE) ELEV. +O.O' I I Z SOUTHEAST ELEVATION (REAR) a W . � Iz SCALE: 1/4" = 1'-0" _ U U. O O m L5 Z_ O W N w Z 0 W Q Z Y I IA w H Q F- Z a Z Z W 12 -- O m I IA 04 - - -- ------ H ~ - ------- - -- -- - - _ Q 2 2B PROJECT: - -__- - KRESTIN RESIDENCE 790 INDIAN NECK LANE I� IIII 20l Lo PECONIC, NY 11958 IA I T T o DRAWING TITLE: 12 - -- - NW 0 Lir L� PROPOSED EXTERIOR ELEVATIONS 4 - - - - - 11 11 1 11 1111i PAGE: LLi LLiLLJL 4 i I LIL 4 A-202m0l - LILLU B I A B A B 0 �I I I ��i ��IJ I I I �J I I � I I I I I„ 0 II Ll �M` LI III III ��_ 0 0 DATE: 07/12/24 12 OF 19 F.F. �! S NOR7HE SST ELEVATION (LEFT SIDE) SCALE: 1/4" = I'-CI' EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q W EXISTING TO REMAIN HEN APPLICABLE) 0 UJI NEW WOOD FRAME: (L.G. � NEW FOUNDATION WALL � � LLI cu 5TL. WHEN APPLICABLE) C� NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL c WOOD FRAME (L.O. 5TL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR b" WALLS), U.O.N. _ } 0 NEA 2-HR FIRE RA WOOD FRAME (L.O STDL. O O N z 0 WHEN APPLICABLE'_) p •cc Lo Y �1. C X :3 f\1 O 4-1 1 O 00 m Z O C CV (z; c6 Q O a O W 4-) U • - (1) D N- - - - - - - - - - - - - - - - - / ..J m U c- Ll- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' � Q LLQ� Ili 0 / ® ® OPEN BELOW \ c I / cm EXIST. i z PROPOSED GL. a ELEV. X34.0 SQ.FT. W DECK Z'15'LVL HDR.Ii w Q c5 z 110.6 SOFT. \ V � w 1- MODIFIED WAY it v 0 Q 122.b 50.FT. / Z I� OL Q� (' uj I Q � MODIFIED K � EXIST. ? -.a i � w -� BEDROOM EXIST. G�, v v MODIFIED `�Q \ wQ 5.3 SOPT. x p BEDROOM w c0 uJ jn 220.0 SOFT. z X l p 2 �� "1.9 5Q.FT. N 145 2 SQ.FT. cV Z Y POST To N 8-IOGT LG. POST TO RIDGE N RIDGE I w a � LLJz z_ W EXIST. a N O BEDROOM 0) v v 0 m I53.q SOFT. X O T-5" EXIST. GLG. N HOT. N 0 X PROP. 2"xb" G.T7 w N ® Ib" O.G. �ii ti Q _ 04 PROP. 2"xb" G.T 0 0-0- PROF. WI'G. -- PROJECT: 8'-10" GLG. HGT. O PROPOSED EXIST. 2"xb" G. BATHROOM >0 NEW (2) 123.3 SQ.FT. a` � K R ESTI N ZW5" HDR 8'-10" GLG. HOT. ® o ® PROPOSED x 0 p� BATHROOM \ — — NEW (2) NEW(2) ?2-/ rz W(2) . SOFT. p ® NEW (2) RESIDENCE 2"xb" HDR �- 2"xb" HDRb" HDR 2"x&" HDR / \ 790 INDIAN NECK LANE ' PECONIC, NY 11958 / DRAWING TITLE: / PROPOSED STRUCTURAL PLAN PAGE: S-103m0mi DATE: 07/12/24 17 OF 19 PROPOSED SEC CNI7 FLOOR 57RU07U AL PLAN SCALE: 114" = 1'-0" k � S _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT ; WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) W EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J Ca STL. WHEN APPLICABLE) MIN. (2) 2"x4" STRUCTURAL NEW I-HR FIRE RATED ® t Ln t"1 WOOD FRAME (L.c3. STL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. 'O 0 R WOOD FRAME (L.6. STDL. N Z WHEN APPLICABLE) a •� I c X fV O O 4-+ O m N C c B a a: 0 W PROF. 4"x3" �J ALUM. D DOWNSPOUT ( 1 i DOWN TO `/ O - SPLASH GUARD ® GRADE (TYP) (a) 4J m EXIST. RAIN GUTTER \ - - - - - - - — / U c PROF. 4"x3" ALUM.D -k OWNSPOUT 0 \� DOWN TO / Iry \�o„ �x N p�/ LL cr 0 5PLA5H GUARD ® GRADE DE o�� O —FIRT FLOOR OUTLINE ryj - — — — — — — — — — — S — — — — — — — — — — — — — — — — lqlp TES lEXIST.i\ / 4 12 PITCH ROOF EXIST. RAIN GUTTER 2" x 8' R.R. 2-O I 4:12 PITCH Y /+�� I— — — — — — — — — — — —SECOND FLOOR OUTLINE— I � 2" x 8" R.R. u / k4 I'_3y2 I I ® Ib" D.G. Ifit I I / _ 18'-42_ - - - - - - — — � I / EXIST. I� / — — — ROOF Z - - - - - - - - - - - - - - — — � I EXIST. I I � � W \ `EXIST. RDOF 1 — — — — — — — / (5 ROOF1 i - - - - - - - - \ \ Q �f o II N I Z vNj �Q pA 2 I EXIST. I w 2 `EX15T. ROOF 1 I W ROOF 1 \ i I I C W = Z az w Z u.l (2) 2"x12" RIDGE W II IIir- �y 00 m _ LIST.) EXIST ROOF ROOF ��' "1} all 0 1 Q = I I 0� A / � �/ EXIST. / u I I ROOF 1 PROJECT: 2- O I I A-501 A-301 - 14:12 PITCH 14:12 PITCH 14:12 PITCH x 14:12 PITCH ESTI N x 2 x 8 R.R. I RESIDENCE OL " " cV I I 2" x 8 D�j R.R. �® Ib" O.G. ( ® Ib" O.G. 2" x 8" R.R. 2" x b" R.R. I 1'-0' TYP. _ 790 INDIAN NECK LANE I I ( Q PECONIC, NY 11958 — —EXIST - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - — - - - - � PROP. 4"x3" ROOF. DRAWING TITLE: ALUM. DOWNSPOUT 22'-l" 5'_Dy2" 22'-I" '-2" PROPOSED STRUCTURAL PLAN DOWN TO \ SPLASH GUARD / ® GRADE (TYP) ` EXIST. / ROOF 1 PAGE: 04m0l EXIST. RAIN—"'� S-1 I GUTTER EXIST. RAIN D GUTTER DATE: 07/12/24 18 OF 19 tia i O L SCALE: 1/4" = P-O" -, 9