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HomeMy WebLinkAbout50038-Z o�og�FFOt�-�OGy Town of Southold 6/12/2024 0 P.O.Box 1179 o _ _ 53095 Main Rd 4,, �ao Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45264 Date: 6/12/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2555 Youngs Ave Unit 18A, Southold SCTM#: 473889 Sec/Block/Lot: 63.1-1-36 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/30/2023 pursuant to which Building Permit No. 50038 dated 11/17/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: addition and alterations, including ramp addition and windows,to existing single family dwelling(Unit 18A)as applied for. The certificate is issued to Boeckman,Arline of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 50038 4/l/2024 PLUMBERS CERTIFICATION DATED 3/20/2024 Tremayne Hansen Au or ed U ature TOWN OF SOUTHOLD AMENDMENT�o�S�FFet�.�o BUILDING DEPARTMENT x' TOWN CLERK'S OFFICE Wo • 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#: 50038 Date: 11/17/2023 Permission is hereby granted to: Boeckman, Arline 2555 Youngs Ave 18A Southold, NY 11971 To: Install window replacements, in like in kind, to existing dwelling unit as applied for. `11/.7/2U,23-dNfEND Pe mr it to include addition and alterations to dwelling unit as applied for. At premises located at: 2555 Youngs Ave Unit 18A, Southold SCTM # 473889 Sec/Block/Lot# 63.1-1-36 Pursuant to application dated 10/30/2023 and approved by the Building Inspector. To expire on 5/18/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $250.00 CO-ALTERATION TO DWELLING $100.00 �A1�IENDMENT"IrD'PERIVIIT n v' - -7$3.1=2 50: Total: $662.50 Building Inspector osuF of i c TOWN OF SOUTHOLD BUILDING DEPARTMENT . W x TOWN CLERK'S OFFICE "oy • �g 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#: 50038 Date: 11/17/2023 Permission is hereby granted to: Boeckman, Arline 2555 Youngs Ave 18A Southold, NY 11971 To: Install window replacements, in like in kind, to existing dwelling unit as applied for. At premises located at: 2555 Youngs Ave Unit 18A, Southold SCTM #473889 Sec/Block/Lot-# 63.1-1-36 Pursuant to application dated 10/30/2023 and approved by the Building Inspector. To expire on 5/18/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $250.00 CO-ALTERATION TO DWELLING $100.00 Total: $350.00 Building Inspector OF SOUr�ol . � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 CA Q Southold,NY 11971-0959 � �o Jamesh@southoldtownny.gov COUNTI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Arline Boeckman Address: 2555 Youngs Avenue Unit 18A city:Southold st: New York zip: 11971 Building Permit#: 50038 Section: 63.1 Block: 1 Lot: 36 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Paul Burns Electrical Electrician: Paul Burns Jr. License No: 3897-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1 st Floor X Pool New Renovation 2nd Floor Hot Tub Addition IX I Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 9 Bath Exhaust Fan .1 Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 1 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures 3 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: REPAIS AND ADDITIONS Inspector Sign, ture: Date: April 1, 2024 p 2555 youngs ave unit 18a 1 n FOt,��pG Town Hall Annex may► y Telenihnne 7 1 54375 Main Road ® E P.O. Box 1179 Southold, NY 11971-0959 JUN - 5 2024 Building Department BUILDING DEPARTMENT' Town of Southold TOWN OF SOUTHOLD CERTIFICATION Date: {�fr G�"1 +� 20 2- Building Permit No. Owner: Eck `r C4 r 0 And P.r Sfe:V\ (PleaseF print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. 1 7- (Plumbers Signature) ~ Sworn to before me this day of 20 1%+ No Public, County BRITTANY A CONRAD Notary Public,State of New York Reg.No.01 C06245154 Qualified in Suffolk County Commission Expires July 18,20l 1 ho�aOF SOUly�lo c # # TOWN OF SOUTHOLD BUILDING DEPT. `ycouHtv��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �0 f Cif 5J P L Z, f� DATE J INSPECTOR 50O S-�S 665- 5. yovoq!5 1-ftle bwt(cAL' f6h pF SO(¢ # . TOWN OF SOUTHOLD EWILDING DEPT. 631-765-1802 INSPECT-ION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ -] FOUNDATION.21SID [ . ] .INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [. ] FIREPLACE'& CHIMNEY [ "] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: e Q DATE INSPECTOR ' . OE SOUTyolo * TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [XFINUALA PLBG. [ ] FOUNDATION 2ND [ TION/CAULKING [ ] FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O [ ]' RENTAL REMARKS: 001 5 02 DATE INSPECTOR 30( � , 61 Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-2984986 Mattituck, New York 11952 Fax 631-298-2651 condonengineering.com March 21, 2024 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Permit#50038 2555 Youngs Avenue Southold, NY 11971 Dear Mr. Verity: I visited and inspected the work that was done at Unit 18A in the building on March 21,2024. 1 found the new floor framing to be structurally adequate. I also inspected the new windows,,the floor insulation in the cellar,the new plumbing,and the HVAC and found everything to be very neatly installed and in accordance with N.Y. State Building Code Standards. If you have any questions, please call me at 631-298-1986. Yours truly, �P3. C0 0 on, * ��oy 2 Z` 051684 pR�F£SSIO�P�- MELD INSPECTION REPORT I DATE COMMENTS C�7 FOUNDATION (1ST) -- - a ------------------------------------- FOUNDATION (2ND) � m r � o y�oo ROUGH FRAMING& Q y PLUMBING — 1 - � r INSULATION PER N.Y. STATE ENERGY CODE OQ Vv FINAL _ r V ADDITIONAL COMMENTS p 0 eL 0 Z rn X -- yv% 0AA2, l ro OQ �, O z x d a �o�S�fFOI,t�oGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631)765-9502 https://www.southoldtoMnny.gov Date Received APPLICATION FOR BUILDING PERMIT 2 For Office Use Only PERMIT N0. .5�3� Building Inspector: I r\ �I1 Applications and forms must be filled out in their entirety.Incomplete 0 CT 3 0 2023 LD "applications will not be accepted'. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. BU11DING DEFT. Date: OWNER(S)OF PROPERTY: Name: Cp ��+, SCTM#1000- ( -S-Oi-lei-00--03(o-600 Project Address: ZS�SS-.A..___ �c���,�_s.._>��E__�- .__V_�?.�T.__-I.SA_�-_ Sv�►.�t+of-dJ_�.N`�..9!_I`l°ZI__-.__._ Phone#: 3p Email: Mailing Address: 1 CONTACT PERSON: Name: Mailing Address: 5 A Phone#: _V3.�.—wC9$ Email: � N�S _ a C' _vn1.d-�r✓�,�rl .�. DESIGN PROFESSIONAL INFORMATION: Name:--; LC-_�.� Mailing Address: ZGS- .JASM114F- LANE, SOVTI-foL ,_NJ cl�u I 9J71" _M- Phone#: (q��- �33-�®�,�( Email: SS6A,+ faS'fi�O 1 ai►�'t,il�( �NLT CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: ` Email: DESCRIPTION OF PROPOSED CONSTRUCTION . ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Esti tedCostofProject: 15<Other (�cr.�D©W �PLAC,E F-' Mn1T $.. ���� Will the lot be re-graded? ❑Yes 5?lNo Will excess fill be removed from premises? ❑Yes XNo 1 PROPERTY INFORMATION Existing use of property: e. � � y Intended use of property: S r AJ:7 e AJ4= Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes XNo IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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 210.45 of the New York State Penal Law. Application Submitted By(pr' t name : aQ � ®� —.� Authorized Agent ❑Owner Signature of Applicant: Date: CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF SUS-Ol_Y-- ) Qualified in Suffolk County Commission Expires April 14,2__Q'� �� EkL being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (sothe 11-qeNT (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn��before me this day of ©C4- —VL-" .20e Iwp Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) CSEE S5PE4iE - S 14GE -, I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Owner's Authorization form(Page 2)shall be completed. ^ ` PROPERTY INFORMATION Existing use of property: 51�" ��- Intended use of property: ;.._n,.._.,e......... .....,._.._..._._�._....,._,.�_,_'"-__�>�.._... e�i5 FA- .n.. _�_,�, ..,.a..�..a,..�,zw,�.a_- �/[�®� �'Q.� �hi..�VI—AP Zone or use district in which premises is situate : Are there any covenants a7!F rrestrictions with respect to this property? ❑Yesp YES, PROVIDE A COPY. MIS. 9Check 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 210.45 of the New York State Penal Law. . Application Submitted By(print name): 5-v\, RAuthorized Agent ❑Owner Signature of Applicant: H� '�' Date:..�..Vmm_.I CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01 BU6185050 SS: Qualified in Suffolk County��, COUNTY OF t5-UFraLK- ) Commission Expires April 14,2 12,Cz'r1 ts. Kew— being duly sworn,deposes and says that(seis the applicant (Name of individual signing contract) above named, (S�e's the A(4 F-6IJ (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith". Sworn before me this -�+day of QZ/M .20 0).� Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) IIttjhf,,aF-i,,� residing at ZSS.� 4qL OF— U A Sys i 110�A .(\(Y fi4'7( do hereby authorize 13 �oLw ts, aw— to apply on my behalf to the Town of Southold Building Department for approval as described herein. /�1 Owner's Signature Date l APJ- 4N$ c4EdV Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) i, &o( k Ander6en residing at '12 555 S e (Print property owner's name) (Mailing ddress) un(f I J�, 3011tWdo hereby authorize ��� 7V e_h L (Agent) to apply on my behalf to the Southold Building Department. l b v Zo23 --JAY(Owner's Signature) (Date) (� C (Print Owner's Name) FDLX . BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD cm Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ja mesh(cD-southoldtownny.gov— seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: 12/21/2023 Company Name: Paul Burns Electrical Contractors Inc Electrician's Name: Paul Burns Jr License No.: 3897-ME Elec. email:pbums1106@gmail.com Elec. Phone No: 361-365-4735 0I request an email copy of Certificate of Compliance Elec. Address.: PO Box 1061 Southold, NY 11971 JOB SITE INFORMATION (All Information Required) Name: Andersen Address: 2555 Youngs Ave unit 18A Cross Street: Phone No.: Bldg.Permit#: 50038 email: Tax Map District: 1000 Section: Block: Lot: 3,(� BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): misc. repairs and additions Square Footage: 1500 Circle All That Apply: Is job ready for inspection?: YES n✓ NO Rough In Final Do you need a Temp Certificate?: nYES n NO issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service0 Fire Reconnect[]Flood Reconnect Oservice Reconnect[]Underground[]Overhead # Underground Laterals F1 1 R2 M H Frame F1 Pole Work done on Service? Y ✓N Act di#on'al i f rriei�ibrj I ;� a PAYMENT DUE WITH APPLICATION ,� �G kec- ) 0 �0��7 �- � Iz3 BUILDING DEPARTMENT- Electrical Inspector 4��O Gym TOWN OF SOUTHOLD z Town Hall Annex- 54375 Main Road - PO Box 1179 �+ Southold, New York 11971-0959 �04, p Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(aD-southoldtownny.gov — seandasoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 12/21/2023 Company Name: Paul Burns Electrical Contractors Inc Electrician's Name: Paul Burns Jr License No.: 3897-ME Elec. email:pbums1106@gmail.com Elec. Phone No: 361-365-4735 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 1061 Southold, NY 11971 JOB SITE INFORMATION (AU Information Required) Name: Andersen ap K maul A � ✓t Address: 2555 Youngs Ave unit 18A 7 Cross Street: Phone No.: Bldg.Permit M 50038 email: Tax Map District: 1000 Section: Block: Lot: S,h BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): misc. repairs and additions Square Footage: 1500 Circle All That Apply: Is job ready for inspection?: YES O✓ NO Rough In Final Do you need a Temp Certificate?: YES 0 NO Issued On Temp Information: (AII information required) Service Size01 Ph 03 Ph Size: A #Meters Old Meter# ❑New Service[]Fire Reconnect[]Flood Reconnect❑Service Reconnect OUnderground[]overhead # Underground Laterals 1 2 H Frame 0 Pole Work done on Service? Y �' N Ad'ditioh,al'Info'rmation: PAYMENT DUE WITH APPLICATION :-n PERMIT p Address Svvitches Outlets 6 ' GFI's U II Surface Sconces ` H H's L UC Lts Fans L Fridge HW ' Exhaust Oven WAD Smokes I DW Mini arbon Micro Generator -ombo Cooktop Transfer aC AH Hood I Service Amps Have Usec -pedal :omments OCCUPANCY OR -APPROVED AS NOTED USE IS UNLAWFUL DATE•,.1L4 4.44•P oV3k' WITHOUT CERTIFICATE FM BY: OF OCCUPANCY NOTIFY.BUILDING DEPARTMENTAT 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULATION COMPLY WITH ALL CODES OF 4. FINAL-CONSTRUCTION MUST NEW YORK STATE&TOWN CODES BE COMPLETE FOR C.O.ALL CONSTRUCTION SHALL MEET THE AS REQUIRED AND CONDITIONS OF REQUIREMENTS OF THE CODES OF NEW SOUTHOIDTOWN M YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS --ZZsoww_;"RnlmGwm � �111I7�t' 1�5 . 50Ulflt>t�l� . RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE,, r =� AN ® ERSENI" WINDOWS & DOORS CREATED'BATE' SOLD BY: SOLD TO: 10/13/2023 IERIVERNEAD 250 David Ct. I30U_OING SUPPLY Calverton, NY 11933 LATEST UPDATE Ad Build Smarter.Build Better. Greg Viani 10/13/2023 gviani@rbscorp.com Greg Viani Abbreviated Quote Report - Customer Pricing QUOTIE NAME'; PROJECT NAME,", QUOTE'NUMBER CUSTOMER PO# TRADE ID waiter tzun-karens house Unassigned Project 4820070 ';ORDER NOTES:_ DELIVERY NOTES: __ :-- -..;� Item QQtt( Operation Location Unit Price Ext. Price ` IC 100 4 AA None Assigned $518.22 $2,072.88 RO Size=32"x 60" Unit Size= 31 1/2"x 591/2" + 244DH2850, Unit, 200 Series Tilt-Wash Double-Hung, Equal Sash, 3 1/4 Frame Depth, White Exterior Frame, !� E White Exterior l ;sa Sash/Panel, Pine w/VVhite- Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, AA, Dual Pane Low-E Standard =- Argon Fill Removable Interior Grille Standard Grille Alignment, 3 Wide, 2 High, Colonial Pattern, White, Maple w/White, 3/4" -----•O-3••---•...... Grille Bar, White (Factory Applied), White, Full Screen, Fiberglass Insect Screen 1: 200 Series Tilt-Wash Double-Hung, 244DH2850 Full Screen Fiberglass White PN:0833324 Grille 1: 244DH2850 RIG Colonial 3W 2H 3/4"White/ Maple White PN:0876324 Grille 2: 244DH2850 RIG Colonial 3W 2H 3/4"White/ Maple White PN:0876324 Unit# U-Factor SHGC ENERGY STAR Clear Opening/Unit# Width Height Area (Sq. Ft) —------------------------------------- ------------------- ----------------------------------------------------------------------------------- Al 0.3 0.32 YES Al 28.5600 26.9500 5.35000 Quote#: 4820070 Print Date: 10/13/2023 5:34:14 PM UTC All Images Viewed from Exterior Page 1 of 4 Item Qtv Operation Location Unit Price Ext. Price 200 2 AA None Assigned $456.78 $913.56 r i it RO Size=24"x 60" Unit Size=23 112"x 59 1/2" 244DH2O50, Unit, 200 Series Tilt-Wash Double-Hung, Equal Sash, 3 1/4" Frame Depth, White Exterior Frame, White Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, AN Dual Pane Low-E Standard Argon Fill Removable Interior Grille Standard Grille Alignment, 2 Wide, 2 High, Colonial Pattern, White, Maple w/White, 3/4" 235•-- Grille Bar, White (Factory Applied), White, Full Screen, Fiberglass RO.24 .. Insect Screen 1: 200 Series Tilt-Wash Double-Hung, 244DH2O50 Full Screen Fiberglass White PN:0833308 Grille 1: 244DH2O50 RIG Colonial 2W 2H 3/4"White/ Maple White PN:0876308 Grille 2: 244DH2O50 RIG Colonial 2W 2H 3/4"White/Maple White PN:0876308 Unit# U-Factor SHGC ENERGY STAR Clear Opening/Unit# Width Height Area (Sq. Ft) ---------------------------------------- ------------------- ----------------------------------------------------------------------------------- Al 0.3 0.32 YES Al 20.5600 26.9500 3.85000 -_ ;,^:,::u__-:.;,�-:-• Item Qtv Operation Location Unit Price Ext. Price 300 1 AA None Assigned $418.68 $418.68 n �.h:,_M_,-...�'':w.•Kti..m.•!" -.� RO Size = 36"x 36" Unit Size= 351/2"x 351/2" (! j� 244DH3030, Unit, 200 Series Tilt-Wash Double-Hung, Equal Sash, 3 1/4" Frame Depth, White Exterior Frame, White Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, AA, Dual Pane Low-E Standard Argon Fill Removable Interior Grille Standard Grille Alignment, 3 Wide, 2 High, Colonial Pattern,White, Maple w/White, 3/4" •••........ •••-- O55 --•--•------ Grille Bar, White (Factory Applied), White, Full Screen, Fiberglass Insect Screen 1: 200 Series Tilt-Wash Double-Hung, 244DH3030 Full Screen Fiberglass White PN:0833327 Grille 1: 244DH3030 RIG Colonial 3W 2H 3/4"White/Maple White PN:0876327 Grille 2: 244DH3030 RIG Colonial 3W 2H 3/4"White/Maple White PN:0876327 Unit# U-Factor SHGC ENERGY STAR Clear Opening/Unit# Width Height Area (Sq. Ft) ---------------------------------------- ------------------- ----------------------------------------------------------------------------------- A1 0.3 0.32 YES Al 32.5600 14.9500 3.38000 Quote#: 4820070 Print Date: 10/13/2023 5:34:14 PM UTC All Images Viewed from Exterior _- Page 2 of 4 h Item Qty Operation Location Unit Price Ext. Price 400 1 Fixed None Assigned $523.38 $523.38 RO Size=48"x 60" Unit Size=47 1/2"x'59 1/2" 244FX4050, Unit, 200 Series Picture Window-TW, 3 1/4" Frame Depth, White Exterior Frame, Pine w/White- Painted Interior ' F Frame, Fixed, Dual Pane Low-E Standard Argon Fill Removable Interior Grille Standard Grille Alignment, 4 Wide, 4 High, .................._:__:`.......... _...... Colonial Pattern, White, Maple w/White, 3/4" Grille Bar 47 5-.._..._.�__. RO.49-.m__...__._..... Grille 1: 244FX4050 RIG Colonial 4W 4H 3/4"White/Maple White PN:0800301 Unit# U-Factor SHGC ENERGY STAR —-------------------------------------- ------------------ A1 0.28 0.33 YES Item Qtg Operation Location Unit Price Ext. Price 500 1 Vent None Assigned $475.44 $475.44 RO Size=28 7/8"x 28 7/8" Unit Size =28 3/8"x 28 3/8" AW251, Unit, 400 Series Awning, Installation Flange, White Exterior Frame, Pine w/White-Painted Interior Frame, Vent, Dual Pane Low-E4 Standard Series Argon Fill Removable Interior Grille Standard Grille Alignment, 2 Wide, 2 High, Colonial Pattern, -==v.. White, Maple w/White, Ovolo Interior Grille Bar, 3/4" Grille Bar, Traditional Trim Stop Profile Stainless Glass'/ Grille Spacer, 4---•----- 6375 -28.87•--•--•-••--1 Contemporary Folding, White, White, Full Screen, Aluminum Hardware: PSA Contemporary Folding White PN:1521040 Insect Screen 1: 400 Series Awning, AW251 Full Screen Aluminum White PN:1505404 Grille 1:AW251 RIG Colonial 2W 2H 3/4"White/ Maple White PN:1344426 Unit#. U-Factor SHGC ENERGY STAR ---------------------------------------- ------------------- Al 0.28 0.32 YES Quote#: 4820070 Print Date: 10/13/2023 5:34:14 PM UTC All Images Viewed from Exterior Page 3 of 4 Replacement Replacement FIRST FLOOR PLAN Andersen Anderse, I ,DESIGN�ASSOCIATES, NOTE:ALL WINDOWS ARE TO BE REPLACED WITHOUT TW26410 TW26410 fO.BMIGS pima (631)'M- B1 MODIFICATIONS TO THE ROUGH OPENINGS AND Existing Existing saanidttwrat11M E6mt*6ueopmrrr"0 WILL BE THE SAME TYPE OR SIMILAR, MEETING 32"X59' 32"X59' DH Unit DH Unit Kehl Cep Anochle.LLC�loime DA KAuoeinlei LLC THE REQUIREMENTS OF Replacement THE BUILDING CODE OF NEW YORK Unit Existing OW ERs IP dc SE OF DOCUMENTS: 32"X59" These drawings and epeciacationa Including the Andersen Ideas,design and arrangement:represented TW26410 DH Unit therein,cre the LLC.No part thepreo shall be copl roperty of D.A.K.A�disclos�ed to others or used In connection with any work or project other then for which they have been prepared without written consent. Replacement Existing Existing Replacement Unit 2868 Door EXISTING 36'X35' Unit Andersen KITCHEN DH Unit Andersen FW06068L 244OH3030 Existing 6068 Sliding Door Replacement WORKNOTES: Unit a Andersen 244DH2O50 Existing 24"X59" EXISTING DH Unit EXISTING DINING Existing Replacement LIVING ROOM 48"X59" Unit ROOM DH Pict Unit Andersen 244FX4050 CD Z_ Existing Z Q� 2459' � m zl DH Unit X = Replacement L,.j W Unit Z Andersen 244DH2O50 Existing 3068 Door DN E . EX. EX. CL. CL. CL. cD EXISTING ZZ BATHROOM EXISTING m �I BEDROOM a , co w Existing ReplUnit ant A N D E RS E N Z 32X59' Andersen DH Unit 244DH2850 RESIDENCE FOUNDERS VILLAGE EXISTING 2555 YOUNGS AVENUE BATHROOM UNIT#18A SOUTHOLD,NY SCTM#1000-63-01-01-00-036-000 Existing Replacement 32"X59' Unit DH Unit Andersen 2WH2850 DRAWING FLOOR PLAN EXISTING EXISTING FOR WINDOW CLOSET BEDROOM REPLACEMENT CD CD X c W W Z Existing Existing 3YX59" 32"X59' DH Unit DH'Unit SEAL DATE Replacement Replacement OCTOBER os 2023 Unit Una PROJECT NO: Andersen Andersen 1158-2023 DRAWN 244DH2850 24CH2850 CHECKED BY: (D COPYRIGHT 2023 KEHL DESIGN ASSOCIATES,LLC.ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization A TOO PROTECTED UNDER FEDERAL COPYRIGHT LAW.PLANS MAY NOT BE REPRODUCED WITHOUT of local gowning agencies,such as Suffolk County Dept.of Health Services,Town Building DOB NUMBER- I OF WRITTEN AUTHORIZATION.ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY O Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such Mi DESIGN ASSOCIATES,LLC.THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER,WITH WRITTEN PROOF OF PURCHASE AMENDMENT APPROVED AS NOTED OCCUPANCY OR DATE: B.P.# 0D USE IS UNLAWFUL FEE BY: WITHOUT CERTIFICATE NOTIFY BUILDING DEPARTMENTAT ®F OCCUPANCY 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULATION ,4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. COMPLY WITH ALL CODES OF ALL CONSTRUCTION SHALL MEET THE NEW YORK STATE&TOWN CODES REQUIREMENTS OF THE CODES OF NEW AS REQUIRED AND CONDITIONS OF YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS A SMIKILD TOWN ZIA SOUi=TOWN PUWNING BOARD N.Y.B.DW PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE_ CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER LFCMlCALvwmTmREo SUPPLY SYSTEM CA`,N Cl r EXCEED 2110 OF 1 ` GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION = IE General Notes: ' \ C 0 RACTOR N 0 T E S 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF T I � Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. ;- ,'-%ILI �'_ I III II N1 � 2. FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A KEHL DESIGN ASSOCIATES LLC CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. residential a, commercial design o consulting B. LOCKED AREA. f PRACTICES, 2. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box1675 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer, phone: (631)433-9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn6502optonline.net e 3. 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. ! SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. _. Kehl Design Associates,LLC o tormerly D A K Associates,LLC I 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. I OWNERSHIP & USE OF DOCUMENTS: THE CONTRACTOR SHALL COORDINA-E ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER, b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION, ideas, design and arrangements represented CONSTRUCTION AREA, THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better, therein, are the property of KEHL DESIGN REMOVAL TASKS. 77HE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be 3. DUST CONTROL: copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK. 8. Design values: with any work or project other than for which 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, they have been prepared without written consent, THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb - 825 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8 ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI Fv = 285 PSI 4. NOISE AFTER HOURS: 9• Fb = 2600 PSI THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAb,INIIGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR I RESOLUTION, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILIT'r' FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. p GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION NOT FOi SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER� 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. p LOAD SPEED ' h CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY CONSTRUCTION 25 Ibs/sgft 130 (mph) C SEVERE 3'-O" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. USE UNLESS EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED BY A (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION'`R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PROFESSIONAL CRITERIA EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. OCCUPANCY OR USE LIVE �'+ PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/6 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) E N V I I E ER SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. USES(s) AND OCCUPANCY CLASSIFICATION(s) METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED, ATTACHMENT SHALL BE DESIGNED TO RESIST THE UNINHABITABLE ATTICS WITH LIMITED STORAGE b'g 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT USE OCCUPANCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSO,N .HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,,It IS 180 MPH (290kps) OR LESS. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. WI TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. it TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIAF V B GUARDS AND HANDRAILSd 200h FASTENER TYPE t PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL �s < 4 FEET SPAN S 6 FEET SPAN _< 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, GUARD IN-FILL COMPONENTS In INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED HEIGHT AND FIRE AREA 50 No. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE PASSENGER VEHICLE GARAGES a BASED ANCHOR WITH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES I NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROJECT: HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE: FROM GRADE INCH EMBEDMENT LENGTH PLANE To THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS 30 R301.1.1 ALTERNATE PROVISIONS S THE HIGHEST ROO SURFACE Y4 INCH DIAMETER LAGSCREW- R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE A N E: .r AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION - NA AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 BASED ANCHOR WITH 2 16 16 1s LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN, WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ..�. l ern DING coDF OF NEW YORK STAIRS 40c INCH EMBEDMENT LENGTH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Em STATE. � �'��t YFOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m s / 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) FOR SI: a. This table is based on 180 mph ultimate design wind speeds %,, and a 45-foot mean roof height.TOT,^L (HEIGHT FROM RIDGE TO GRADE NA 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE- AND TWO FAMILY DWELLINGS (AISI-S230) 255 YOUNGS AVE. a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structural panel.Fasteners s located a minimum o inch from e edge o e pane 8A hall be lted inif 1 ih f the thl. APPLIED OVER A 20-SQUARE-INCH AREA. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) � b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into SOUTHOLD IVY LUMBER SPECIES AND GRADE the building frame. Fasteners shall be located a minimum of 2,� inches from the edge of concrete block or concrete. , BETWEEN JOISTS AND RAFTERS IS NOT MORE.THAN 42 INCHES, OR WHERE THERE SCTM#1000-01-01-036 ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4 .4 F. ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pouncs, „ ' g OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED FOUNDATIONS„ OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE s TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ALL EXT. DECK FRAMING MATERIAL CCA INC PINE #2 AND BETTER c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE ;DRAWING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK OF NEW YORK STATE. GENERAL NOTES AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: 1. Section R401 through R404 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY 1304 sq.ft. IN-FILL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" GUA MPONENTS SE T THE STERS AND EX. EASEMENT� NEW CRAWL SPACE f FILLERRS SHALL BE O DESIGNED TOL WITHSTAND XCAP HORIZONTALLY AAPPLIED UNORMAL LOAD A OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED •NOTES: t EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 a ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE } EX. FIRST FLOOR 1304 sq.ft. INSULATION AND FENESTRATION REQUIREMENTS BYCDMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR NA g' UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN b THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MISS FLOOR BASEMENTc SLAB d CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL . EX. SECOND FLGOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTORb U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE SPACE° FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOORS NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHGC b,e R-VALUE R-VALUE R-VALUE &DEPTH R-VALUE NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWII OR r NEW BALCONY NA THE PLANE OF THE TRUSS 4EXCEPT UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 2 0.32 0.55 0.40 49 20OR13+5P 8/13 19 10/13 10,2ft 10113 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION To THESE PLANS, LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE ATTIC HOUSE)(c) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK :SEAL: DAIL: For SI: = 1 foot = 304.8 mm ATTIC (HOUSE)(b) 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When irsulatbn is installed in a cavity which is less NOVEMBER 20, 2023 NEW GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-vclue of the insulation shall not be less than the PROJECT NO: ATTIC GARAGE a NA NOT LESS THAN 30 INCHES R-value specified in the table. O COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ` b. The fenestration U-factor column excludes skylights. The SHGC column apples to all lazed fenestration. 1 1 58-2023 BONUS ROOM NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN Pp 9 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED r SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the J� � / DRAWN BY: UNDER FEDERAL COPYRIGHT LAW. "� y interior of the basement wall. '`Y' , � C 0 BDK SUNROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT N Np 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD ) "15 19° means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the W"; \ ' HECKED BY: DECK NA MEMBER DEPTH. / y NRTTEN AUTHORIZATION. ^ 'f interior of the basement wall. °15/19" shall be permitted to be met vith R-13 cavity insulation on the interior of the I �' �=:,,/^,� � BALCONY NA ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF '": f r_ THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous 1 __ ROOF TOP DECK NA DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS insulation on the interior or exterior of the home or R-13 cavity insulation of the interior of the basement wall. KEHL DESIGN ASSOCIATES, LLC. DEC - 2O23 I MBER: COVERED FRONT PORCH NA THAN 10 POUNDS PER SQUARE FOOT, d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE (�� COVERED ENTRANCE NA R-value for slabs, as indicated in the table. The slab edge insulation `or heated slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WlaWRITjJEN...� 8� �`' In GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab Q POOL HOUSE CABANA NA SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. "~ ` ACCESSORY STRUCTURE NA CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved F ��� IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build without ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the authorization of local governing agencies, such as Suffolk Count Dept. DOB NUMBER: OF (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. g g g � y p of Health Services, Town Building Departments, DEC, FEMA, etc. (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation f plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to i. Mass walls shall be in accordance with Section R402.2.5. The second P.-value applies when more than half the construction. 0 KEIIL•DESIGN°ASSOCIATES, tic insulation is on the interior of the mass wall. 4 SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM q ,. TWO Bd NAILS THIS ; „. `- DUUG-FIR LARCH SO. PINE UPLIFT SIDE OF TRUSS, M T S 20 L T S 2 0 PROVIDE (1) HGAIOKT ON - _ ����1� '•-' �I ALLOWABLE LOADS Z LOAD SIDE OF CEILING JOIST %'-'AID r w —!� a1u� '! I31CI w; I FASTENERS WITH TOTAL FOUR ° MODEL GA UPLIFT UPLIFT CODE N0. TO AVG LATERAL REF. INTO TRUSS AND ON SIDE OF RAFTER - (133/t60) 8dx1�" 8d NAILS RAFTERS/ TO TO ULT. NIAILS - o PLATES STUDS (133) (160) � FZ ( 33& o n TRUSS m STU . o :_ . •- � ,II If D SIMP NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-S OUP WASHER �� H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND 1u1LiHL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES %_ _ •%— residential 8, commercial design o consulting 1 H6 16 8-8d 8-8d 3983 915 950 650 5, 44 EE 4 FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) DIMENSIONS TWO ° o ART "x12 c c (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL o ° PO.Box 1675 phone: �631�433-9084 MODEL GA AVG 2 CRODE INTO o ° Southold,New York 11971 E-Mail: ssbn654@optonline.net N0. MAX. CLEAR ULT. LFTA LFTA WIDTHSPAN L QTY DIA 1�" 2" 2J" 3" 3�" 1�" 2° 21" 3" 31" PLATES r EIGHT-' °° ' 8d NAIL 1205 1400 5, 44, 85 INTO S P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 21," 17" 381"16-10d — 4200 STUD 'OWNERSHIP & USE OF DOCUMENTS: ° DALLO FIR LARCH / SO. PINE These drawings and specifications including the FASTENERSZ ALLOWABLE UPLIFT LOADS a MODEL L AVG 10d 10d x 1}" CODE NO. ULT. REF. LFTA o° ideas, design and arrangements represented 10d 1Od x 1}" (133 / 60) (133) (160) L S T A 21 °° therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-1Od x 12" 3116 1000 840 1000 3, 41, 128 ° HGA10 00 with any work or project other than for which �t �t they have been prepared without written consent. IV 20 14-10d 14-10d x 1i" 3116 1000 840 1000 3, 41, 128 ART "x12 ° °° TAIL K ° LST20 20 12-1Od 12-lOd x 1}" 2383 775 720 720 3, 41 0 COUPLER NUT DETAIL T 0o STU 8 — DOUG-FIR-LARCH/ Equal number of°° �SIMPSON TYPE OF DIRECTION SO, PINE CODE MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. No. noN FLOOR ROOF (133( specified nails in ° TAKE—UP WASHER (100) (125) 160 each end Simpson Strong-Tie G 515 645 670 I• CS16 LTP4 5 J 515 645 670 6, 39, 97 ART 12 B"x H 515 645 670 DETAIL "H" MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOEDOWN ARTJ"x12 DEFLECTION DEFLECTION CODE STUD LENGTH OF BOLT 2•3 AT HIGHEST MODEL MACHINE AVG AT HIGHEST REF. NO. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE BASE BODY i BOLTS ALLOWABLE HB SB W H B SO CL s s LOAD DESIGN DIA • DESIGN GA GA QTY DIA 11.. 2" 1 24" 3" 1 3}" 5}" LOAD WHEN RAISED OFF ° o THE PAT 0 0 HD2A 16 12 4a" 2J" 2j" 8" 2{" A'" 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 4L 82 0 0 B 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG OF / SP CODE N0. W L STUD PLATE ULT. (133) (160) REF. SP4 3{�" 7}" 5-10d x 1�" 2917 735 885 7, 40, 127 0 _/ A DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° a MODEL CA FLOOR REF. NO W L NAILS 10 (133) (160) °o WORK NOTES: ; LSTA21 20 1 ','1 16-1Od 905 1 1205 1295 7, 40, 90 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE EEE NO. GA Simpson Strong-Tie STU FLOOR (133) W L NAILS 102 (133) (160) LUS46 SIMPSON r MSTA24 18 1 " 7q 18-10d 1025 1370 1640 7, 40, 90 MODEL TOTAL ALLOWABLE TENSION LOADS NAIL CODE NOT FO R NO. L END FASTENERS SPACING REF. HD2A TAKE—UP WASHER [ (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160)2 oc. A OF ROLL IN A ROw NOTE: ALL HANGERS TO BE USED ON THIS PROJECT HI6pson Strong-Tle CONSTRUCT 1 1 y CST 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2J" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERS NOTED, FAILURE TO COMPLY WITH ALL NOTES USE E U 11` �E S S ON. -FIR AR H PIN A WAB A �7 �� J�MODEL HEADERS AVG UPLIFT FLOOR too SNOW 115 ROOF 125 CODE ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION 11 " No. GA w [HT B 1od 16d JOISTS BY ALL LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL F CERTIFIED BY A ULT. (133)(160) 10d 16d tod tsd 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CNW- LUS46 18 3�" 4 2 4-16d 4-16d 6076 1140 1160 1000 1150 206 7, 40, 1, 1 DETAIL "P' COUPLER NUT PROFESSIONAL r HUS210-2 1a 3e 9 2 8-16d 8-15d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ARTJ'x12 STU 8 — s DOUG-FIR LARCH/SO. PINE ALLOWABLE LOADS I MODEL FASTENERS AP�FT UPLIFT ( 33/60) REOFE LATERAL C SIMPSON ENGINEER No GA ULT. TAKE—UP WASHER TO RAFTERS To PLATES TO STUDS (133) (160) F FZ 160 HGA10h T 14 4-SDS}"x14" 4-SDSJ"x3" 1523 435 435 1165 940 USE A MINIMUM OF S P 4 ` TWO 8d NAILS THIS SIDE OF TRUSS. CNW- TOTAL FOUR /. m /COUPLER NUT S P 4 8d NAILS SE A MINIMUM OF i/ TWO 8d NAILS THIS S T A 21 I " ANCHOR BOLTS ROJECT: SIM SIMPSON INTO TRUSS SIDE OF TRUSS. / MTS16 ° Stron Tie ., .•., g M 1 "- TOTAL FOUR o /• � ° HD2A °°°°o° TAKE-UP WASHER 8d NAILS INTO TRUSS L S T A 1 _ 717 ANDE z.. HUS210 2 (�3 R E SWO, I P E Nv: EIT" �' F1 n'A'L `, II � 0 ° 255 YOUNGS AVE. I LATEs �°Q° ° EIGHT TWO AIL °o UNIT 18A 8d NAIL INTO INTO ° DETAIL "Alt STUD Simpson Strong-Tie PLATES °p° i SOUTHOLD, NY € H7 EIGHT �E IN NAIL 00-01-01-036 ® DETAIL "D" DETAIL I DETAIL "J" 6 STUD Simpson Strong-Tie ® H7 Simpson Strom Tie LFTA p g DETAIL "L" LFTA 0 ROD SYSTEM LFTA Ridge Strapping DRAWING TITLE: NOTE: LSTA30 ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE SIMPSON WINDLOAD BP ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS ° CHARTS & CALCULATIONS / STRONG—TIE DETAILS / ROOF DRAINAGE CALCULATIONS AND II2 THROUGH ROOF 3"11THROUGH ROOF LTP4 ,st FLOOR PLUMBING RISER DIAGRAM I 3' LTP4 2.. 2 ' 3 ' GUEST LTP4 I(TCHEN 2 BATHROOM 2 MASTER NOTES: DETAIL "C" °v 2" 2' 3" BATHROOM 2„ THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 1 Et DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE • Simpson Strong-Tie FL.00 R 2 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL LTP4 DETAIL "B" Floor-t o-E l o o r Connections Ridge Strapping c.o, 2 3 2 C.0 2 2 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 3" 3• DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 Detail 3 3 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strong-Tie3•' 3•' F.A. VENT 6" FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. C.O 4' ABOVE GRADE Floor-to-F loor Connections O'O O O, 7� . SEAL: DATE: 4" cl TO S SC WA APPROVED EWEAGE SYSTEM NOVEMBER 20, 2023 HOUSR ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY PLUMBING RISER DIAGRAM (NTS) TRAP PROJECT NO: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. `C L� - 1158-2023 N❑ SUBSTITUTIONS 5� , �v J. CU .- �y�s DRAWN BY: All framing hardware shown on these plans, oZ � �� P BDK �• iECKED BY: unless otherwise indicated, is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE Y''A" No substitutions are approved or authorized, 'r+' _,, _ � EET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DE4D LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND Due to the relationships of framing hardware to . � LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A the other components of the structure, any framing COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES hardware substitutions will render these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. G 2 null and void, and will result in the installer/contractor assuming responsibility for the design and R301.1.1 ALTERNATE PROVISIONS performance of the entire system, AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) © KEHL•DESIGN-ASSOCIATES, uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) g 25, 25'1 \lay f9L� Eli Q_ 8 r - t - 3 2 3 12' - - - - - - - - - - - - KEHL DESIGN ASSOCIATES LLC - - - - - - - - - - - - - - - -� �- - - - 7 II I I residential & commercial design o consulting 4 I I I I I I I I I PO.Box 1675 phone: 1631 1 433-9084 I � CD GUEST Southold,New York 11971 E-Mail: ssbn654Coptonline.net I I I I I I I BATHROOM & II I I I MASTER Kehl Design Associates,LLC o formerly D A K Associates,LLC cI I I I I I BATHROOM OWNERSHIP & USE OF DOCUMENTS: cu r' I I CU I cu — — — — — — — — — — — — — — — — - I - - - - - - - - - - - - - - - - r.J I I 3 1/2" - These drawings and specifications including the I ideas, design and arrangements represented — — — — — — — — — — — — — J I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J I therein, are the property of D.A.K. ASSOCIATES, — I — ( LLC. No part thereof shall be copied, disclosed I I I m I I Provide Dropped Shower Subfloor to others or used in connection with any work 7E I I I ( I �I I I to Provide fora Roll-In Shower or project other than for which they have been prepared without written consent. I o I I N — � I N I I - - _ — _J I N I I I N fu ap xr- - - - - - - - - -, I W I - - - - - -1 W - - - - - - - - - - - - - - - - - - - - - - a I I I 1 1 I I I I I 3�"Diameter I I I I 3�"Diameter Steel Column I Steel Column c`cuu 2X8's to be Sistered on on 2'x2'x1 I I I on 2'x2'x1 I Each Side of Existing 2x10 Conc. Footing. I I I I Conc. Footing. I Floor Joists Typical I I Typical I I Ex. 2"X10„ Box Beam Ex. (4) 2x10 Girder I I o I I o I N Ex. 8" Concrete Foundation I I w I I W � I 1��Diameter I � J � I I 34"Diameter I � — J — � 3g I 4 Steel Column _ _ _ — J I Steel Column I — — J OPT I ON #r - - I on 2'x2'xl=� r I on 2 x2'x1' I ' Conc. Footing. I I I I Conc. Footing. I WORK NOTES: Typical I 2' I I Typical I 2 v CID I �— — °I I I <� o I I I I N I I I C� I I I UP w I L - - - UP I L - - - I I x.4" Conc. Slab I _ _ rt I I I I I I I ' I Ex. (4) 2x10 Girder I I I Ex. (4) 2x10 Girder I I I I I I I Ex16"x8" Conc. Footing I I o � I A I I A I I A I �I I A I I 31"Diameter I I I '-101" 3 "Diameter I I CROSS SECTION A I I 4 Steel Column Steel Column LINE OF SHOWER TRANSITION ABOVE 2X8's to be Sistered on on 2'x2'x1' I I won f xi x1 I I Conc.2F Footing. I OPTION # 1 Each Side of Existing ng 2 0 I Conc. Footing. I I 9 Floor Joists qn Typical I I —T— Typical Lineal Dra Provide 2x10 Floor Joist Beneath New Wall Above ? Provide2x10 Floor Joist Beneath New Wall Above or Provde Plumbing Joist (Cats �16"oc.) o ` or Pro de Plumbing Joist (Cats �16"oc.)W p2X8's to be Sisterecl on —Each Side of Existing 2x1 CD xFloor Joists g ( ) I or Pro de Plumbin Joist Cats ®16"oc. Nor Provde Plumbing Joist (Cots ®16"oc.)Lineal Dra I i I I XI I I GUEST BATHROOM I r Ex. (4) 2x10 Girder I I I w Ex. (4) 2x10 Girder I I MASTER OO & PROJECT: New 2X8 to be Sistered on--I the Side Of New (2)2x10 I Provide Floor Joist on both sides I I I Provide Floor Joist on both sides I 00 BATHROOM Floor Joists I E of new wall above. 32"Diameter i I I of new wall above. I 3 1/2" y Steel Column I I I I 3�"Diameter ` - I i Steel ColumnI. on 2'x2'x1' on E I I Conc. Footing. I I I Conc.2Footln �ISTypical I 9 o I I Provide Dropped Shower Subfloor Ia I I�I � oW IiI Ii I I Typical I wN I II III � to Provide for a Roll-In Shower �— - - - - - - - - - - - -- - - - - - - - - - - -X � x 255 YOUNGS AVE. UNIT18A CIO1 1 I I I 0 j i I I SOUTHOLD, NY i - - - - - - `� I — — — — — — — — — — J I I L - -- - - - - - - - - - - - - - J SCTM#1000-01-01-036 — — — — — — — — — — — — — — — — — -- I L — Ex. 2"X1O" DRAWING TITLE: Box Beam Ex. (4) 200 Girder Ex. 8" Concrete Foundation '-4" 15'-8 ol lo, '-4" 15'-8" 2-5, 5' 2'-10 1/2" OPTION #2 FIRST FLOOR PLAN 3 1/2' OPTIONAL WALL NOTE: IF IT IS TO DIFFICULT TO SISTER FLOOR JOIST, THEN FOUNDATION FLOOR PLAN FOUNDATION FLOOR PLAN THE CONSTRUCTION OF A SET: ISSUED FOR: DATE: CLOSET WITH THE WALLS LOCATED AS SHOWN WILL OPTION # I OPTION #2 PROVIDE THE NECESSARY STRENGTH AS REQUIRED BY THE 2020 RESIDENTIAL BUILDING CODE OF NEW YORK x.4" Conc. Slab SEAL: DATE: NOVEMBER 20, 2023 PROJECT NO: Ex16"x8" Conc. Footing 1158-2023 DRAWN BY: ��---- -- . B D K PROVIDE HURRICAIIE STRAPPING /�� � ' CHECKED BY: CROSS SECTION A � ��� IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF C, �O ` , v0 f NEW YORK STATE OPTION #2 SHEET NUMBER: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 000. R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND ALL HEADERS ARE TO BE A10 LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A (2)IY,"X 9Y" LVL UNLESS COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES OTHERWISE NOTED L a14 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION, C COPYRIGHT 2023 KEHL DESIGN ASSOCIATES LLC. ALL FLOOR PLANS AND ELEVATIONS ARE DOB NUMBER: OF NOTE: PROVIDE FIRE BREAKS � � Acceptance of these drawings does not authorize the right to build without the authorization _ R301.1.1 ALTERNATE PROVISIONS PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT of local governing agencies, such as Suffolk Count Dept. of Health Services, Town Building AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS AS PER 9 9 9 Y P 9 USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. THE 2020 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such RESIDENTIAL CODE OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) NEW YORK SATE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ./ - LIST �' : ` OF HVAC WORK ;; : , ;. Replacement -<f Existing Existing ;,. 32"X59" Unit 32"X59" LIST OF WORK TO BE PERFORMED DH Unit Andersen nit TO BE PERFORMED 244DH2850-2 DH Utit I € Existing Existing - 1 RELOCATE HVAC FLOOR REGISTER IN 32"X59" 32"X59" � 3"WALL N U ( ) KITCHEN UNDER SINK AND P A N TR Y /1 REMOVE ALL WINDOWS AND REAR DOORS FILLER M KEHL DESIGN ASSOCIATES LLC DH Unit DH Unit \ ) Replacement i � Existing M (2) INSTALL NEW FULL VIEW STORM DOOR ON REAR DOOR Provide A New Flush Walkout Existing pUnit 6 " Q (2) RELOCATE HAVC REGISTER IN FRONT residential & commercial design o consulting Platform With Stairs 32"X59' Z3 OF SLIDING DOOR 32"X59" Andersen � (3) REPLACE ALL NEW WINDOWS, SLIDER AND REAR DOOR DH Unit REF PANEL - DH Unit 244DH2850 (4) PROVIDE NEW 1X4 PRIMED FINE CASING (PICTURE FRAMED, NO SILL) .(-2' 7'-1" 3"BASE I DW N{ (3) PROVIDE FILTERS ON RETURN GRILLES (5) REMOVE ALL KITCHEN CABINETS 11'-4" EXISTING FILLER I (4) RELOCATE HVAC REGISTER IN MASTER PO.Box1675 phone: 631 433-9084 � KITCHEN 6 REMOVE ALL KITCHEN CABINET SOFFITS " Replacement New EXISTING BATHROOM TO A WALL GRILL BEHIND Southold,New York 11971 E-Mail: ssbn654@optonfne.net Mi�1(f1 Existing ( ) ,D Existing p Unit 2868 Full New SINK Existing Replacement THE DOOR 2660 Door 36"X35" (7) PROVIDE INSTALLATION OF NEW CABINETS l 6068 Sliding 2868 Door KITCHEN N FINISHED 36"X35" Unit ° DH Unit 8 PROVIDE NEW FLUSH WALKOUT PLATFORM WITH HANDRAIL SEPARATE PRICE`` Door Andersen View Screen FINISHED END PANEL SB 3 a DH Unit Andersen (5) PROVIDE A HVAC FOR REGISTER IN KehlDesi ( ) ( 1 NLGD6068R Door --- - 9 REMOVE ALL RUGS AND TACKLESS STRIPS I 244DH3o30 THE LAUNDRY ROOM UNDER CABINETS 9nAssociates,LLCoformerlyDAKAssociates,LLC END PANEL ( ) 4 Lite (6) PROVIDE PUMP TO REMOVE OWNERSHIP & usE OF DocuMLNrs: 4 ' (10) INSURE ALL SUBFLOOR IS PROPERLY FASTENED g Ezsiing i { 30" OVEN WISHED 3"BASEI624R � CONDENSATE FROM UNIT TO EXTERIOR These drawings and specifications including the Y 6068 Siding Door I (11) FILL IN FRONT DOOR CLOSET OPENING N 30" FAN E'D PANEL FILLER NEW 3 ideas, design and arrangements represented 12 INSTALL NEW LINEN CLOSET DOOR 1668 Remove W d Burnt - therein, are the PANTRY - property of D.A.K. ASSOCIATES, (13) MAKE GUEST BEDROOM CLOSET WIDER Firep a and Flue. Cl- FINISHED_,- B15R BBC42/45L ��ti� LLC. No part thereof shall be copied, disclosed Install A to others or used in connection with any work (14) INSTALL NEW 406 8 DOUBLE DOOR ew Electric F' lace END PANEL W1542R W3030 W1842L or Existing p 21068 project other than for which they have been (15) REMOVE WOOD BURNING FIEPLACE Existing Replacement prepared without written consent. 2668 T.O. (16) REMOVE FIREPLACE STOVE PIPE TO 24"X59" pUnit LIST OF PLUMBING (17) CLOSE UP ROOF PENETRATION DH Unit Andersen Existin (18) ROOF OVER PIPE LOCATION 244DH2O50 WORK TO BE 24"X59" (19) INSTALL NEW ELECTRIC FIREPLACE (VERIFY WITH OWNER) Existing DH Unit (20) PROVIDE 2X6 WALL IN SMALL BEDROOM TO CONSTRUCT A CLOSET 48"X59" PERFORMED Existing (21) INSTALL A POCKET DOOR IN CLOSET WALL DH Pict Unit EXISTING EXISTING 48"X59" 22 PROVIDE (2) 5068 DOUBLE DOORS IN MASTER BEDROOM Replacement 1 CONNECT KITCHEN SINK FAUCET DINING ( ) DINING ( ) EXISTING DH Pict Unit 23 FRAME OUT NEW 30" DOOR TO GUEST BATHROOM EXISTING Unit (2) CONNECT WATER TO THE REFRIGERATOR LIVING ROOM ( ) LIVING ROOM Andersen ROOM (24) INSTALL RELOCATED DOOR IN GUEST BATHROOM ROOM 244FX405016 Lite (3) CONNECT DISHWASHER Ezisiing (25) PROVIDE ADA HANDRAILS (4) RECONNECT VANITY IN MASTER BATH 24"X59" DH (26) TRIM BATHROOM Existing Replacement (5) INSTALL NEW SHOWER DRAIN (27) GUT EXISTING MASTER BATH 24"X59" Unit (6) INSTALL NEW SHOWER BODY AND HAND DH Unit Andersen (28) REMOVE WALL BETWEEN MASTER BATHROOM AND LAUNDRY ROOM 244DH2O50 SHOWER (29) BUILD NEW WALL BETWEEN MASTER BEDROOM AND LAUNDRY ROOM (7) INSTALL NEW TOILET (30) PROVIDE NEW MASTER BATHROOM DOORWAY WALL WITH POC. DOOR o New (8) INSTALL LAUNDRY ROOM SUPPLY AND EXISTING EXISTING (31) PROVIDE 3068 POCKET DOOR . = 3068 Self DRAIN FOYER Existing FOYER � Store Screen 9 INSTALL (2)NEW FROST FREE BIBBS AND g (32) PROVIDE BLOCKING IN ALL WALLS FOR ADA HANDRAILS Install ( ) ( ) WORK NOTES: 3068 Door 1" 1" 1" Door SHUTOFF IN BASEMENT 33 PROVIDE ROLL-IN SHOWER IN MASTER BATHROOM — — 32 _ " 3 3- New t — ( ) _� 6 5 2'-4" ADA (10)PERFORM A VISUAL INSPECTION OF Existin (34) TILE FLOORS AND SHOWER WALLS (LARGE TILES) __. Compliant g Aluminum PLUMBING IN BASEMENT TO VERIFY EXISTING 2668 Door (35) PROVIDE SHOWER GLASS WALL New �_� Existing EX 1668'VNEW - EXISTING Ramp CONDITION OF WATER AND WASTE LINES. DN := 2068 Bif. CL CLOSET (36) INSTALL NEW TOILET DN :N ' CLOSET w N (37) RE-INSTALL EXISTING VANITY w oo Door Shelves MAKE ANY RECOMMENDATIONS TO OWNER. Existing (38) TRIM BATHROOM 406 e oor 2668 Door (39) RE-INSTALL MEDICINE CABINET(40) PROVIDE ADA HANDRAILSEXISTING wo (41) FRAME POCKET DOOR ON LAUNDRY ROOM GUEST Queen LIST OF ELECTRICAL a BATHROOM (42) INSTALL POCKET DOOR AND TRIM BATHROOM Bed Existing 1" �' WORK TO BE PERFORMED (43) INSTALL DRYER VENT 3 3' - EXISTING , 32"X59" EXISTING (44) INSTALL LAUNDRY ROOM CABINETS U F1 BEDROOM DH Unit BEDROOM U Replacement 45 INSTALL STACKABLE WASHER AND DRYER Unit ( ) (1) PERFORM A VISUAL INSPECTION OF Existin (46) PROVIDE TRAY BENEATH WASHER AND DRYER Andersen _� - �,�, 244DH2850 PLUMBING IN BASEMENT TO VERIFY I ( \G\)1 32"X5 " (47) TRIM LAUNDRY ROOM r, O New e CONDITION OF WATER AND WASTE LINES. Existing DH Un t a� 3668 9 �� (48) INSTALL NEW VINYL PLANK FLOORING �C J MAKE ANY RECOMMENDATIONS TO 2668 Door O - POC. Door � (49) INSTALL NEW BASE 1 X6 PRIMED BASE _ 1 OWNER. EXISTING (50) PROVIDE CLOSET SHELVES IN CLOSETS B 10 2 POSSIBLE (2) RELOCATE SWITCH INSIDE REAR 2868 BATHROOM w o (51) PROVIDE HANGING BARS IN CLOSETS I MASTER CLOSET DOOR -- (52) FIX CEILING OVER BAY WINDOW O i BATHROOM a o �' e e ( ) 3 WIRE STOVE Existing Install 4 WIRE DISHWASHER (53) FIX ALL DAMAGED WALLS AND SPACKLE TAPE 3' 0�3 -41" 50 DD 11 -81" 50 DD 32"X59" New ( ) (54) PAINT THE ENTIRE INTERIOR OF HOUSE 2 2 DH Unit ADA (5) WIRE RANGE HOOD Existing (55) PROVIDE NEW PLUMBING IN MASTER BATHROOM AS NECESSARY Replacement Compliant (6) WIRE ELECTRIC FIREPLACE t 32"X59" Unit Aluminum (7) VERIFY LIGHT OUTSIDE SLIDER IS i DH Unit (56) PROVIDE NEW PLUMBING IN LAUNDRY ROOM AS NECESSARY �icu o Andersen s EXISTING M LAUNDRY 3 a o 244DH2850 Ramp INSTALLED CORRECTLY PROJECT: (57) PROVIDE NEW PLUMBING IN KITCHEN AS NECESSARY ,I Z o CLOSET N CLOSET (8) WIRE TV CABLE IN LIVING ROOM Existing (58) VERIFY CONDITION OF PLUMBING IN BASEMENT AND REPAIR AS NECESSARY -ICU King �., �+ w o 4068 B oss EXISTING `r MASTER Bed (9) REMOVE DRYER ELECTRIC IN HALL �'" *`�* P, BEDROOM (59) INSTALL NEW HUMIDEX SYSTEM IN BASEMENT 11 i Washer BEDROOM CLOSET m""" "z t„"""' (60) GUT BASEMENT CEILINGS WALLS AND REMOVE INSULATION A N! EXISTING (61) SPRAY FOAM BOX BEAM OF UNIT Dryer -8" (10) INSTALL OUTLET FOR VACUUM .�. CLOSET (11) INSTALL NEW OUTLET IN CLOSET WALL ( _ F 62) INSTALL NEW ENCAPSULATED INSULATION IN CEILING OF BASEMENT OF SMALL BEDROOM Km E Sw I Ez (63) INSTALL FILTER ON RETURN WALL VENT BEHIND FRONT DOOR (64) PAINT BASEMENT WALLS WITH UGLY THEROSEAL WHITE WATERPROOFING PAINT (12) INSTALL TV CABLE ON HALLWAY WALL Existing Existing 65 SEAL ALL PENETRATIONS FROM BASEMENT TO EXTERIOR AND WALLS ABOVE OF SMALL BEDROOM 255 YOUNGS AVE. 32"X59" 32"X59" ( ) (13) GUEST BATHROOM RELOCATE SWITCHES UNIT18A DH Unit DH Unit 15'-1" 14 MASTER BATH LOCATE GFI OUTLET Existing Replacement Existing Replacement (15) LOCATE LIGHT AND FAN SWITCH SOUTHOLD, NY 32"X59" Unit 32"X59" Unit (16) PROVIDE NEW CEILING FAN WITH NIGHT SCTM#1000-01-01-036 PR)V' HUR (CANE STRAPPING DH Unit Andersen DH Unit Andersen LIGHT CAPABILITY 244DH2850 244DH2850 (17) MASTER BEDROOM LOCATE OUTLET III'I' ACCORDANCE NCO THE EXISTING FIRST FLOOR P L A N RESIDENTIAL CODE OF BETWEEN CLOSET DOORS 18 PROVIDE TV CABLE OUTLET ON FRONT DRAWING 1T-LE: E�'`' YCPK STATE NEW FIRST FLOOR PLAN ( ) WALL t ALL HEADERS ARE TO BE (19) PROVIDE SWITCHES FOR MASTER (2113!"7. 9%" L'L UNLESS BEDROOM LIGHTS CTH7Rw1SE NOTED - (20) PROVIDE SWITCH FOR LIGHTS NEXT TO BED FIRST FLOOR PLAN rlUiE PROVIDE FLEE BREAKS21) WIRE WASHER AND DRYER IN LAUNDRY AS PER A ROOM THE H'i Provide A New Flush Walkout (22) PROVIDE OUTLET ON BACK OF COUNTER RESIDENTIAL CG`;E OF �„ Platform With Stairs 23 PROVIDE 6 LIGHTS IN FURNACE ROOM NIDEEIN RESIDENTIAL STATE J"X6" TREX DECKING a X6' TREX DECKING ( ) TOP RAIL o TOP RAIL I (24) PROVIDE 8 LIGHTS IN BASEMENT WIRED AT 2x4 ACQ SUBRAIL 2x4 ACQ SUBRAIL TO SWITCH AT TOP OF STAIRS SET: ISSUED FOR: SIMPSON 2x6 DATE: 2x2 ACQ BALISTERS HANGER 2x2 ACQ BALISTERS (25) WIRE AND INSTALL HUMIDEX UNIT 2x4 ACQ BOTTOM RAIL 2x4 ACQ BOTTOM RAIL ;D (26) PROVIDE 8 OUTLETS ON BASEMENT 4x4 ACQ POST a"X6" TREX DECKING WALLS 4"GALV. CARR. BOLT ----T 2X6 ACQ 4x4 ACQ �"CONC.ANCHOR (2)2X8 ACQ POST ( )2X8 ACQ 4x4 ACQ POST 4x4 ACQ POST GIRDER 2X6 ACQ GIRDER A SEAL: DATE: FLOOR JOISTS 16"oc. NOVEMBER 20, 2023 PROJECT, NO: SECTION A SECTION B NEW FLUSH WALKOUT PLAN 1158-2023 102 I O� DRAWN BY: BDK �-- L — CHECKED BY: /-C �� H` OI,f , -'HEET NUMBER: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WINDAl 02 LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A ;J COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES 1 ' CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acce tcnce of these drawings does not authorize the right to build without the authorization �.'. ^J4 DOB NUMBER: OF R301.1.1 ALTERNATE PROVISIONS p g g u^ +,��- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building \pFSS� USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such F KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 3) ICC STANDARDS ON T-IE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) (2)2x6 ACQ Flush Girder ( 7r a a 2x6 ACQ 2z8 ACQ j ® r 5'-7" 4x4 ACQ Floor Joc. Girder Post ®,2"oa. KEHL DESIGN ASSOCIATES LLIC FEE `�, 2x6 AGO __ W residential & commercial design o consulting Floor Joist @ 12"oc. 31 9'-1 1" PO.Box 1675 phone: (631 433-9084 (2)2x8 ACQ Southold,New York 11971 E-Mail: ssbn6540o tonline.net Girder p 2x8 ACQ Girder Kehl Design Associates,LLC o formerly D A K Associates,LLC SIN —321, 5' 71" 31, (2)2x6 ACQ r� OWNERSHIP & USE OF DOCUMENTS: Flush Girder F L These drawings and specifications including the 2x6 ACQ 26 ACQ ideas, design and arrangements represented Floor Joist Floor Joist therein, are the property of KEHL DESIGN n @ 12"oc. 0 12"oc. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection 2x8 ACQ Girder � with any work or project other than for which they have been prepared without written consent. 26 ACQ 26 ACQ Floor Joist Floor Joist 1 „ —32„ @ 12"oc. @ 12"oc. 4 1a —7" J"6" PVC Decking with Grooved Surface 2x AGQ O T F O R � 2z8 AC4 Girder Girder o ❑ ❑ CONSTRUCTION BamDeck 3G Decking N 4'-32" 4x4 ACQ 4z4 ACQ Sales(n�alibamboo.com USE UNLESS N 14" 14" Post Post 844-670-9174 CERTIFIED BY t'� o) —y 31 4' 3 „ 1' 1' x8 ACQ PROFESSIONAL 4' 2x8 ACQ Girder ENGINEER Girder 44 ACQ 26 ACQ Post Floor Joist 4'-3 2x6 ACQ (�12"oc. Co 14 1 a Floor Joist 2z8 ACQ WORK NOTES: 26 ACQ Girder Girder FF Deck Girder Ramp Girder Ramp Deck Pattern Ramp Location and and Joist Layout Joist Layout - 5 1/2" � Azek or Trey top Rail (2) Layers of�x 6" Azek Azek or Tr"top Rail Glued together and radius Azek or Trey Tap Rail os per the 2015 Azek or Trey Top RaB International Residential Code B i z y 1' y y y If necessary provide 2ys ACQ " aluminum Diamond 2x8 ACQ 2y6 Aco Plate Transition N Handrail to meet requirements of " Galy. Carriage Bolts Girder 2ys ACQ Grade R311.7.8.3 Grip Size of the 2015 ewa ewo ewa ewa I eWo International Residential Code " Galy. Carria e Bolts 4x4 ACQ 4z4 ACQ 9 4x4 ACQ 2z8 ACQ �' Galy. Carriage Bolts PROJECT: Post Past Post Girder 4x4 ACQ 4x4 ACQ 2x8 ACQ 2 4 Post Girder Post .� � 2 EI�Preformed Preformed Preformed Preformed Preformed Preformed �� Post Footings Post Footings Post Footings Post Footings Post Footings Post Footings �r Min. S-O" Below Min. S-0" Below Min. 3'-0" Below Min. S-O" Below Min. 3'-0" Below Min. 3'-0" Below Final Grade Final Grade Final Grade Final Grade Final Grade Final Grade 4 I:�TE VERIFY ALL DIMEfJSI,NS TO Ramp Section INSURE FLOORS Or NEW ADDITION AH" NJ iH FLOORS IN EXISTING HOUSE. E ADERS ARE TO BE LVL UNLESS TOP HANDRAILIERWISL iIoTED DRAWING TITLE: ELINWITH ERIFY ALL DIMENSIONS RAMP PLANS- DETAIL ALLS OF NEW ADDITION WALLS IN HOUSE. SCALE: 1/4"= 1'-0" , NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DAT E: NOVEMBER 20, 2023 PROJECT N0: 1158-2023 ���QF reE`fr DRAWN BY: t,� lea J. CO BDK �y NECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE NUMBER: APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND HEEL LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A _ n COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES - _� Al (l"1�3 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION, 0� � Np� R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS (D COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization DUB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 2) AISI STANDARD FOR COLD—FORMED STEEL - PLANS IS LICENSED EXCLUSIVELY TO THE BUYER RAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) agencies prior to construction. © KEHL•DESIGN•ASSOCIATES, uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) , WITH WRITTEN PROOF OF PURCHASE.