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HomeMy WebLinkAbout49635-Z souryo`o Town of Southold * * P.O. Box 1179 0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47144 Date: 06/16/2026 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1545 Old Shipyard Ln Southold, NY 11971 Sec/Block/Lot: 64.-5-29 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 06/30/2023 Pursuant to which Building Permit No. 49635 and dated: 09/01/2023 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: Additions and alterations including a covered rear deck and an outdoor shower to an existing single-family dwelling as applied for. The certificate is issued to: Carl Morales ,Veronica Morales Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49635 7/11/2024 PLUMBERS CERTIFICATION: Raymond J. Hulse Jr 4/2026 i Aut oriz d gnature ofso�jyo(o TOWN OF SOUTHOLD BUILDING DEPARTMENT • �� SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49635 Date: 09/01/2023 Permission is hereby granted to: Renewal Date: 05/29/2026 Carl Morales 1545 Old Shipyard Ln Southold, NY 11971 To: demolish existing accessory garage and to construct additions and alterations to existing single-family dwelling as applied for. Premises Located at: 1545 Old Shipyard Ln, Southold, NY 11971 SCTM#64.-5-29 Pursuant to application dated 06/30/2023 and approved by the Building Inspector. To expire on 05/28/2028. Contractors: Fees: Renewal Fee $670.40 Total $670.40 Building Inspector TOWN OF SOUTHOLD ��o�gUFFUt�co�� y BUILDING DEPARTMENT a TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 49635 Date: 9/1/2023 Permission is hereby granted to: Morales, Carl 36 Locust Ave East Norwich, NY 1.1732 To: demolish existing accessory garage and to construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1545 Old Shipyard Ln Southold SCTM #473889 Sec/Block/Lot# 64.-5-29 Pursuant to application dated 6/30/2023 and approved by the Building Inspector. To expire on 3/2/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $664.80 CO-ADDITION TO DWELLING $50.00 DEMOLITION $226.00 Total: $940.80 r Buildin ctor pF SOUr�O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q sean.devlina-town.southold.ny.us Southold,NY 11971-0959 Co e BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Carl Morales Address: 1545 Old Shipyard Ln city:Southold st: NY zip: 11971 Building Permit#: 49635 Section: 64 Block: 5 Lot: 29 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Modern Electric East License No: 4253ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2ri d Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 48 Ceiling Fixtures 14 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 10 Wall Fixtures 9 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 35 CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 5 Combo Smoke/CO 3 Transfer Switch UC Lights 5' Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 4g 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Micro/ Hood, Oven, DW, W/D, 200A Panel 54 Circuits w/ 32 Used, 100A Fee( to Garage Notes: Two Story House w/ Unfinished Basement Inspector Signature: ZDate: July 11, 2024 S.Devlin-Cent Electrical Compliance Form I Town Hall Annex Telephone(631)765-1802 54375 Main Road P. O. Box 1179 C40 Southold, NY 11971-0959 l�((� JUN - 4 2026 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 4 � Owner: R0112-AlAr5 (Please print) Plumber: M (Please print) I certify that the solder used in the water supply system contains less tha 0 of 1% lead. ' f lumbers Signature) Sworn to before me this day of UAL 20_&L Notary Public, SLuRD k-- County KAITLIN ANN MCELROY Notary Public-State of New Y]20299 NO.01M00040491 Qualified in Suffolk County My Commission Expires Aug 13, 1 � �'y S d 1� SSG,��y� � --y11rn i►� ha-►-✓s.e, SO l n h� �o�aOF SO(/lyo� (5 # # TOWN OF SOUTHOLD B ILDING DEPT. `yComm, 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: d Fa,hox, th /S- F/ t&q "5 : tu,�tA(4 I-A ' f)100-A b6t.ir uo P, ` n ke. c) `vz ymeptf Af,f4 3 LJ CV al aof f 0 6 avi`S -a.� -a DATE � INSPECTOR r of SOGTyo� # TOWN OF SOUTHOLD BUILDING DEPT. °ycournv��' 631-765-1802 INSPECTION [ ] FO NDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 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: L", �"b 1(41-� 4 c, ..rngkL oI ^ a LA/4" DATE Y INSPECTOR X/ —. pF SOUIyo� -I l K•° '�,S ( � .s" �i f� c��/1e �'� # * - TOWN OF SOUTHOLD BUILDING DEPT. I °y o ,� 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: �qv' u C � ��- ,t fc DATE 7 INSPECTOR ti��aOE SOUIyO� - — -- TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ]: FOUNDATION 1ST/ REBAR [Y] R UGH PLBG. ' FOUNDATION 2ND [ ULATION/CAULKINGFRAMING /STRAPPING [ AL [ . ] -FIREPLACE & CHIMNEY [ . ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT.PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: pvmtl- "ovICY& z ;kz IPA ar S ur J.0t - CRA�XA_.F� DATE INSPECTOR N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer June 28, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: 1545 Old Shipyard Lane Southold,N.Y. 11971 District-1000 Section-64 Block-5 Lot-29 Building Permit Application for Alterations Inspection—Existing Septic System On June 27, 2023, I inspected the existing septic system at the noted location. The inspection covered the location and size of the septic system components. The inspection results are: —The System includes a precast concrete septic box (1100 gallon) and two precast concrete leaching pools. Each pool has precast one ring (8'diameter x 6'-0"deep) and a concrete cover. System is performing as designed. - The System size conforms to the SCDOH requirements for a(0 to 4) bedroom house as of the date of installation and approval. The size of the System components is based upon SCDOH Standards. Result—Based upon inspection of this site and to the best of my knowledge, belief and professional judgment,the Septic System, when installed, complied with the SCDOH Requirements for a four(4)bedroom house. 4P�� 0 EW Y q� Nicholas J. Mazzaferro, P.E. z G z *O 05709,6 AR�FESSIOW" N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer March 29, 2024 Design, Construction, Ins ection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: 1545 Old Shipyard Lane Southold,N.Y. 11971 District-1000 Section-64 Block-5 Lot-29 Building Permit—49635 —Alteration/Addition Inspection—Rough Plumbing On March 26,2024, I inspected the construction for the alterations at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System(DWV) and the Water Supply System(WS). The inspection results are: 1 —DWV—System was fully exposed and readily viewed. I observed all drainage and vent lines. System constructed as required.New installation is connected to the existing system. All construction was done in compliance with the applicable sections of the IRC, NYS and Town of Southold Building Codes. 2—WS—System was fully exposed, pressurized and readily viewed. I observed all hot and cold water supply lines. System constructed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Town of Southold Building Codes. Result—Based upon inspection of this project and to the best of my knowledge;belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. OF Neil/ Cb y0 r Nicholas J.Mazzaferro, P.E. f p �; ` DEC 2 2 2025 w 'f:'fii A o 05 N. J. MAZZAFERRO., P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer March 29,2024 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 DEC 2 2 2025 Re: 1545 Old Shipyard Lane Southold,N.Y. 11971 District-1000 Section-64 Block-5 Lot-29 Building Permit—49635—Alteration/Addition Inspection—Insulation On March 26,2024, 1 inspected the insulation and caulking installed at the noted location. The inspection covered the exterior and interior walls and the ceiling/roof for the alteration. The inspection results are: 1 —Exterior Walls—Insulation provided and installed by general contractor. Insulation provided rated as R-21. 2—Interior Walls—Insulation provided and installed by general contractor.Insulation provided found sound control only. 3 —Ceiling/Roof—Insulation provided and installed by general contractor. Insulation provided rated as R-49. 3 —First Floor Ceiling—Insulation provided and installed by general coontractor. Insulation provided rated as R-30 Result-The insulation and caulking installation as verified by inspection on March 26, 2024, conforms with the design specifications. The insulation was installed*in compliance with the IEC Code for Existing Buildings, in particular Section R503 Alterations; Paragraph R503.1.1 Building Envelope. Based upon inspection of this•project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. 0 NEW yoNicholas J. Mazzaferro, P.E. 0 *4,0. - 057 N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 v) Consulting Engineer March 29, 2024 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: 1545 Old Shipyard Lane Southold,N.Y. 11971 District-1000 Section-64 Block-5 Lot-29 Building Permit—49635 —Alteration/Addition Inspection—Insulation On March 26, 2024, I inspected the insulation and caulking installed at the noted location. The inspection covered the exterior and interior walls and the ceiling/roof for the alteration. The inspection results are: 1 —Exterior Walls—Insulation provided and installed by general contractor. Insulation provided rated as R-21. 2—Interior Walls—Insulation provided and installed by general contractor. Insulation provided found sound control only. 3 —Ceiling/Roof—Insulation provided and installed by general contractor. Insulation provided rated as R-49. 3 —First Floor Ceiling—Insulation provided and installed by general coontractor. Insulation provided rated as R-30 Result- The insulation and caulking installation as verified by inspection on March 26, 2024, conforms with the design specifications. The insulation was installed in compliance with the IEC Code for Existing Buildings, in particular Section R503 Alterations; Paragraph R503.1.1 Building Envelope. Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. �P�E o NFW yo Nicholas J. Mazzaferro, P.E. c z .4*'O 051 AROFEsslot, N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 s� Phone - 516-457-5596 Consulting Engine&': March 29, 2024 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: 1545 Old Shipyard Lane Southold,N.Y. 11971 District-1000 Section-64 Block-5 Lot-29 Building Permit—49635 —Alteration/Addition Inspection—Rough Plumbing On March 26, 2024, I inspected the construction for the alterations at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System(DWV) and the Water Supply System(WS). The inspection results are: 1 —DWV—System was fully exposed and readily viewed. I observed all drainage and vent lines. System constructed as required.New installation is connected to the existing system. All construction was done in compliance with the applicable sections of the IRC, NYS and Town of Southold Building Codes. 2—WS—System was fully exposed,pressurized and readily viewed. I observed all hot and cold water supply lines. System constructed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Town of Southold Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. 5 PEE 0 1%ety Y O Nicholas J. Mazzaferro, P.E. z � ww �0 05 pRO�ESSOON. N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer June 28, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: 1545 Old Shipyard Lane Southold,N.Y. 11971 District-1000 Section-64 Block-5 Lot-29 Building Permit Application for Alterations Inspection—Existing Septic System On June 27, 2023, I inspected the existing septic system at the noted location. The inspection covered the location and size of the septic system components. The inspection results are: —The System includes a precast concrete septic box (1100 gallon) and two precast concrete leaching pools. Each pool has precast one ring (8'diameter x 6'-0"deep) and a concrete cover. System is performing as designed. - The System size conforms to the SCDOH requirements for a(0 to 4)bedroom house as of the date of installation and approval. The size of the System components is based upon SCDOH Standards. Result—Based upon inspection of this site and to the best of my knowledge, belief and professional judgment,the Septic System, when installed, complied with the SCDOH Requirements for a four(4)bedroom house. 0 �W iWA 1- Nicholas J. Mazzaferro, P.E. Z p �a 05*7 R�FESS1oNP�" i ?IELD INSPECTION REPORT DATE COMMENTS ro t� FOUNDATION (IST) ( n� ------------------------------------- FOUNDATION (2ND) z 0 t � VbN4��i Ls Ulf VIX� P ROUGH FRAMING& PLUMBING Li� � © s N INSULATION PER N.Y. y STATE ENERGY CODE t nJw . d FINAL 1002 ADDITIONAL COMMENTS 1 0 z c G vL _I - aLl c-� . Rc'd I �' R � - E X y • r I`l 'V CD(y1 1 x E� x d ro . y TOWN OF SOUTHOLD—BUILDING DEPARTMENT s r t Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.,ov Date Received APPLICATION IL IPERMIT L E TV L _ For Office Use Only I PERMIT NO. Building Inspector: J U N 3 0 2023 Applications and forms must be filled out in their'entirety. Incomplete . applicationsvvill not be�accepted.''Wh`ere the Applicant is not the owner;an FFJl rFIl�i a'G DE PT. Owner's Authorization form(page 2)shall be completed. . Date: ,axe v OWNER(S)'OF OPER : Name: SCTIVI# 1000- - 7 Project Address: - S ✓ ` Phone#: L5- Email: CJ No 00_ 6-00 Address: CONTACT PERSON: , Name: Mailing Address: PO Phone#: "T ' 4 Email: v L Cj I fi OESIGN PROFESSIONAL INFORMATION: IJ Name: Mailing Address: r>rn— Do - Phone#: Email: — - " 67041�' L 0A. CONTRACTOR INFORMATION: _. Name: , —Mailing Address: P0 Sro'( `CJpE�VPC4?5,7, Phone#: - Email: i -1k . CDR DESCRIPTION OF>PROPOSED CONSTRUCTION ❑New Structure PkLdition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes Will excess fill be removed from premises? E]Yekao 1 EC E 0 V E SOW 3 LDING DEPARTMENT- Electrical Inspector JAN — 9 2024 TOWN OF SOUTHOLD c Town Hall Annex - 54375 Main Road - PO Box 1179 �= ' altclEg Departerien# Southold, New York 11971-0959 Town of youth°Idfelephone (631) 765-1802 - FAX (631) 765-9502 rogerrCcDsoutholdtownny.gov - seand(D-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 01/10/2024 Company Name: Modern Electric East, Inc. Electrician's Name: T. Rutkowski License No.: ME-4253 Elec. email:trut299@aol.com Elec. Phone No: 516-903-7151 ❑✓ I request an email copy of Certificate of Compliance Elec. Address.: PO Box 321, Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: MORALES Address: 1545 OLD SHIPYARD LANE Cross Street: LANDON LANE Phone No.: Bldg.Permit#: 49635 email: Tax Map District: 1000 Section: Block: Lot: BRIEF 11tQRK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): I ation of Overhead Electrical Service-Wiring of esi ence 4 Square Footage: 12000 Circle All That Apply: Is job ready for inspection?: ❑ YES ✓❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ✓❑ YES ❑ NO Issued On 16 0 l )� 2K-6/U)4 Temp Information: (All information required) rvice Size71 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# ❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals Z 1 FJ2 H Frame Pole Work done on Service? Y ; N Additional Information: PAYMENT DUE WITH APPLICATION to. ,Qo o V-�n u 1 i0 ��`( �o�s�fFO[Kc� G4 BUILDING DEPARTMENT-Electrical Inspector y Zft TOWN OF,SOUTHOLD D,y • �`� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telep one (631) 765-1802 Temporary Certificate Date 2024 Customer Name Carl 11101_41e5 Electrician Name O el R 67,5t Address /$ 5 01d 5h1 Q Gn f Phone /6 D 3 151 e-mail e-mail TW6t @ p p/ . 24 Phone License# M6, 53 Size _A Phase T Overhead Underground #of Meters Remarks #of Underground Laterals 1 b 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from t Authorized by C D ECCaNI : � StsFI®( 3 LDING DEPARTMENT- Electrical Inspector r'r SS ,BAN 9 2024 TOWN OF SOUTHOLD Town Hall Annex`" 54375 Main Road"- PO Box 1179 c CA' D avlMent Southold, New York 11971-0959 dfelephone (631) 765-1802 - FAX (631) 765-9502 2 �r` rogerrCa�southoldtownny.gov - seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: 01/10/2024 Company Name: Modern Electric East, Inc. Electrician's Name: T. Rutkowski License'No.: ME-4253 Elec. email:trut299@aol.com Elec. Phone No: 516-903-7151 ❑✓ I request an email copy of Certificate of Compliance Elec. Address.: PO Box 321, Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: MORALES Address: 1545 OLD SHIPYARD LANE Cross Street: LANDON LANE Phone No.: BIdg.Permit #: 49635 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESC T K INCLUDE SQUARE FOOTAGE (Please Print Clearly): I ation of Overhead Electrical Service -Wiring of Resi ence Square Footage: 2000 Circle All That Apply: Is job ready for inspection?: ❑ YES 7 NO []Rough In ❑ Final Do you need a Temp Certificate?: [ YES ❑ NO Issued On 16© Y lb D 2K'� Temp Information: (All information required) Service Size[71 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# ❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect ✓❑Underground❑Overhead # Underground Laterals W11 2 R H Frame D Pole Work done on Service? Y �( N Additional Information: PAYMENT DUE WITH APPLICATION �I # 0 U `��'n �-1 /OD �Ar `� ( ply � � I PERMIT# Address: Switches J Outlets f _ GFl s Surface Sconces U H H's UC.Lts- j- r Fridge HW POOL Fans Mini Fr. W/D� b>" Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes 1� DW Generator Salt Gen. Carbon Micro kpol GrbDis Waver Bond 1-ig hts Heat � I Pucks ERV HOT TUB SPA Inst Hot DeHum Transfer Disc Combo I Cooktop Minisplit Blower AC� k ZAH Hood Blower 2 Service Amps zf-o Have�c sed L/ Sub Amps ( o,0 Have (,Used Comments SURVEY OF: PROPERTY LOCATED AT SOUTHOLD TOWN OF SOUTHOLDDEC 2 2025 , SUFFOLK COUNTY. NEW YORK QY a� ___ S.C.T.M. x 1000-64-5-29 v of CONC. \ON. SCALE: 1'=20' o� NOTE: THE EXISTENCE OF RIGHT OF WAYS. WETLANDS AND/OR EASEMENTS OF RECORD 1 G > IF ANY. NOT SHOWN ARE NOT GUARANTEED. Iry �yti4 Epp eR/�� 4 � �� JON CDKERBS AC v y UNITS •(� WATER �m oY METER 1I/2 STORY FR.RES. e `�0 SHOWER )ss28, s Q �O ry00 .S SLATE PATIO /po ry!L OF N� Y C CONC. MON. FENCE :,Ofi2. ur,—. �O Ar ads ce LOVE F�LANfi ti`S7o AR AME E o� SURVEYED BY: LAND N/F )S228R ti^ PAUL BARYLSKI LAND SURVEYING JEANETTE YUNG 9 R� �iya`O�ti PATCHOGUE. NY. ROBERT SIMON ~ a��� LAND N/F PHONE 631-294-6985 GILBERT RIVERA a FAX 631-627-3186 KATHY OINAS RIVERA PAULBARYLSKIcYAH00.COM NOVEMBER 6. 2025 FENCE OIAOr1�D ALIEAAT�!fR AOIITOl!10 TYS SIRYEY S A VfOATOR O.L. OF SECTION TM OF TIE I"YOFX STATE MrATIOV LAM TRIES OF TIM 9RVEY MAP NOT EAROS THE LAN]SIRVETOS O / \ OR EIBOSSEO SEAL SMALL NOT E CONS TO E A VALID TRUE CO'T. rAORNRE6 OR CBfr1FO:ATTOMS RSIGTEII H]SW S1 ML RUN OLY TO THE PERSO!M WHOM THE SRVE/6 RRPARM AM ON NS EH&F TO LAND N/F THE TIRE COPPAMY.SIYOlOTNTAL AEN.Y AM LBEW OSTnUMN LAND N/F LISTED'ETrEOL TOMEA O=THE IErOBDlSrM K MATILDA SULE / CHRISTINE DODD 8 GMWMTM vs urRMam O�TRAMsrTR� ImNL eTOAmrt IRREVOCABLE FAMILE TRUST GREG DODD 6375 SURVEY OF: PROPERTY LOCATED AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK S.C.T.M. # 1000-64-5-29 y o� CONC. MON. SCALE: 1"=20' NOTE: THE EXISTENCE OF RIGHT OF WAY-S: WETLANDS AND/OR EASEMENTS OF RECORD " %-1 IF ANY. NOT SHOWN ARE NOT GUARANTEED. _ �,a O LAND N/F ��� `• �p e�fc� JON C KERBS v AC 4i;, � i� tip• 0 `'Yo ` I��aY f' m 9 UNITS d Y WATER �rfr�f METER I FR. RES. RY V� s 2?e ti 92 SHOWER 7 6),,%0 F 10 o�v Q !s `s SLATE PATIO ril S OF e� / O 0R PIP CONC. r €•; �� ,�,� l%k'< MON. FENCE C1 - 2 FtiC LOVE �r2 - �o s F S �s07a2 D sv� �� tip. ., 1� FRAME SJ, GARAGE LAND N/F SURVEYED BY: /S�A��O-- PAUL BARYLSKI LAND SURVEYING JEANETTE YUNG & Gy � '� otK PATCHOGUE, NY. ROBERT SIMON 4b LAND N/F PHONE 631-294-6985 GILBERT RIVERA FAX 631-627-3186 KATHY DINAS RIVERA PAULBARYLSKIoYAH00.COM NOVEMBER 6. 2025 FENCE UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION O.L. OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED / \ OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFCATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM[THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LAN❑ N/F LAND N/F LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. M A T I L❑A S U L E / C H R I S T I N E D O D D GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. IRREVOCABLE F A M I L E TRUST G R E G DODO 6375 SIC ; _i T.0 1 W Y- i(STATE A Os-- IL '-U,VEY ME �i ���"�. co. i't lg l ap AtQ.854) c. -Y AND TO Wt i S} . L G INSTI- i TU AL,i I nr L in (iJ.v OR SUBSEQUENT # 1 J0�j i1 f ^i 1j(wr (( 4r/ nWNFPS AT L©T .110 1 /40N7`FZ 15U.31Wall i } � �? (orcl� dri,r� carport �'' � i � Scams • 1f0'�•I' f% - � �� :� = 1►err �ite 1 Lo L � Q play:t+a�r •{� _ � �r«y y►,xr�cJ� _Q ,. �2. '� ► 0. � l_G7' 1f.�' L. Cam'/�L�4'-�'I•�7"�S � Q � �:.FYfcti�a ?"ff1Es fltsv+2�i�ct� Ca►rr�p+,t� ' � � �c.►��f/G c".D_-7-afx lYler��:r��r�4�f'i�.sr,: ;c:.., Y G�.....- 1 i o , ! �" , 17l5 t" 1( 13.1QL�'�M"tl�fa.:�::��./. :7. e_i r'F_�tt�E� �..rY✓R!� .`7r ss �ttr':� C SURVEY OF ugBWJaTemalseM1083wo LOT 112 se:l.mag glleaH 10 7da0'00 Xiog0S MAP OF r FOUNDERS ESTATES ( `"'• FILE No.534 FILED MAY 10. 1927 SITUATED AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW Y¢R!S Q S.C. TAX No. 1000-64-05 26 7ff zop SCALE 1"=30' OCTOBER 22, 1999 SEPTEMBER B•2000 REVISED PROPOSED HOUSE SEP'fEMDER 19,2W0 REVISED PROPOSED DRIVEWAY LOCATION C $ 79. , OCROBER 9,2OD2 UPDATE SURVEY Q' 4440- W W OCTOBER 29.20D3 ADDED PROPOSED SITE PLAN JULY 19.2004 ADDED WATER SUPPLY h SEPTIC LOCATION NOTES PROVIDED BY OTHERS O A O.Z•N N W AUGUST 30,2006 FOUNDATION LOCATION U) 'T JUNE 27 2DD7 FINAL SURVEY NR FO J�LY 28.2007 SHOW RELOCATED WATER LINE FTC /� / A 15 �f AREA= 17,353QC. eq. 11. F-Lj » EMT z•s 0'6j, O 0.261 QC. 11201 oA' ' _ 43'N.D0 TV CERTIFIED T0: �y ;• W �,� g ' p MARY E. BARROWS n ^r m o $ , COMMONWEALTH LAND TITLE INSURANCE COMPANY t'rY Ic -7 H x `�., 8 TITLE No. RHBOOB-2569 ut `KAL' SIX a< LO kp o T f f�2 CoxC F e �O 1`=T�•B AKW 1.FLOOD ZONE INFORMATION TAKEN N1910 HOOD INSURANCE RAM W NA.1x10ZOD1Y O z ^-QI•ii m Mnlvals +srpg ro R •��@ zalr AFi 11�Ram tr:Toewm °'�a s7oryE -T 14.0' me x': D1FmI ar tI"MwI+imr"a.m 1wN of wsiS LESSnwl p O y H ,. �mem�ia ro a olll wo- �Ramlfl�w.l_Ram o i� 3f t _ -FX J.•l K HOUSE OFFSETS ARE TO FOUNDATION Q N 79-44'40" WA w`°'e'°' ' to o S Cow- Z�z SEPTIC SYSTEM TIE DISTANCES W Zop 77Q O Q: UNAUTHORIZED ALTERATION OR ADDITION 152,7 p COVER HOUSE CORNER A" HOUSE CORNER' SE TIOTHI SURVEY 5 A VIOLATION NEW YO OF N 6' 7 EDUCATION LAW. LA OF THE NEw PORK STATE h •� c SEPTIC TANK 1s' 38' COPIES _ c OUTLET COVER TT14E LAND SU OF THIS RVEYOWS INKm SF L OR MG EMBOSSED SEA.SHALL NOT BE CONSIDERED r = \ CESSPOOL 1 23' 46' TO BE A VALID TRUE COPY O CESSPOOL 2 SO' 3{' CERTIFIC/OION9 NOICMED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY p CESSPOOL 3 34' 20' IS PREPARED.AND ON MS BEHALF TO THE V TIRE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSOTUDON LISTED HEREON.AND TO TUn�CERTIFICATIONS ARE NOT TRANSFERABLE. iVOu THE EXISTENCE OF RIGHTS OF WAY "A R. - AND/OR EASELIENT$OF RECORD,IF ANY,NOT SHOWN ARE NOT GUARANTEED. L',•"•. ,: .:`.T ':i_ i PREPARED IN ACCORDANCE WITH THE MINIMUM �._. IFY THE DS LS"ND APPROVE As D ADO TNm Nathan Taft Corwin III I �rT7'7') (Ci:� •„� FOR 117E H USE AND APPROVED AND ADOPTED C. LUUG•(:, :, I I FON SUCH USE DY THE NEW 11)RN SPATE LAND / TITLE ASSOCIATION. OFNEPv Land Surveyor ��'tl �'�.__�..: .,_�-- - ---•-_.__..i�.._�-'_-."r____:-� 5� NSPFTCO p'P,1„ T TRIO Surveys-5abdivisions - Site Plans construction Layout Z PHONE(631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAIUNG ADDRESS _Cl v 50461 O� 322 Roanoke Avenue P.O.Box 1931 F N.Y.S. Lie. No. 50467 Riverhead,New York 11901 Riverhead,New York 11901-D965 SURVEY OF. Nu LOT 113 • SUBDIVISION MAP OF s-1 FOUNDERS ESTATES S 79.4.4•r40" E LO "�` FILE No. 83A: ,FILED MAY.10. 1927 - \ o ' r �>2 SITUATED AT % ��,�,� SOUTHOLD TOWN -OF .SOUTHOLD s• o SUFFOLK COUNTY, NEW Y - .7 S.C. TAX No. 1600-64-05 27' SCALE 1."=20' a ''�= ;; .. r>ti -� - • r �o o FEBRUFARY 20,-1997 4 s W _ v O .AWE HOUSE. Lt? ` o PECONIC ABSTRACT, Inc. '`.; FLATBUSR FEDERAL SAVINGS AND LOAN ASSOCIATION-:ar; PAUL X BAKER aafeO UNDA S. BAKER �r ifs AREA = tt,572-99 sq. ft. V. H :fb abrLi,rY wx / rar � Gl- �a� + - w 0 OU4 arra,d N7Eirm7rl ae•MAr0f1'„• .r 4: f tT" y ' - m ' ' ''^ °°'G°°'Q air N i; f I e.'�- msea'sar a•'inc sr�'rt.' ' �' � .� -� ''„�;,,� � - r.m• � o � -. �►�fl .f,�� ownor.w. .,ram.-•. ;'�-' .•`,`_ v V v 3.:: yr - �'rE 3 3 1�•(,. a+soagn WL WAL My ee-oar�9mn, ,� � ".. �'' - !QT 114• � 1$$,8$, .� ��' 1`� m��ws�.t�uep�•.. �•- : �' E -y mncaois':asRs rltsDiN awc isx .`.-y �•� Q'. CANA My IQ ir AMU Cm mg im EYV niL COYICWf.W WM61Id.rMHR7'MIR':�';.•: Asamium 7u=L.0011FR7QAL'lllt•11 711MNgr[L-.: _ • : " - ^ ,, r �yf-i' ..f1 _7K D=TE 12 or AWSY-CF"1GY'•1+.:i y � yrrf tto //f) 46. -/ + _ . 9f0mm"K�b'�,�/ � rr t�� � .T"( - :A;• - _ Wit.. Y f � r,. , _ ,rarMEa M,rmnarte.a,iFE�....� r '• _: i 1H !R7MC UAL&MD Y7gO.i+D�NO ` •s.• rf 'd ' I~ .z� M �.YW.�rMM Joseph �A: iriRYgegh� o5 , Land SEICVec` = : T1GL �T �1� I stir]:Is .� '„Y j�, 1/ ��/' l +1• vr' , �11� - 7Ms SmMs•—Af/dWWOM— Hm etrl�hCC�m.L�etl►'••z :'•�j, PMME(5t5)7TT-1090 :Pas. '(StB)722'yfOlS�`. A 'Qy '0 OMM LOMM AT :rLw+o A9or�s J� h S.N.Y. Lk. a9LN9f 0"prier•Saoort Pta LkfrlWf ,f •(J [L ") - } .Aprrbegrr,;mm Yak 7 231 Rk hwf,Nqr tbi.tS9af'_{ 11 —JAH SURVEY OF LOT 114 MAP OF W FOUNDERS ESTATES FILE No. 834 FILED MAY 10, 1927 r n SITUATE SOUTHOLD GS 79-44401, for "s TOWN OF SOUTHOLD E/ SUFFOLK COUNTY, NEW Y S.C. TAX No. 1000-64-05 IYA� 155-851 `7 SCALE 1"=30' �5 -t rho ° x� 153-4IMgpCr' SEPTEMBER 7, 2018 ri "1 hf NLWO INC 13 �A '• o 'm FREE Np SERB1Am ; FRAME ivX��r$-2w �1' AREA = 0.4172acq. it. a• , eS. � ze s' -^T 1a.a•� ria wgtkax— ct•4RAGf.� - -- - .�//� d• _�' °' // �' is syEP --� 00 o NOTES: �RCOHO, 1 ..1 1.FLOOD ZONE INFORMATION TAKEN FROM: ��„y, • p�/ j. % x" FLOOD INSURANCE,MTE MAP No.36103CO155 H YALZ ZONE AE.- WE FLOOD�/ INED ZONE VE: COASTAL FLOOD WITH VELOCATIONS ITY �� LO!' o.2'E (WAVE ACTION: 01O EASE FLOOD ELEVATIONSANNUAL DETERMCHANCE x ZONE%': AREAS OF 0.2R ANNUAL CHANCE FLOOD;AREASFOOT OR W 1R ANNUAL CHANCE FLOOD 6 °'• O 4', / '/ - c3 O Vy 1 SQUARES UIELE µU OF SSPPRO f CTEO of LOEVEES FROM 1%EANINUAL CHANCE THAN ' •��t�CCI` q� poy ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FUMDPWN. ,v s X12 y 2 O �.`�-, 2•ELEVATIONS ARE REFERENCED TO NA.V.D. Ina DATUM O y o EXISTING ELEVATIONS ARE SHOWN THUS-.= �� ry /IT)^ 4= EXISTIFFL_NG COFIRSTNTOUR LINES ARE SHOWN THUS:----Xx---- AO'' O g /0 OF 4 Y P, GFL- GARAGE FLOOR rye. � F ♦ 'S.t bj F W y 0ry OO 43 E V M•Yy I ♦ G �Y MDH . ov 1,aa/P/� '�YVQ PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABUSHED �,2 O 2 (W THE IL ALS.AND APPROVED AND ADOPTED O W FOR SUCH USE EW YORK STATE LANG TITLE AS O C0 •y4,oC11- K�o� GJ OI 13^ao• --oo SV N.Y.S. Llc. No. 50467 V� UNAUTHORIZED ALTERATION ADDITION TO THIS SURVEY IS A VIOLATION OF ADDITION�. SECTION OF THE NEWW YOYORK STATE EOUEDUCATIONN Nathan Taft Corwin III - LAW. �r COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S IN SEAL OR Land Surveyor 10 BE EO SEAL SNAIL MUSE CONSIDERED a TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY ' IS PREPARED.AND ON HIS BEHALF To THE ' TITLE COMPANY.GOVFJLNMENTAL AGENCY AND Title Surveys—Subdivisions — Site Plans — ConstNCtlon Layout LENDNG WSIRUTION LISTED HEREON,AND ' TO THE ASSIGNEES OF THE LENDING INSR- TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE(631)727-2090 Fox(631)727-1727 OFFICES LOCATED AT AWLING ADDRESS I THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O.Box 16 AND/OR EASEMENTS OF RECORD,IF Jomespart,New York 11947 Jamespoh•New York 11947 ' ANY,NOT SHOWN ARE NOT GUARANTEED. .I 38-230 • f r ' LOT NUMBERS REFE0, TO "SUBDIVISION MAP OF FOUNDERS _ N. ESTATES"FILED IN T'iE SUFFOLK COUNTY CLERKS OFFICE p ON MAY 10, 1927 A?;FILE NO. 834. SURVEY OF PROPERTY - G E. I AT SOUTHOLD : FH9!n Ih gnrshad grade al l0.7 11 gun TOWN OF SOUTHOLD 50101aTae IE 9J- IE Bs L.P. SUFFOLK CO UN N,Y. /y�y T•• p 1000-64-0 30 ♦ FOOD 3'Mh ground wafer el 2.6 SCALE' 1' 0' i — AUGUST 29, 2 SEPTIC SYSTEM CROSS SECTION MAY ll, 2007(HEALTH DEPT. INF01- �!� / I I-J2D0-GAL,PRECAST SEPTIC TANK 60.4110.DEPTH MAY IS, 2007(TEST HOLE). ' J° ��► 5 LEACHING POOLS 6'0•3'DEEP .Sapt•/a WITH 3'SAND COLLAR(SW)3'ABOVE J0 i.A 5� GROUND WATER .5oPt•27 2007(Puna{{� � NOTE, 007 bevlsl'ona) SUBSURFACE SEWAGE DISPOSAL FEB.196 2008(Foundalronl SYSTEM DESIGN TESTHOLE (� c i BY, JOSEPH FISCHETTI,P.E 5114107 0 `y �Q h� HOBART ROAD i EL/00 ��Alm LOAN Y SSj SOUTHOLD,N.Y.11971 AffGO Q y `aA�, 4% (631) 765-2954 BROWN SLT YL PALE BROWN FM ro IEWAI SAM IP �y $ 0 LOT COVERAGE � "' ��' �.$• EXISTING-1165/7700=15:176 aty3 yJ� �� �4ro. q ?� b s p�. PROPOSED-1540/7700-20% J�'y �� ..-r ' o �`qd'/y i2oo� Runo�{ Compufp�Yor7s MA TFR H PAIF BROWN FM To \ NmRaesam Be s �� 'gym �/ `y /• /540 Sq.�j x0,17%, a.4j. 9.3 BY.MDDONALD GEOSCmJCE �} " C'4t o ro vide 2 wry we//s EXISTING HOUSE �Lo g�REMOVED -o �F�� `yasZ,3'� 6 c,�°oo. )'0 SHOWN HEREON fn-11r.G/9.e EXISTING CESSPOOLS TO BE REMOVED OR FILLED/N O� EXISTING WELL-TO BE ABANDONED �3 1*6, 9b e FLOOD ZONES X&AE(el. 8) FIRM 36103CO166 G 5/4/98 0 l! o I am familiar with the STANDARDS FOR APPROVAL ' 0a, L �Dtt o<or roo00 �Py� AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. �'qy ��� A isoFNS o �� tiy� 5 Mer2c The location of wells and cesspools shown hereon are c�s S• \ 0 �o F� from field observations and or from data obtained from others. /' o Q 4<• ANY ALTERATION OR ADDITION TO THIS SURVEY IS A NOLATION y� 8 0,��,0e, a OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ( B �/�,T , Q�Y ^`y', , EXCEPT AS'PER SECTION 7209-SUBD1NS70N 2.ALL CERTIFlCATIONS JIB-� ! ,,�• q2{ 96.18 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF I ���, CONIC SAID MAP OR COPIES BEAR THE IMPRESSEC SEAL OF THE SURVEYOR -WHOSE SIGNATURE APPEARS HEREOIL /� I �� P60I)B76 _90920 ���r5-1797- ELEVA77ONS ARE REFERENCED TO 14.G.V•D. cry$ 1230 TRAVELER STREET AREA=7,700 SO. FT. •=PIPE �`4' SOUTHOLD, N.Y. 11971 06-209 TITLE No.:MAS3291 r wo JOB No.'2739-MS LOT urns ELr 847'24'Oq•E ACTUAL lie EL. EL- POLE toe a 47 2340'E DEED ION 1os Qf 7VA °` FC r►tD.S KADE.FM, OAS Fc C Z . Mxt DpAa NOTE:8 o waOTINe ShPnc 18 FLOOD 2-rDEWxVDULRINOS ZONE SEFnC rffaRMA71oN � SURVEY OF A PORTION OF LOT 116 x NO AS DUCK 18NOTOU ANTEED 'MAP OF FOUNDERS ESTATES,INC.'vROP. OF F:05110/1927 No.:834 +�� SITUATED IN + o t Pjmo ft M i1M. SOUTHOLD TOWN OF SOUTHOLD ++a 9, M SUFFOLK Co. NEW Y�R�C\\ } 1e.s s . so � $CTM No:1000434�-311 ) rn _ OBIE �// t? ELP n " C. 2W ON PAD H 1.1A2SIORYb L116 O FLOW ZONE EL,� Epp L AE 99 No:2ma ELI 2.1'- -FFN10 21 EL- I&r142 STORY DAr ------ o as O A�na1L w FLOOD ZONE INFORMATION: w 187 c 3 COMMUNITY:TOWN OF SOUTHOLD +-STORY MAP NUMBER:3610300158 G COVERED AOD Ir2S oav N DATE:MAY 04.190 ZONE:X EL- 2 N BFE:NO ELEV.ESTABLISHED as ZONE:AE EL- EL Off 8 EL- 9"m N 51.28'40' eo NOTE:EXISTING RIDGE IS 19.9'ABOVE GRADE. OF �. EoaE of qgP Y EL- NOTE:ELEVATIONS ARE IN NOVO OF 1929. �Q��QI�` �y0,F zs co HOBART ROAD :* (6Q RO11M) 78 OQ r 'eNo1. �s WILLIAM T.HOLGAN LICENSED LAND SURVEYOR,P.C. 41 SMITH STREET BABYLON,NEW YORK 11702 831-321.4732 CERTIFIED TO: PROPOSED ADDED:10/28/2008 SCALE:1•=20 STEWART TITLE UP-0ATED:07,111rAVW DATE:0510812008 MASTERS ABSTRACT JP MORGAN CHASE,NA Suuo(EAD DURANTE GALEOTAFIORE AND vmw ANNA GALEOTAFKORE EL- - ar 66d APP VED AS NOTED` ;RL B FEE BY: 1tL PLi1M61N.a 1 (A NOTI BUILDING DEPARTMENT AT WA?ER LINES NEB© 631 765-1802 8AM TO 4PM FOR THE .3T t G FORE.CO ERINJ-�; FOLLOWING INSPECTIONS: ,_.. 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING& PLUMBING 3. INSULATION PLUMBER CERTIFICATION 4. FINAL-CONSTRUCTION MUST ON.LEAD CONTENT BEFORE BE COMPLETE FOR C.O. RT ALL CONSTRUCTION SHALL MEET THE CEII=ICA TE OF,OCCUPAN Y REQUIREMENTS OF THE CODES OF NEW ~..,SOLDER USED IN WATER YORK STATE. NOT RESPONSIBLE FOR SURPLYSYSTEM CAn11VOT DESIGN OR CONSTRUCTON ERRORS EXCEED 2110 OF 1% LEAD. COMPLY WITH ALL CODES OF ELECTRICAL NEW YORK STATE & TOWN CODES INSPECTION REQUIRED AS REQUIRED AND CONDITIONS OF D TOWN ZBA NII�G BOARD DOfiOTRR t�,�F,iTk S ;} FRAMING UNT-I1;SUI T� cp USTEES OFfOUNDATION: (3Efi1rON, HAS BEEN-APPROV8b: Blower door OCCUPANCY OR and ductwork USE IS UNLAWFUL testing required. WITHOUT CERTIFICA-. Must provide Manuals OF OCCUPANCY D,J and S as per NYS Energy Code RETAIN STORM WATER RUNOFF All exterior lighting PURSUANT TO CHAPTER 236 installed,replaced or OF THE TOWN CODE. repaired shall conform to Chapter 172 Of the Town Code Lot 114 GRAPHIC SCALE 1 0 2 0 4 0 Co S 51 E 156.71' 1 1 W[m Fn.0.6'Na R-orM?t.E • A U G 3 1 2023 FncL CM FncL CM IN FEET Q) N 10.4. al WE. 1 Inch 20 ft. TV, Proposed Additions b -at 5 9 ail And 11 Covered Deck -04 LO I -: U) 7- -0 lu S/W Existing Garage To < �Ln Be Demolished 0 Lf, &7' Proposed F-:�R (No Existing Electric) New 3t 6 ri 0 1 3 1'-8 1/2" Garage r, P. C14 F.. /0 U) M K) -------------- 1A Lp�.v z -C� Fr. 2 Car EL —4 9 Garage Inf CM Z Z C ----------- - Mph.D/W 20'-2" L C QLF. Ln Frd O.rE� Ln 0 LJ Ln PVC Fn PVC Fn PVCF.. 19-11 N Q) al I-ISM N 51'28'40" W 'I P/0"a!s' 152.47' D&S. 2 _ ,7— lb Z Lot 116 Lot 117 eoy- t- M to Lot 115 as shown on map of .2 Z X 0 Hobart Road "Founders Estates" Certified'To: Filed May 10, 1927 as Map No. 834 Carl Morales situate MR- Veronica Morales V N L Hamlet and Town of Southold, IN® Fidelity National Title Insurance Company 1 V,�" Suffolk County, -3 (7404-9987) C-*,i= New York ;z?A� "'!TCj to k THE EXISTENCE OF WETLANDS, RIGHTS-OF-WAY, AND/OR SUFFOLK COUNTY TAX MAP SURVEYED NOVEMBER 16, 2020 BY: ILI EASEMENTS, IF ANY NOT SHOWN, ARE NOT GUARANTEED. 1000-064-05-29 PAUL WERLER, L.S. NYS UC 049875 IJI 126 Z ON AVENUE - ZONING DATUM - (631) 878-2847 CENTER MORICHES, NY 11934 U) -, LOT AREA A 11,594 S.F. OR 0.27 ACRES JOB # 2020127 FAX (631) 874-4164 pwerlee0lielevcerts.com Ln 43 IVIC LOT 51ZE: 11,5c14 5a FT Rm Om _ 44q EX15TING HOUSE : 1,155 Ba FT V10 110 05709'b 0 PROPOSED ADDITION: 115 5a FT �K PROPOSED GARAGE: 425 5(2 FT TOTAL COVERAGE: 2,355 56Z FT PROP05ED LOT U5AC7E: 200/0 Note: Existing garage to be demolished and removed. Concrete Patio to be demolished and removed. r Z \ O _ F— } W 10, 10, W " d- v ►u z � PROP05ED ADDITION - EA5T ELEVATION °' ° in a N N in -3 T= v Ln �. z o m O 25' L _ 17, 3' 10' 1 IT I 111 10, zo IT ryOF yy L ro oo � � � Ui � T U e PROP05ED ADDITION - 1NE5T ELEVATION Z p �O 0510°� AROFcSSIO�P�� o G5 Y41 oa o o m > Z o a >. LU m �0 z 3 0 ®® 10, 15' - 10, 8/30/2023 10' � o00 0000 0000 10' 10� 000 0000 0000 SCALE: 20' 10' SHEET: PROP05ED ADDITION & GARAGE - EA5T ELEVATION PROP05ED ADDITION - EA5T ELEVATION P-2 1 � 1 1 1 1 1 j 1 � 1 � 1 BEDROOM 1 1 14•4 1•X 11•-T 1 1 BATH 1 11 LL BEDROOM 2 1 1 Q DINING 13'-0•X 4-3' � 13'-b'X4-T RALi• 1 PORCH II T-61x 3'-bPOR ° 1r-rxsa I y ' O Z UP [�� 1t KITCHEN !UlVfINC, 62 'I COVERED DECK 6 1 Q 52 13'A'X 42-8' I 1 BATH2 i 11_ it II 1 DINING f-------------------- OFFICEo t BEDROOM 3 1 13'-P X 10-b• t T-a•x��• LIVING OFFICE PX1r-a- 1 131-F X 10'-fi• ll-1 L_- -Z "D 1 i n In Q st N r 1 + la - \� EXISTING SECOND FLOOR r nV � NO CHANGES X v �llk 1 LAUNDRY uP Z O 1` POYVER RM 1 1 t'-r x 31_71xb•-1P 1 1 cn ' 1 1 1 E,a§5ng Flw.,se I Proposed.\dditlan I � EXISTING FIRST FLOOR PROPOSED FIRST FLOOR ----- ' E z o OF NZjV ) d) -- ------- ------- --L-- r- -- -- ' In 1 I I I i I I I I i ••�• O ° 0570� R EXISTING NEW OFessioNA�' a5 I F•.e I ----- ----------� I I �— !�— - - -- —1 1 2 �— I I �-------- I I O 5.4 I I I 0 ------------ �y---------L------1 jr ------L------------J kg-----y---1------ I I 1 DATE: � � j 8/30/2023 I I EXISTING ROOF PLANES I { 1 1 I I SCALE: - I I r-------J I 3/3211 { I I I I 1 I I 1 1 PROPOSED ROOF PLANES SHEET: I I I I { 1 L---------'L------------ P- O 1 FOUNDATION NOTES: 5'-4" I I I SLOPE CRAWL SPACE TO DRAIN.MAXIMUM SLOPE IS 2 HORIZ.,1 I I 16'-0 1/4" I 1 VERT.BETWEEN FOOTINGS AT DIFFERENT ELEVATIONS. I j I I 1 8'4" Existing Foundation ALL FOOTINGS TO REST ON CLEAN,FIRM UNDISTURBED SOIL. _ 10'-9" New I I STEP FOOTINGS A REQUIRED TO MAINTAIN REQUIRED DEPTH I 10'-1" I I BELOW FINISH GRADES_ Z I 1- _-J I CONCRETE STRENGTH, 5 1 — ————— I 3,000 PSI AT 28 DAYS FOR ALL SLABS.(FOUNDATION DESIGN New Foundation BASED ON 2,500 PSI). p I I l 3,000 PSI AT 28 DAYS FOR ALL OTHER CONDITION. Z Z MAXIMUM SLUMP,4' o � I I I I USE ASTM A-615 GRADE 60 DEFORMED REINFORCING BARS 1L.. [L I I I 1 12-5 1/2"-{ O New Deck Footing UNLESS NOTED OTHERWISE I I Existing I I CONCRETE EXPASION ANCHORS SHALL BE'SIMPSON WEDGE-ALL d I STUD ANCHORS'OR ENGINEER APPROVED EQUAL. EPDXY TO BE + 12'-101/2" SIMPSON"SET"ADHESIVE OR APPROVED EQUAL. li I Lu S'4" INFILTRATION,ALL OPENINGS IN THE EXT.BLDG.ENVELOPE SHALL a- Z BE SEALED AGAINST AIR INFILTRATION.THE FOLLOWING AREAS o -t NOTE: 1 I MUST BE SEALED- ,� o ---- ------� --� I @ 2'O.G.WHERE EXI5TING AND N Ln I s I I NEW FOUNDATIONS INTERSECT *JOINTSAROUND WINDOW AND DOOR FRAMES m w I I I I TYP) *JOINTS BETWEEN WALL CAVITY AND WINDOW/DR.FME. X - New I 1 41'-9" *JOINTS BETWEEN WALL AND FOUNDATION v 1 I I I *JOINTS BETWEEN WALL AND ROOF In --------------------- -� 1D I 1 8-4" *JOINTS BETWEEN WALL PANELS v x I I I I *UTILITY PENETRATIONS THROUGH EXTERIOR WALLS tj 1 1 20'-1 9/16" I z Cn 20'-9 9/1 b" I I I I I 15-111/4" I I I I Sr 4" v r N I I I I _ —————————— ------ — I � 4 I I I I I I az o z o 51'-11 5/161, I I o 4t ---------------- In 43 I O o 20'-11" 'q- to N In a 2x6 TREATED PLATE 5 SILL SEAL 8 TERMITE SHIELD � I I I 18'as CAST-IN-PLACE ANCHOR BOLT 8•I DEEP MINIMUM 1 -1 I-I i I-1 I Ewd I I I 1=1 I JEEI I LEI I I—I f I 1=1 I I=I 11=I 11=1 I I� 5/8'dia CAST-IN-PLACE I I=I I1=I I 1=1 I1=' - ANCHOR BOLT � I I 20-81/8 1=1 IB I 1=1 I—I1 e'DEE M III �I I 1 1 05 I=111=111=1 I I=- ZI COMPACTED SOIL=1 r Imo—W CONCRETE FOUNDATION WALL III �I I II I y J I_PSI AS REO COMPACTION II II I=I MIN-36' I I I=1 I=1 l i=1 i t=I BELOW o m 24 D.C.Vertical I - I I GRADE GARAGE DOOR 0 ��. --i 14'Dia CONCRETE PIER 7I MIN.d8' III—III�I�I-!�I I 24'O.C.Hwimnlal h' ,V I IJ N >11� TO BOTTOM 1=1 I I I'I I 1=1 I 1= •, — —I 4 CONCRETE SLAB Slopes Down at 118 r 12' OF FOOTING III—III—III-III- FILTERING MATERIAL FABRIC III]' III D N�I,. I-III—I 11—I 1—I I • o WRAPPED AROUND DRAIN GRAVEL III aY st 3 1 I—III—I I—I —I COARSE GRAVEL SURROUND FILL COMPACTED SOIL II I REINFORCING A -I 1-I 1=i I s� g qZ h 4'FLEXIBLE HDPE DRAINAGE SYSTEM I I III—III—II I—I 11= I I I I'- �I I I 1'EXPANSION JOINT I-III=III-1 III—III - � CONCREiESLABWM/WA1 I=1 I-1 III - -_- ..:......::.::..: +e ?� III—I I h ° �4•GRAVEL BASE UNDISTURBED SOIL — —_—I=III—III '�• "°"° 4 `' O 8/30/2023 I-III ',_ L.-L.. ,.� � I I i=1 I I=III= _� = .� o _ COMPACTED SOIL TURN-DOWN SLAB — —I III- >�— �ti-=tH=-I� ='� — I—III—III- ° II 8X16 CONCRETE FOOTINGI=III=III= u B sol SCALE: 1==— — _ _ _ — itIIIIIIIIIih �IIIIIIIIIIIIII oA 0 94 REBAR,2 ROWS IJ„ ROFESS 10 J� Foundation 1Nall Detail - Not To SGale Typical Deck Footing - Not To Scale C Garage 51ab Detail - Not To 5Gale SHEET: j"'� P-4 ROOF fj 4-THRU ROOF 4'THRU ROOF il/2————-—————-——-——————--————- %%UKITCHEN %%UBATH r 2'8" 11/2 V 11/2 V 11/2 V ------ 14'11­ 11/2 V I LIQL2 c. LAV 2 1 -C Ck[jO:4� SHWR 2" 2. r 2'. FF1 0 37 1ST FLOOR I i I......... C.O. ._jOA—­­_­.� -- V­ 3- 006 TO APPROVED SANITARY 2*-T' 6-7 DISPOSALSYSTEM BATH A 0 1 Fiol j3a-q, &;RISER DIAGRAM c + 42'--1 q/16" LLI '7'-4 Fill 1 Z FFo5 1 -13/4' 54. Ln PROPOSED GARAGE 50ALE 3/32" c, t- in -T- 20'-b 1/2" x L222L ALL HEADERS 20'-1 0 TO BE DOUBLE 2X12 \----------------- r,lo_ NOTE:UNLESS OTHERWISE 00 10"I Fl—olal NOTED ON PLAN5. NEtv 10-5" mq 0 TT u- V-2 1/2' Ln :mn o .2- PROP05ED FIRST FLOOR - 56ALE 3/32" Z 0: C,) -T + 10-5" ilro 057 tn tn DOOR SCHEDULE P WINDOW SCHEDULE !I I ------------ I.D.---- I.D. OPERATION UNIT SIZE(WxH) TYPE NOTES MODEL UNIT SIZE(WxH) GRILL TYPES NOTES -------------- ---- 001 A DOUBLE HUNG 7-8"x 4'-4" TRUE DIVIDED-2/1 400 ANDERSON LOW-E3 P,lN-SWING 2-6" 1 SOLID CORE FLUSH SLAB —9-1---u _ DO BLE HUNG 2'-&'x 4'4" TRUE DIVIDED-2/1 400 ANDERSON LOW-E3 K,600, T02T 2'-6"x 6-8" D CORE FLUSH SIB 031 _67,X 6_8. SOLID -1 C DOUBLE HUNG 2-8"x 4-4" TRUE DIVIDED-2/1 400 ANDERSON LOW-E3 ­- IN-S�NIING .... I D CORE FLUSH SLAB 10041 OUT-SWING 7-6"x 6'-8" FULL-VIEW GLASS 1 400 ANDERSON LOW.E3 X 4'-4" TRUE DIVIDED-2/1 E DOUBLE HUNG---T-- --T-400 ANDERSON LOW-E3 -FU-LL---V-IEW—GLASS 400 ANDERSON LOW-E3- T-8-X 4;:4---7 TRUE DIVIDED-2/1 2/1 ROOF SHEATHING REQUIREMENTS FOR WIND LOADS 400 ANDERSON LOW-0 DOUBLE HUNG 2'-S"x 4'4" TRUE DIVIDED-2/ INTERMEDIATE �0067, IN-SWING 2-6"x 6-8" SOLID CORE FLUSH SLAB I F 400 ANDERSON LOW-E3 6-6`Y�AS—S SLIDERS 6--0"x&-B" 4 G 7-8"x 4-4 ___TRUE TRUE DIVIDED-2/1 SHEATHING LOCATION NAIL SPACING AT NAILSPACINGAT NTERM l3w, DOUBLE HUNG S_ I HOLLOW CORE FLUSH SLAB I ............ PANEL EDGES__ SUPPORTS IN THE PANEL FIELD BYPASS SLIDERS DIVIDED--2/1" FLUSH 8 O.C. - 6'-0"x 6-8" 2-13"x 4-4' TRUE DIVIDED-2/1 1 400 ANDERSON LOW-E3 _TRUEH DOUBLE HUNG PERIMETER C,0 M� ZONE 1 8d COMMON @ 6 8d COMMON @ 6"D.C. I AWNING 1OOS 009� POCKET DOOR 2--6"X 6-8" TRUE DIVIDED-2/1 FLUSH SLAB 2' TRUE DIVIDED-2/1 400 ANDERSON LOW-0 EDGE- > ------- L INTERIOR ZONE 8dCOMMON@6"O.C. 8d COMMON @ 12'O.C. i 010, -SWING 2-6"X 6-8" 1 TRUMYID�D-2/1 FLUSH SLAB WE J CASEMENT 2'X 2 TRUE DIVIDED-2/1 400 ANDERSON LOW-E3 0 GABLE ENDVFALL lal K DO -+ I 8d COMMON L�4"D.C. Bd COMMON @ 4"O.C. ,ILI, OUT-SWING 1 2'-6"X 6'-8" 1 TRUE DIVIDED-2/1 1 HOUR FIRE RATED UBLE HUNG Y-8 x W- TRUE DIVIDED-2/1 400 ANDERSON LOW-E3 AND RAKE TRUSS - i', L DOUBLE HUNG 2�-8"x 4'-4" TRUE DIVIDED-2/1 400 ANDERSON LOW-E3 FINISH SCHEDULE M DOUBLE HUNG 2;:Fx 4;:47; 400 ANDERSON LOW-E3 WALL SHEATHING REQUIREMENTS FOR WIND LOADS JLRMI WALL/CEILING FLOORING i TRIM N DOUBLE HUNG 21-811 x 41-4" 1 TRUE DIVIDED-2/1 400 ANDERSON LOW-E3 PAINT NAIL SPACING--------­.--­­---i ---- I I SHEATHING LOCATION I NAIL SPACING AT SUPPORTS ❑ 0 HUN GWB WOOD BASE/CASING 101' 7-8"x 4'4" 400 ANDERSON LOW-0 DOUBLE —­TPUF-DIVIDED-2/1— _T_PANEL EDGES-______LSUPP IN THE INTERMEDIATE 1021- GWB WEDGEZONE 8dCOMMON@6"O.C. 8d COMMON WOOD BASE/CASING p .7-8"x 4�-O" 400 ANDERSON LOW-E3 t DOUBLE HUNG TRUE DIVIDED-2/1 1031 GWB BASE CASING Q I DOUBLE HUNG 2-13"x 4'.0" TRUE DIVIDED-2/1 -E3 INTERIOR ZONE 400 ANDERSON LOW _L=ON@6"0.c. 8d COMMON 12'D.C. �-_- — - y------ 11041 GWB TILE BASE CASING ------------- WOOD BASE/CASING 1071- GWB BASE/CASING CLIMATIC&GEOGRAPHIC DESIGN CRITERIA TILE WOOD I BASE/CASING 8/30/2023 67_ GWB ,1081 GWB I TILE BASE/CASING --SEISMIC WINTER ICESHIE GROUND, WIND lic FROST i LD TILE NOTE- SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD F E !:Log,F vv§ li�SE/CASING -ALL UNIT SIZES ARE FINISHED OPENING SIZES.CONTRACTOR TO VERIFY WINDOW JAMB DIMENSION. LOAD (MPH) CATEGORY �E HAZARDS L401 6�13 I WOOD 7 BASE/CASING TEMP. REQUIRED WITH ROUGH OPENINGS. m ALL MEET WIND BORNE DEBRIS REQUIREMENTS PER THE BUILDING CODE OF NYS. 20 PSF 130 NONE L SHEET: GWB VF06D I BASE/CASING 'ALL GLAZING SH B SEVERE 3 Fr. 'E.RESSOPENING MIN.5.7SQF-r-MAX.44-SILL-AFF __j VENTED AIRSPACE R-49 At Roofs(TYP) j RAFTER FINISH ROOFING /y���— INSULATION BAFFLE //`•„ ROOF RAFTER DOUBLE TCPPtATE ROOFING MEMBRANE—� � jlli'!•'�I'•II� ,. j FLASHING r— L + WALLBOARD 5'GUTTER "` - FASCIA - INSULATION Z w SOFFIT VENT W1 SCREEN/ •�,- �— it Q FINISH SIDING mm Existing SHEATHING .W.n Z vs Typical Eve Detail - Not To 5cale -..� tLL New z1 —ROOF POST 1n a OPEN DECKING In Q �'-- N ►! ' I DECK SKIRT M N DECK JOIST i s — E 2 X 6 EXTERIOR WALL_ New �__�''+ RIM JOIST Ln Existing �_ !F BEVEL LAP SIDING t. 2X10 AGO GIRDER R-21 At Vialls(TYP) Z O ED �'•'� SInPSONBASE P SHEATHING 0 East Gross 5ection - 3/32" 5cale IZ I I ANCHOR BOLT WALLBOARD r ,¢tISEWRAP CONCRETE PER— .�� 0 NEB, Typical Deck Detail - Not To Scale �Ps s �9q r 8 . r s z o FINISH SIDING &SHEATHING N - WALL STRUCTURE �.� I( 2(RIM JOIST 057'�-�� L L OPEN DECIONG "EsSICc) tn (2)1 3/4'X 7 1/4'LVL 314'T&GSLIBFLOOR 2Xb DF 2X10 DF u+131B'FLITCH PLATE IT— LAG BOLT 9 �;��-�'— zKe SILL BOTTOM PLATE Existing TJI FLOOR JOISTS , ,I DECK +I \ —JOIST RlM JOIST - -- - I \--JOIST HANGER TJI FLOOR JOISTS Lj �_` R-30 At Floors(TYP) TREATED MUDSILL FLASHING 2x8 SILL BOTTOM PLATE 2G5 CONCRETE STEMWALL-\F - O New II II New Lam_.'.; _ p0 II II Typical Floor Detail - Not To Scale o" II Existin II Typical Ext. Wall Detail - Not To Scale 0 � II g II ; a II II 3 I 0 0 R-30 At Foundation Walls New New DATE: (Method To Be Determined) 8/30/2023 Existing Note: All existing exterior walls, roofs, and ceilings exposed during construction to be insulated per code -2020 NY5/IEGG 201 b, 5ection SCALE: 503 ?Iterations (100% of cavity to be filled) South Gross 5ection - 5/32" 5cale SHEET: 11 V8"I-Joist P-b . OF NZ ................. ............... —----- ......... 0 hwl RAPIER Ff, NEOPRENE—ET Top PLATE P844POSTA CHOR WOOD MIST ool.cH WALL STUD05109 CONC.SLAB(AS RED.) GIRDER/HEADER WOOD JOIST ROOFING LAPS FLASHING Q DECK PIER PER PLAN AlJ.JO3STS CONNECTED TO A FLUSH HEADER TO BE AT SIDES AND TOP SSIV LL rL SUPPORTED WITH ME PROPER STEEL CONNECTOR.IFABLE. FLASHING LAPS ROOFING CIA CONC. S FIR JOISTS APROIC Wr HIGHER MAN�HEADERS TO AT.— LOCATION USP NUMBER APPLICATION PIER PER ALLOW FOR SHRINKAGE&REDUCE BUMP CUTS. —F— FIT -DOWN AN.— DO I--EACH RFIEfi mmm ROQFJACHS&VENTS DETAIL PLATE/WAL]. SPTN4 STUD PLATE ANCHOR CONNECT OVER PLATES ' TU EACH STUD Lu 43 Ln Ln t4 R LK) FLOOR RIDGE CAP OF NAMR KING STUD— SAM m E cRIPPLEso— ROOFING NAILED TO TOP PLATE SHEATHING r- in HEADER— THROUGH VENT 'n ISTFLOORWAU. ALLSTUD .2 RAPPERS I x ...DS z 43 STRAPPING TO BE ATTACHED TO WALL STUDS 48' OCAND ALL WINDOW/DOOR OPENING L—STUDS PRE- • KEEP s.—I.. FLOOR JO'TDEPTH USP NUMB DESCRIPTION APPLICATION MANUFACTURED MIN.1 1/2-... I LOCATION USP NUMBER APPLICATION USP NUMBER DESCRIPTION 4'... -1.STOAP INSTALL 4-0-D.C.AND JACI OVER RIDGE FREE—PASSAGE i4:� FITIO L-4-.VIga. CONNECT-EACHRAFTER RIDGE=FOLDS PEAK TO ALLOW —OWN ANCHOR I AMOPENGILI SIA�L2 L-1/4-10—STRAP APPLY To EACHAcK STUDS ON ALL OPENINGS CONFORM TO SLOPE OFROOF 20p CONNECTMEACHRAFTER OR 1— TYDOWN ANCHOR APPLY 'L G'... 1-1 111--lo.STRAP IISTAI 40'0.�ANI.IAI I AIL.P-IN-1 TO EACH CRIPPLE mm ON All OPENINGS IYDOWN ANCHOR —--------- io o o o ItIG110011-111TS SELECTED AND LOCATED BY CONTRACTOR FASTEN ER TYPE SPACING: i VENTILATIONCHANNELASRED. i ANCHOR YRTH21N. D.C. EMBED. TLENGTH RAFTERS - ..IIUN. ol �o i o oi oITAIN VENTILATION M.10 WOOD-SCREWS BASED LEDGER EMBEGMENTLENGTH —SOFFITJOIST Ln 14- IAGSCREWBASED I AN—RLA 21H. o oU :o GUTTER RAFTER— Ln GO CONTN N.scRmNmvmr I - ,.SOFFTT A ATTICSHALLELEPRDVIDEDWITHA En.PtYwo.. I MIN.N ET FREE VENTILATING AREA RAFTERS1. APPLICATIONNOTLESS lo, I. MAN L/.O.lME _�.INUMIIER I D—R—N APPLICATION o o ROOF—ON SOFFIT6D AREA SAVE DETAIL o OPEN—SH—BE—RED 16-- 111 18ll.SL.PE.AN.ER APPllTO--Rl--G. 0 —THESPAENTILATED.ALL I 12-AFARATEDSMEATHING 2"1.1 02 STUDS 1210 1811,SLOPE HANGER LEDGER GRADE PLYWOOD WITH CORROSION-RESISTANT (AL—NATIVE,7/16'O.S.B.) METAL MESH OPENINGS OFI/4- IN 34-APAPLYWOOD SHEATHING DIMENSION. o WINDOW SILL lo! ool jo jol FASTENER— SPACING, GO ao ANCHOR WITH 21N. B'D.C. EMBEDNENILEN. 16-D.C. TYP. WINDOW OPENING N—WOOD-SCRMSBASED — o lo, !ol WALL STUD LL= 2 y"* V' U'j `ZM o C.0M.17LEN NIETALSTRAP Od Z_ L4'D A LAGSCREW BASV0 y>11 SMALLER PA..T—EIV�—OR SMALLER THAN A FEET ARM BOARD ANCHOR-21.. lolo t.9 z o o 6' RAFTER FOUNDATION MULTIFLEPLYWOOD RIDGE Sa ASSEMSTRAPPING TO BEATTACHEDTO WAI.LSTUDS448' CUES(2)�4 DF#2 WITH STAINLESS STEEL GETHIR ELOR OC AND ALL WINDOW/DOOR OPENING)ACK STUDS TUDS STUDS CONNECTED To WIWAS. SA.D.UTS@ FLOORIOISTDEPTH —NUMBER DESCRIPTION APPLICATION 4— LSTA24 1-1/4•x24-20ga.— IN 4`0—ANDJACH %%UWIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL tOK:USP UMIER 7D ESC -IN PLGAV TOONN AA-LLO.00P.AENNIDNGLAS .., NUMBER DESCRIPTION P APPLY �To 8'.14- LS—o IV-30'18ga.STRAP S1 411LLOFENNGSC t 8/30/2023 AS PER SEC.IS09—.MIS IBC&NYS 2017SUPPLEMENT.ALTERNATWE MR OPENING PROTECD H(WHOTUSINGIMPWITGLAnn) .--LV LSIA36 1-114-4 6-UJASTRAP INSTALL O-O.C.ANDACK WINDBOR E DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD 5TRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A STUDS ON ALL OPENINGS MINIMUM THICKNESS OF 7/16-AND MALMMUM PANEL SPAN OF 8 FEET SMALL BE PERNMITED MR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS.PANELS SHALL BEPRECUT N COVER GLAZED OPENINGS WRH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1639.1.4.1609.6.5 AND TABLE 160-4.OF N.—RESIDENTIAL CONSTRUCTION CODE).THIS IS NITTA SUGUSMUTION FOR DESIGN-PRESSURE ALL OPENINGS MUST HAYE DESIGI-RESSURE UPGRADES WHERE APPLICABLE.ALL PANELS MUST BE CUITO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DGO RS.SHUTTERS MUST BE MARKED MR WHAT OPENING IT IS TO—HARDWARE MUST ACCOMPANY SHUTTERS MR INSTAL TtOk ----------- —------ ----—------ ----------- ....... —------ ............ ---------------------------.......... L j . L OFY0 d GENERAL NOTES � . s � c� z CONSTRUCTION NOTES WIND FRAMING NOTES PLAN CONTENTS 1- 1, L THEINFORMATIONWITHINTHISSET OFCONSTPUCTION DOCUMENTS IS RELATED TO BASIC DESIGN Ii 1 1-1/4-TONTIRERASSEMBLY: _ .^ INTENT AND FflAMINGOETAILETHEYAREINTENOED ASACONSTHUCTION AID,NOT ASASUBSITPITE I L3/d'X20 GAUGE STRAP SHALL REATTACHED TO EACH PAIR OFRAFTERS IN ACCORDANCE TO FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCEWITHCURRENTNEWYORK .j TABLE3A.WHENACOLLARTE IS USED IN UEU OFARIDGESTRAP THENUMBER OF LOE COMMON STATEBUIDNGCODU.THEGE MALCONTRACMRISRZnN518LE FORPROADINGSTANDARD I• NAILS REQUIRED IN EACH END OFTHE COLLAR TIE NEED NOT EXCEED ME RECOMMENDED �: !'OCCUPANCY CLASSIFICATION I RESIDENTIAL �/III 057 z DETAILS AND PROCEDURES OCEDRPROOFCSURE AED PRODUCT.IO PROFESSIONALLY FINISHED. ! NUMBEROFNAILEIN THESTRAP. A' /l STRU CURALLY D \i 4IL RAFTEA.M6WALLASSEMBLY: ......._.-._._____...__._.__._--..__.__.-..__.____-___ /] ` ✓' L ALLCONSTHUCTIONTOCONFORMTOTHEDESIGN OFTHE2018IRCAND201T-NXS SLRIEM {i IATERpL FRAMING ANO SHEAR WALL CONNECf10N5 FOR RARER,CEILING OR WALLTO TOP PLATE ,i 3. THE GENERAL CONMACTORISRESPONSISILITY FOR ENSURING THAT ALL WORK AUPNDCOPNSTRUCTEION {j SHALLBEBI ACCORDANCE TO TABLE 3.3.WHEN A RAFTER OR MUSSI DO NOT FALL IN LINE WITH I '1 i�OFESSIC.,'�`' MEETSCURRENTFEDERAL,STATECOUNTYANDLOCALCODES.OROINANCESANOREGULATONS.ETC STHDSBELOW,RAFTERSORTRMUSHAILSEARACHEDMO EWAUMPPLATEAN°THE BUILDING HEIGHT ±18.75'ABOVE AVERAGE GRADE O J 'I TIESECODESARE MBECGNSIDEREDASPART OFTHE SPECIFICATIONS FOR THIS BUILDING AND li WALL TOP PLATE SHALL BE ATTACHEDTO THE WALL STUD WITH UPLIFT CONNECTIONS.ROOf SXOULDBEADHEREDTOEVENIFINVAIANCEWITHTHEPLAN " OVERHANGINGTHERAKESMEOFTHEIRILDINGSHALLBECONNECTEDWIMUPUFT ;! 4. DIMENSIONSSHALL TAKE PRECEDENT OVER SCALED DRAWINGS.(DO NOT SCALE DRAWINGS) CONNECTIONS IN ACCORDANCE WITH TABLE 3.3, j1 .! 5. IRE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION ANDASS UMESNO 3. WALL-TOWALLAESEMBLY: , I RESPONSIBILITY FOR CONSTRUCTION COORDINATINGWTTH THESE PLANE.NORRESPON510111TY FOR ! WALLSMDS AB DEANDSMOSBUOWARDIRLEVELSHALLBE ATTACHEDWTIXUPUR .j DESIGN CRITERIA CODE:20181RC,2020 NYS UNIFORM SUPPLEMENT ,1 CONSTRUCTION MEANS.METHODS.TECHNIQUES,SEQUENCES.OR PROCEDURES,OR FOR SAFEtt ,I CONNECTIONS IN ACCORDANCE WITH TABLE 3.3E.WH ON WALL SUDS ABOVE DO NOT FALL IN LINE i1 PREPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK.THERE ARE NO WARRANTIES FOR ! WITH SIDS BELOW,THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR I• )------------------------------------------_.-...-.....-...... A SPECIFICUSE EXPRESSED OR IMPLIED INTHE USE OFTHESEPLANS. r! ASSEMBLYWITHUPUFTCONNECTORSINACCORDANCEWITHTABU3.3. 1 I� 6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS' I! 4. WALL ASSEMBLY M FOUNDATION: 'FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES Ail ! T. TIE GENERALCONTRACTOR ISM ENSURETHATMASONRY OR PREFABRICATED FIREPLACES MEETS FIRSTWALLSTUDSSXALLBECONNECTED TO THE FOUNDATION.SILL PLATE,OR BOTTOM PLATE OR EXCEEDS MANUFACTRES SPECIFICATIONS AND APPLICATION CODES. II WITHUPUFTCONNECMFS.STEEL STRAPS SHALL HAVEA MINIMUM EMBEDMENTOFTINCHESW 8. THE°ENERAL COMPACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILTN ITEMS SUCH AS CONCRETE FOUNDATION AND SLA""FAOE 15INCHES IN XIA50NRY BLOCNM0UN'INCHES GIVE.OR BOONCASES,SHELVING.mNTRxcLGEETs.mIMS.ETC LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCEWITH TABLE 3.36.WHEN STEEL STRAPS ' 1 { Ii 9. WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. t ARE LAPPED UNDER THE BOTTOM PLATE.3 INCH SQUARE WASHERS SHALL BE USED WITHTHE 'I DESIGN LOAD CALCULATIONS EXT.BALCONIES 60 U.. }. I- ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE TO TABLE . FOUNDATION NOTES J1 LEEND FASILTO BPAAMDALLANCHOR BOLTS ARE TD BE SPACED BETWEEN 6121NCMES FROM 1 THEGENERALCOMPACTORpNDMpSONTOREVIEWPLWSELEVATIO,YSDETAI AND 1 TKEENDOFASILLPLATEANRWALLCNERS. I(LIVELOADSPSF) DECKS / 40 ______ •` 5. ttPEIEMERIOR SNEARWALLCONNECTIONS: ATTICS W/O STORAGE 10 L M ttPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF V16INCH WOOD STRUCTURAL PANEL ON TIE DETAILS I UTERI R NED WITH"COMMON NAILS AT 6'O.C.A ME PANEL EDGESAND 12 D.C.IN ME �I ATTICS W/STORAGE 20 .a Ln - DETERMINEIMENDEDHEIGHTSOFFINISHEDFLOOR(S)ABOVE TYPICAL GRADE FIELD.AND 1/21NCH GYPSUM WALLBOARD ON ME INTERIOR ATTACHED WITH ESE COATED NAILS AT N fl. ;! 2. ROOF(GROUND SNOW LOAD) PER NYS 301.E ALL FOOTINGS iO REST ONUNDISNRBED(VIRGIN)501L !I T'O.C.-ELEDGESANDIO'O.CINME MEW SHALLSEINACCORDANCE WITH MELENGTH i; N t- I' 3. PROVIDE S/2-E%PA RON JOINT MATERIAL BETWEEN CONCRETE SUES AND ABUTTING CONCRETE I, REQUIREMENTS SPECIFIED IN TABLE 3.15- Ii : N N in II OR 6 TYPEREXTERIORSHEARWALLCONNECTONS: ! I I ROOMS(OTHER THAN SLEEPING) 40 MASONRYWAL ..0 RRINGINEMERIORORUNHEATEDINTERIORAREAS. TYPE It EXTERIORSHEARWALLS SHALL.MEET THE REQUIREMENTS OF TABLE 3.iSR-0DMESTHE I! m 4) { 4. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SNALLBE APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLEi1fi ROOMS(SLEEPING) 30 'y INSTgLLED WITH*5 RE BAR,IW LONG AT USE APPROVED EPDXY FOR INSTALLATION. ij T. INTERIOR SH EARWALL CONNECTIONS: it STAIRS 40 !: E. UNLESS OTHERWISE NOTED.ALL SLAB60N GRADE TO BE 4000 PSI.CONCRETE TO BE POURED ON 4• ALLOWABLE SIOEWALL LENGTHS PROVIDED IN TABLE 3.145HALL BE PERMITTED TO BE I' P THICK SANDORGRAVELAMW 6n6WIREMESHRENFORVN01MERIORSLA85 T°BE MINIMUM 4' ,1 INCREASED WHEN INTERIOR SHFARWALLS ARE USED.SHEATHING AND CONNECTIONS SHALL BE IN { �!I II THIGH.ALLFILLTOBECOMPACTEDT095%RELATNEDENSIttWRH81NCHMAXIMUMUFTS(LAYERS). ACCORDANCEWITH2 42 AND 2­4 RESPECTIVELY. ! GUARDRAILS(ANY DIRECTION) 200 II y ul !i 6. CRAWL SPACES TO BE PROVIDED WITH A MINIMUM S a4l-ACCESS OPENING.INSLALL ONEBn16 ! 8 C°NNECTIONEAROUNDE%TERIORWALLOPENINGS: ! I'• CAST IRON FOUNDATION VENT FOR EVERY LSO SQ/FT OF AREA. HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIGNS IN !---------------------------------------_...-________--...__.__..--....-_.._.-._...._.._._-...__......-__.___-._._._..__._.___....._.... _.._-..-....-_..__.._� V .i T. DAMPRDOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT ACCORDANCE WITH TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS INACCORDANCE I' X RESIDENTIALCOKSTRUCPONCODEAFMILPOLYETHTLENEFILMSHALLBEAPPUEDDVEPTHEBELOW WITH TABLE3.5. iI !-EXPOSURE CATEGORY DESIGN FOR CAT.C jj GRADEPONTHONOFEXTERIORWALLS PRIOR TO BACKFIWNG. II 9. CATHEDRAL CEILING ASSEMBLY; 8_DRAINAGE AS REQUIRED BY CURRENT N.YS RESIDENTIAL C014MUCTION CODE N EA WHERE A RIDGE IS TO BE USED AS ASTRUCRAL BM,THE RAFTERS SHALL EITHER BEECONNECTI HMM RAFtER�T0.R10GE ALONG XEO EN CE GPART OFTHE BUILDING.CONNECTIONS T o ME -- FRAMING NOTES - RIDGE AND ---Ji, LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE :; EL 1 j I' L ALLFRAM1IINGTECHNIQUESANDMETHODSASPRESCRIPTIVED61GNOFCURREMSBCHGHWIND ----- -------------- ------- - ---- -� (ROOF-FOUNDATION) AND GENERAL NOTES ADDITIONWOOD FRAMING CONSTRUCTION MANUAL ;I II -__..-.-. _.._._.- _..-.--- _.._._.- ._. DECK&COVERED PORCH NOTES - - - -- --- - --- - -----_ __ L UNLESS OTHERWISE NOTED,ALLFMMING AND STHUCNRAL WOOD MATEgIALT0 BE42.BTR. �I ii; 3. FL°ORS,WALLS.CEIUNGS DMR ST°BESPACEDATS6'O.CUNLE55°THERWSENGXD Ij -- - --- - -- ---- ---------------,( I�NAILING SCHEDULE SEE GENERAL NOTE PAGE ji 4. UNLESSOTHERSENOTEO,ALL BEARING WA 2x1012 LLHEADERSTOBE(2) .BTR LESS DOUG,FIR. 11 UNOTHUNWLSENOND,ALLFRAMINGMATERIALTOBEFIACQPREESURETHEATEDLUMBER. BEARI WI NG WALL HEADERS TO HAVE(2)JACK SNDSAND(2)FULL LENGTH STUDS ON EACH SIDE OF ALL ALL FASTENERS,HANGERS AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL -------------------------------'------ --'-------------------'----"---'-'-'-----'--""--- -'--'-""-- -"'-"'-'-""'---""-"----"-„ OPENINGS.LVL HEADERS TO HAVE(3)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF ;L GIRDERS FOR DECK JOISTS TO BE BOLTED TO EACH POST WITH WASHERS AND NUTS.GIRDERS ON 'i OPENING BEARING OPENINGS !CONCRETEMERSSHALLBE ANCHORED WITH PROPER STEEL CONNECTORE ANCHORED INTO it :',EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE J 1- i; S BETWEEN 4'�1'AND 6'-0'AND 2n6 WALLOPENINGS BETWEEN S'iS'AND B'-9'.PROVIDE IC°NCRETEWITX A MINIMUM I/21N DIA TLONGANCHGRBOLTSANDWASHERS ANDNIITS. IFIRE STOP AND BLOCKING WHERE APPLICABLE '3 POSTS SUPPORTING GIRDERS SHALL SE ANCHORED TO A L2a12a12 THICK CONCRETE FOOTING.IAE __________________________ I 5. ALL FLUSH REAMS/HEADERS lOBE INSTALLED WRH NFAVY DUTY GALVANIZED HANGERS AND IAMINIMUM S/2DIA.8'LONo ANCHOR BOLT WITH WASHERS AND NITS.FOOTINGS SHALL BE 3 R. 'I I' 11 !I ANCHORS WHERE APPUCABLE TO-CONNECTING JGISTE i6EW GRADE PORCHES WITH CDERED ROOFSSIWLL HAVE I2'DIACONLRETE PIERS FOR TIE ;, !I L 6. DOUBLEUPROORJOISTSUNDERWALLSTHATRUNPARALL ML E-.R101NTSANDIRDER GIRDERS. FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R3141RC. BATHTUBS.ROORSTOHVECERAMICTLEINSTALLEDSHALLBEVERIFlED FOR PROPER LOAD 4. DECK JOISTS TO HAVE BLACKING AT"'O.C. CAPACITY UNLESS NOTED ON PLANS. S. A MINIMUM OF 10 INCH FLASHING SHALL BE INSTALLED BETWEEN ME BUILDING AND LEDGER. I! G(SMOKE&CO2 DETECTORS) CARBON MONOXIDE ALARMS TO COMPLY WITH R315 ARC. ]. PROVIDE(2)13/4-THICK MICROLAMS(HEIGHT TO MATCH FLOOR JOUSTS)AROUND STAIRWELL ',LEDGER TO BE FASTENED TO BUILDING WITH J,/2 INCH DIA BOLTS WTH WASHER AND NUTS WHERE iI Q 9 D/°DORMEERSRUNNSNGUPFLO UNLUSOt6 ARME )BESU RP NEEDED. ......... TEDBY DOUBLE RAGTERS°NETHER CONCRETE PIERS SHALL BEAMINIMUM 6'A80VE GRADE -.-_._..._.-.._-____.-....__..._-...._-....__. -._-__._...__-____._._--._._._...-.__.-__...__.._...__...-...._._.._-_._..___._.__....-._..._-.._. WHMEAPPLICASLEUNLESSOTHERWIEENOTED. ANCHORED TO GIRDERIS). ICI _ O BIG E IY. ALL l01STSToBE SUPPORTED WITH HANGERS AND ANCHOR BOLTS-EACH JOIST SHALL ALSO BE 1I ENERGY CALCULATIONS 20181ECC i ; � E I1 9. PROVIDEBLDNING/BINGWALLS. GANG IN FLOOR HOISTS Ai B'-0'O.0 USE SOLID BLOCKING IN FLOOR HOISTS S. COVERED ROOFS SHALL BE ASSEMBLED AND ANCHORED ME SAME MANNER 0.6AttPICAI !! -_- ----_ --_ _-- _- ---__ -__-__-- -- -- _' O S 10.E°PROVIDEEIINSULATON BAFFLES AT SAYE VEHT58ETWEEN RAFTERS INSTALL DRAFT BLOCKING AS •BUILDIN==_ -- ._--..-.. -.__...._ ._.-..._.. 3 NEEDED. Ln o I PLUMBING NOTES I V EX UNLESSOTHEPW16E WLLROOFS PLATES LK4PLY FIR COX - -- --- - - - - - --- - i 1II. IUNLESSOTIIOR IERWISSE NO PLYO TS°UBE 3/4'T IICKT G ODToC°PTSFR°RADV R VERVAMECHPLYWOA AND HEADER ODSUBFLOOR v' I1 ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOUSTS.FINISHED FLOOR TO BE INSTALLED I' L ALL WATER SUPPLY.DRAINAGE AND VENTING TO BE INSTILLED AS PER N.Y.S.RESIOENTAL j � OVER SUBFLOOR AS PER MANUFACTURES INSTRUCTIONS. CONSTRUCTION CODE 1� i) 13. ALLBq 10MWALLSTOHAVE I/2'THICILMOISTURE-RESISTAMSHEETROCK.GARAGEWALLSAND 12. VERIFYBEPTIC SYSTEM WITH THE ENGINEER FOP 6UFFOLK COUMYHEALTN OEPARTMEMAPPROVAL �j CEILINGS AND OVER FURNACE TS HAVE 5/8 CKTYPEASHEETROCKALLOTHERPARTS OF BUILDING 3. IF WALLISTUDS,PLATES OR JOISTS ACE CUTOUT DURING INSTALLATION FOR ANY PLUMBING RELATED TO HAVE REGULAR 1/2'SHEETROCIL ALL WALLS M BE TAPED AND FINISHED. I, WORKPROVIDEAOEQDATE BRACING AND PLATES TO PROTECT AND SECURE ME SMUCNRE.VERIFY it 14, ALL ROOFWRHAPITCH LESS THAN 4:1251ALLBEINSTILLEDWIM AN IIIINATER BA 11 OR WITH ME STATE CODE AND MANUFlCTURE'S RECOMMENDATION MR MAXIMUM HOLE SIZE AND i APPRO DOWN FLAT MATERIALROOOVER. BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM i^SPACING PERMITTED_ TORCH D __ _ _-----_--_-- --I 1I 15. ALLSILL PLATES AND WOOD INCONTACTWITHCONCPETETO BEPRESSURETREATED.SILLPLATE5T0 HVAC NOTES II BE INSTALLED WITH AFOAM SILL GASKETAND CORR TE%IEflMITE SHIELD OR APPRDEOEQU 1- - JI i' ELECTRICAL NOTES it 1. MECHANICALSUBCONTRAGTOR IS RESPONSIBLE FORADHERINGM ALLAPPLICABLE CODES AND �i 2. HVAC SUPPLIER.ACTORIS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE II L ALL ELECTHICALTO BE INSTAl1E0 AS PER N.YS.RESIDENTIAL CONSTHUCTION CODE EQUIPMENT SUPPLIED. G0 2. ALLELECTRICALWORKSHALLBEAPPPDEDBYAQWUFIEDUNDERWRIE. i 3. ALL ELECTRICAL WORK.TO COMPLY WITH 2O14 NEC. 3. HVAC SUBCONTPACfOR TO PRD NA VIDEFIL SYSTEM LAYOUT DRAWING ANO SUBMITRiO THE Q GENERAL CONTRACTOR AND OWNER FOR FINAL RENEW AND APPROVAL. J 4. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION - - -SOIL NOTES-- - - m ENERGY NOTES no In LR314 AND R3150F IqC _ _ _ _ O N 1 THIS DESIGN COMPUESWITH THE 2018 RC ENERGYCODEASA PRESCRIPTIVE DESIGN. L NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS 2. THE DESIGN CONSTRUCTION SHALL COMPLYWITHSECTION R4020FTHEI0IS IRC. I' PRIOR TO FILL REMOVE AND ADD ADDITIONAL FILL AS NEEDED. J 2. COMPACRONOFNE RFl SXALLBEATLEAST95%PROCT°RDENSRYLPERA MD698ANDASTM I / - ---" '" --- ----"'----- �i NOTES PRO FE DLEST).COMPACTTHE SOIL AT ST LIFTS(TYPICAL).CONTRACTOR TO HAVE FlLLTEETED BY A 7 i I I� FIREBLOCKING SSIONALAGENCYFORCOMPACTION. " (9 0 i ' L DDNOTBACKFILLUNTLRRETROOR DECK CONSTRUCTION,INCWORGSLERTIOR,5 COMPLETE Z •! FIREBW KINGREQUIRED-BYCURRENTNYSRESIDENTIALCODE �! OTHER NOTES •'I C FlREBLOCNING SHALL BE PROVIDED TO CUT OFF AL CONCEALED DRAFT OPENINGS(BOTH VERTICALANO HORIZONTAL)ANDMFORMANEFFECTVEFlREBARPIERBERYEENSTORES,ANDSEIWEENAMP I' '1I ETB AND ME ROOF SPACE.FIREBLOCKING SHALL BE PROVIDED IN WOOI-AME CONSTRUCTION T L PROVIDE S/8'TTPE%SNEETROCK FIRE STOPPING AT I0'4'MAXIMUM DISTANCES FOR NON THE FOLLOWING LOCATIONS ICI 1. PROVIDE GB. L IN CONCEALED SPACES OF SM.WALLS AN.PARTIMIUS,INCLUDINGFURRED SPACES,AT DATE: III THE 2. USESIMPSO L N HANGERS AND ANCHORS WITH MA%TRIPLEPROTECTN FO ECOAMIG R CONTACT i j CEIUNG AND FLOOR LEVELS.CONCEALED NORIZOMAL FURRED SPACES SHALLALSO BE '1 WITH ACQ. FIREBUG KIM AT INTERVALS NOT EXCEEDING 0FEET.SATTS OR BLANKETS OF MINERAL OR 3. INSTALL 1-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FL000. GLASS FIBER SHALL BE ALLOWED AS FREBLOCKING IN WALLS CONSTRUCTED USING PARALLELIM OF STUDE OR STAGGERED STUDS. II22. AT ALL IINTERCONNECMMS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS 8/30/ZD�3 OCCUR AT.SOFFITS.DROP CEILINGS AND COVE CEILINGS 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS ATTNE TOP AND BOROM OF THE RUN. ENCLOSEDSPACESUNDERSTAIRSSHALLCOMPLYWITHCURRENTN.Y.S.RE51°ENTIALCODE. SCALE 4. ATTHE OPENINGS AROUND VENTS,PIPES AND DUCTS AT CEILING AND FLOOR LEVEL TO RESIST II L.F1 L 1 THE FREE PASSAGE OF FIAMEAND PRODUCTS OF COMBUSTION. 5. FOR ME FIRESLOCKING OF CHIMNEYS AND FIREPLACES.AS REQUIRED BY CURRENTN.U. SHEET: P-8 Lot 114 20 o to GRAPHIC SCALE ,// S 51'28'40" E 156.71' I We Fnc 0.6'Nc - � 1 Ror of Yeld Fence Po.t.1'+/-North _ � (� A W Fnd CY - - Fnd d1 ° - - - IN '�.''�' ) .. a 1 N 30'-4 1/2"+1 10'-1" I C.U. 1 inch= 20 ft. .'fit �� �Y 1.4 Proposed Additions o ail And Govered Deck %-at V r•1 n FJOSTING STRUCTURE' I J-„y„�A}• `wS y, ^�' �(,J� s/w -__-- - Existing Garage To w sy __ t sty. Be Demolished I �r o t'•$ ,,,� r 5 � IL Proposed �` a o (No Existing Electric) New 3 c d Noz. ^►yc'• J 30'-4 1/2" on . ,; < •�. Ce Ga g - I� t z .y VL 00 I! ° �4 M - P O � $Lt2u I r� LU r Fr. 2 Car I ° — _ 0_ } Q Garage 1 I Fnd CM O o U_ Fnd._ 'tBPh'onv 2°'-2" a �_______________7,-2 11/16'I 0, F. y -C Ln Iron Prpi - 1 Ydr.Fnc 0.3'+/-nu _ 0.2'Ec/0 g:? Q r • PVC FT• • PVC Fno. • PVC Fnc 1.at 4 N N LIN t.z'so N 51'28'40" W t.oso 152.47' o.z So Mr.Fm p Lot/116 I Lot 117 p/o '^ Lot117 ij ��+ Lot 115 as shown on map of z o Hobart Road "Founders Estates" o Certified-To: Filed May 10, 1927 as Map No. 834 n- ., Carl Morales - situate - Veronica Morales ''ns t'!�`,, Hamlet and Town of Southold itf f �- Q Fidelity National Title Insurance Company `�-4� t+e•;�:u Suffolk County, 4 ti (7404-9987) '; o ( New York `��; ^, t }� Y� �} ui THE EXISTENCE OF WETLANDS, RIGHTS—OF—WAY, AND/OR r I n�; I� SURVEYED NOVEMBER i6, 2020 BY: 1 SUFFOLK COUNTY TAX MAP t S r ' EASEMENTS, IF ANY NOT SHOWN, ARE NOT GUARANTEED. 1000-064—OS-29 ',` �\ �3� PAUL W. WERLER, L.S. NYS LIC 049875 t? „=r _ s} r ZONING — f M' = �� CENTER UNION126 MORICHES, NY 11934 �'`j �`� Z p DATUM — ti;. (631) 878-2847 N LOT AREA — 11,594 S.F. OR 0.27 ACRES JOB # 2020127 FAX (631) 874-4164 # pwerler®lielevicerts.com O � i n kn � y OF NEW i O� `WIt � LOT SIZE: 11,5g4 50 FT 9 EXISTING HOUSE .1,155 5Q FT F ®51 PROP05ED ADDITION: 115 5Q FTIL PROPOSED GARAGE: 425 5Q FTIE 3 TOTAL COVERAGE: 2,355 50 FT �I�I i'I�Iiyll:I�G�� f- DATE: PROP05ED LOT USAGE: 20% g/30/2023 Note: Existing garage to be SCALE: demolished and removed. Concrete Patio to be demolished SHEET: ` and removed. P-1 OF N F � o p 4,0. 057O9y �\ FS' ul 10' 10' ESSIONP� W w C z PROP05ED ADDITION - EAST ELEVATION o Q � m Q) Ln � Ln f� z o m 0 + a v r N 1?� � � - 10' 10' � zo N B Q # o Z 7- O Ln {- � t 10' l" Lo PROP05ED ADDITION - kNE5T ELEVATION oy 9 Ymm 0 wf -max. o Z O QZ C DATE: 10' ® ® 10' 13' 10' 00o ooao 0goo 1 0' 8/30/2023 ZEEnnn onno 0goo SCALE: 20' 10' SHEET: PROP05ED ADDITION & GARAGE - EAST ELEVATION PROP05ED ADDITION - EAST ELEVATION P-2 1 1 1 - 1 1 1 1 i - 1 1 1 1 BEDROOM 1 • 1 14'•1 P x 11'-9' 1 1 BATH 1 i 1L DINING BEDROOM 2 O 13'•b'X 4-T 13'-0•X 4-3' i PORCH HALL a/PORCH II T-b'X 13'-8` ° 1 1 KITCHEN 5z i L1192 I UP 1r-5'X73'4o` I UP b i COVERED DECK b 1 O $2 I � 13'-4 X47•b' � I I i BATH 2 i �j Q•• I I 1 3'-2'X b'-0' DINING ❑° Q OFFICE LIVING OFFICE LIVING 1 BEDROOM 15'-0'X 17•b` 13'fi'X 10'-b' T-a X 4-2' j + 1 to --_ 1 IL } O OrL N 1 1 61 N Ln EXISTING SECOND FLOOR r Ln LAUNDRY �P NO CHANGES � X POYVDERRM 1 17'-1•Xb'-ta Z O l in 3'-7'x 6'-1 a 43 O 1 0- 1 e,a5una House Proposed Aemuon 1 EXISTING FIRST FLOOR PROP05ED FIRST FLOOR ul Ln ---------T-------------------- e.Z oZ o 1 I I a N tn tn 1 ``y ------------I - I ``��1 I ' _ \� I I •— I 11 NE'ar EXISTING i NEW ------------------- � yo L I I I en 1 4a '/ S 9 a >. N�• 057 or I I �Z $ 1 �®' I I I z I I .'� 1 I ►� I I A P�' o RpF ON I I I DATE: I I I EXISTING ROOF PLANES I I I SCALE: I 1 I 3/32" PROPOSED ROOF PLANES SHEET: L---------'+•------------ P-3 I r-- -----------�I I I I SLOPE CRAWL SPACE TO DRAIN.MAXIMUM SLOPE IS 2 HORIZ.,1 5-4- FOUNDATION NOTES: I I 1b'-01/4" I I VERT.BETWEEN FOOTINGS AT DIFFERENT ELEVATIONS. " I I I I I O 1 r ----------- -i I N I I 10�_q" 8'4" Existing Foundation ALL FOOTINGS TO REST ON CLEAN,FIRM UNDISTURBED SOIL. New I I STEP FOOTINGS A REQUIRED TO MAINTAIN REQUIRED DEPTH I I 10'-1" I I BELOW FINISH GRADES. Z I I I I y I I Q I I I I CONCRETE STRENGTH, — -- New Foundation 3,000 PSI AT 28 DAYS FOR ALL SLABS.(FOUNDATION DESIGN — — — C� BASED ON 2,500 PSI). (� I I I 3,000 PSI AT 28 DAYS FOR ALL OTHER CONDITION. Z Z 8'4" MAXIMUM SLUMP,4" USE ASTM A-615 GRADE 60 DEFORMED REINFORCING BARS LL DL I I 1pH 12'-5 /2" New Deck Footing UNLESS NOTED OTHERWISE I I Existin I CONCRETE EXPASION ANCHORS SHALL BE'SIMPSON WEDGE-ALL d STUD ANCHORS'OR ENGINEER APPROVED EQUAL. EPDXY TO BE + I I 1 1 12-10 1/2 SIMPSON"SET"ADHESIVE OR APPROVED EQUAL. I I W I I I I 8'4" INFILTRATION,ALL OPENINGS IN THE EXT.BLDG.ENVELOPE SHALL z NOTE: 1/2"dia DOWEL CONNECTION BE SEALED AGAINST AIR INFILTRATION.THE FOLLOWING AREAS _t Ln I — 1 MUST BE SEALED. o rn I r---- ------ — 1 1 @ 2'O.G.WHERE EXISTING AND N r I I y I I NEW FOUNDATIONS INT SECT 'JOINTS AROUND WINDOW AND DOOR FRAMES m v I I I I , 'JOINTS BETWEEN WALL CAVITY AND WINDOW/DR.FME. X � New 1 I 41 -q (NP) 'JOINTS BETWEEN WALLAND FOUNDATION � r Ln I I I I "JOINTS BETWEEN WALL AND ROOF ---------------------- - `" 1 I g'4" *JOINTS BETWEEN WALL PANELS 2 X I I 20-1 q/1 b I I �P(E N W 'UTILITY PENETRATIONS THROUGH EXTERIOR WALLS z 0 I I I I 5 y3 A O I 1 20'-q q/1 b" ° F� 1 16-11 1/4" 1 i o 15' I I I I w r I I I I CA vm � in No 05109 �� ----------- ————————— -2 v I I I I OFESSION I I Z o L------------------' 51'-11 5/16" I I m (3 s 0 I I � t. X Ln O 3 I- 20'-11" I Ln to 2x6 TREATED PLATE SILL SEAL 8 TERMITE SHIELD T 5/8•dia CAST-IN-PLACE ANCHOR BOLT 8'DEEP MINIMUM I I I I I—III=III—III—III III—III—III—III—I • • •, • I I—III=III—III—III 5/8"dia CAST-IN-PLACE III—III=III—III—I ANCHOR BOLT I 20'-a va" I—I I I—I I I—I I I—I I B"DEEP MINIMUM 1 1 1 I �G6 III—III—III—III—I I=1 —I I—I I—III III III I I 9 ZI COMPACTED SOIL=I x B'CONCRETE FOUNDATION WALL PSI •• COMPACTION_ ° o O 1= ABREO. II IIIII = ° • 11111 BELOW ----------- ————————J F I —I I—I —III—I a4 REBAR I—III=III=III—III 24 O.C.Vertical = 1-I GRADE 5MIN.48' 2 I I—I I I—I I—I I I—I 24•D.C.Horizontal 14"Dia CONCRETE PIER III GARAGE DOOR a >i TO OTTOM —I I I=I I I—I I I—I I I '.,. OF FOOTING III—III—III=III 4'CONCRETE SLAB Slopes Down at 1/8'per 12' `" 9 • FILTERING MATERIAL FABRIC IIIII a° •;1 Z —I I I—I I I—I I I—I I I WRAPPED AROUND DRAIN GRAVEL III , 3 III—III—III—III— COARSE GRAVEL SURROUND FILL COMPACTED SOIL I III REINFORCING WIRE FABRIC o —III—III—III—III 4"FLEXIBLE HDPE DRAINAGE SYSTEM Slope Dawn III—III—III—III= III 1 1 1"EXPANSION JOINT I—III—III=1 —I I I - �4'CONCRETE SLAB WIWWM III— ° VAPOR BARRIER DATE: —III—I I I— �u �4-GRAVEL BASE UNDISTURBED SOIL — 4"GRAVEL 8 30 2023 -III y\ /p = -u- I-I -111 / III= uu — —III COMPACTED SOIL III=III=III= TURN-DOWN SLAB = _ _ VI °••' , — _ •' I I I-I I I-1 I I-III—III—� UNDISTURBED SOIL SCALE: =I =1 I I-III=III-1 I-III=II-- =III BX16 CONCRETE FOOTING I I-III=III - - - _ _ - - �IIIIIIII1111I . ° , . 111111111111111 H4 REBAR,2 ROWS — Foundation Wall Detail - Not To Scale Typical Deck Footing - Not To Scale Garage 5lab Detail - Not To Scale SHEET: P-4 ROOF 4'THRU ROOF 4-THRU ROOF � i-I{— — —, sue %/o,UBATH �-• Nf IV ° %%UKITCHEN �P(� A 14'-11" ?'-5n 11/2V 11/2V 11/2V 11/2V 11/2V (C` b' 10._Y LAv 1F �_ LAV U O WAS 0: 00 1 �\ B D.W. 11/2- MAC SR 104 � I n � ooa 1as L--- --- --- 05 1STFL00R 2- zw 2 2 2 oJ4j 1� z z 8i_2u i 3°/ J J 3. C.O. 1V0 0570 `\ � < 3. O 'TO APPROVED SANITARY 4- O J Cob 1'-3 1 2" 6,l„ i DISPOSAL SYSTEM BATH A ROFESSIO�P I i I to o it C. "w 101 RISER DIAGRAM �+ ul SCALE NTs 111 42'-1 9/16" w CL 106 0 105 1 4 11'-?3/4" Z -------�---- + ° — W g J 15'-0 1/2" O u�l M 1 5'-4" j r Ln 1o1 L I+ ,— PR0P05ED GARAGE - 5GALE 3/32" DTI I C. I t— Ln 003 20'-b 1/2" u X v 2'-a" NOTE: ALL HEADERS �20"11 z m° I o t TO BE DOUBLE 2X12 �� 4 ° DG L rl . UNLE55 OTHERWISE T ------ _r+ 1as b',o" 4' 10 NOTED ON PLA<N5. 3'-6" I 109 I I I I N I I 8' 8'-2 1/2" I I C ITUl 1 I I � l�6 1 a� fl Z o PR0P05ED FIRST FLOOR - SGALE 3/32" n I I I I + i 3 5-b" i I i In N O DOOR SCHEDULE O WINDOW SCHEDULE _! + J I.D. OPERATION UNIT SIZE(WxH) TYPE NOTES I.D. MODEL UNIT SIZE(WxH) GRILL TYPES NOTES _______________ 001 IN-SWING 2'-6"x 6'-8" SOLID CORE FLUSH SLAB A DOUBLE HUNG 2'S"x 4'-4" TRUE DIVIDED-2/1 400ANDERSON LOW-E3 002 POCKET DOOR 2'-6"x 6'S" SOLID CORE FLUSH SLAB B DOUBLE HUNG 21S"x 4'-4" TRUE DIVIDED-2/1 400 ANDERSON Low-E3 003 INSWING 2'-6"x 6'S" SOLID CORE FLUSH SLAB C DOUBLE HUNG 2'S"x 4'-4" TRUE DIVIDED-2/1 400 ANDERSON Low-E3 004 OUT-SWING 2'-6"x 6'-8" FULL-VIEW GLASS 400 ANDERSON LOW-E3 D DOUBLE HUNG 2'S"X 4'-4" TRUE DIVIDED-2/1 400 ANDERSON LOW-E3 005 OUT-SWING 2'-6"x6'S" FULL-VIEW GLASS 400ANDERSONLOW-E3 E DOUBLE HUNG 2'S"X4'-4" TRUEDIVIDED-2/1 400ANDERSONLOW-E3 ROOF SHEATHING REQUIREMENTS FOR WIND LOADS ps 006 INSWING 2'-6"x 6'-B" SOLID CORE FLUSH SLAB F DOUBLE HUNG 2'S"x 4'-4" TRUE DIVIDED-2/1 400 ANDERSON LOW-E3 9 G DOUBLE HUNG 2'8"x4'-4" TRUEDIVIDED-2 1 400 ANDERSON LOW-E3 SHEATHING LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE 3 007 BYPASS SLIDERS 6'-0"X 6'-8" HOLLOW CORE FLUSH SLAB / PANEL EDGES SUPPORTS IN THE PANEL FIELD m m H DOUBLE HUNG 2'S"x 4'-4" TRUE DIVIDED-2/1 400 ANDERSON LOW-E3 4'PERIMETER ❑D 008 BYPASS SLIDERS 6'-0"X 6'-B" TRUE DIVIDED-2/1 FLUSH SLAB EDGE ZONE Sd COMMON @ 6°O.C. 8d COMMON @ 6"O.C. wo U1 009 POCKET DOOR 2'-6"X 6'S" TRUE DIVIDED-2/1 FLUSH SLAB I AWNING 2'X 2' TRUE DIVIDED-2/1 400 ANDERSON LOW-0 y 010 IN-SWING 2'6"X 6'S" TRUE DIVIDED-2/1 FLUSH SLAB J CASEMENT 2'X 2' TRUE DIVIDED-2/1 400 ANDERSON LOW-E3 INTERIOR ZONE 8d COMMON @ 6°O.C. Btl COMMON @ 12°O.C. a -� Oli OUTSWING 2'-6"X6'S" TRUE DIVIDED-2/1 1HOUR FIRE RATED K DOUBLE HUNG 2'-8"X4'-4" TRUE DIVIDED-2/1 400 ANDERSON LOW-E3 AND GABLRAKE TRUSSE ENDWALL AHE Bd COMMON@4°O.C. Bd COMMON@4"D.C. N '�9 7 L DOUBLE HUNG 2'S"x 4'-4" TRUE DIVIDED-2/1 400 ANDERSON LOW-E3 Z FINISH SCHEDULE M DOUBLE HUNG 2'-8"x4'-4" TRUE DIVIDED-2/1 400 ANDERSON LOW-0 WALL SHEATHING REQUIREMENTS FOR WIND LOADS 3 N DOUBLE HUNG 2'-8"x 4'-4" TRUE DIVIDED-2/1 400 ANDERSON LOW-E3 RM WALL/CEILING FLOORING TRIM PAINT NAIL SPACING AT NAIL SPACING AT INTERMEDIATE 101 GWB WOOD BASE/CASING 0 DOUBLE HUNG 2'-8"x 4'-4" E DIVIDED-2/ 400 ANDERSON LOW-E3 SHEATHING LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD 102 GWB WOOD BASE/CASING P DOUBLE HUNG 2'-8"x4'-0" TRUE DIVIDED-2 1 400 ANDERSON LOW-E3 4'EDGEZONE Bd COMMON @6"O.C. Ed COMMON @12"D.C. DATE: 103 GWB WOOD BASE/CASING Q DOUBLE HUNG 2'-8"x4'-0" TRUE DIVIDED-2/1 400 ANDERSON LOW-E3 INTERIOR ZONE 8d COMMON @6°O.C. 8d COMMON @:2°D.C. 104 GWB TILE BASE/CASING 8/30/2023 105 GWB WOOD BASE/CASING 1061 GWB WOOD BASE/CASING SCALE: 107 GWB TILE BASE/CASING CLIMATIC&GEOGRAPHIC DESIGN CRITERIA 108 GWB TILE BASE/CASING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD 109 GWB TILE BASE/CASING NOTE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UN REQUIRED T HAZARDS 110 GWB WOOD BASE/CASING 'ALL UWT SIZES HROUGH OPENINGS. OPENING SAES.CONTRACTOR TO VERIFY WINDOW IAMB DIMENSIONS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED WITH ROUGH OPENINGS. SHEET: 111 GWB WOOD BASE/CASING :ALL GLAZING SHALL MEET WIND BORNE DEBRIS REQUIREMENTS PER THE BUILDING CODE OF NYS. 20 PSF 130 B SEVERE 31. Nro�� Mao�E'ITnAre 11' NONE _ •EGRESS OPENING MIN.5.7 SQ F7-MAX.44-SILL-AFF P-5 VENTED AIRSPACE R�9 At Roofs(TYP) RAFTER • FINISH ROOFING INSULATION BAFFLE ROOF RAFTER DOUBLE TOP PLATE - ROOFING MEMBRANE FLASHING—�� - + ��-, WALL BOARD SGUTfER fff ti r� FASCIA INSULATION 2t'._ . �. 'z Js. __.'-' W SOFFIT VENT W/SCREEN •n '" OF NEw y O Q FINISH SIDING '� Q Existing SHEATHING � r � LU < Typical Eve Detail - Not To Scale o r r--- 0c) New 05� RooFPosT RoFESSkO0,L-LIJ o IIn n OPEN DECKING FN 1' DECK SKIRT M DECK JOIST ' 2 X 8 EXTERIOR WALL New Existing ` JOIST -� YEEVEL LAP SIDING In _v �r 2X10 ACQ QRDER R-21 At Walls(TYP) Z --SIWSON BASE SHEATHINGCL O East Gross Section - 3/32" Scale avaloRaoLT W WALLBOARD TEK HOUSE4IRAP CONCRETE PIER�• . N Typical Deck Detail - Not To Scale QZ o FINISH SIDING p S SHEATHINGa-- WALL STRUCTURE 2X RIM JOIST O # OPEN DECKING 314'T&G SUBFLOOR �— (2)1 3/4"X T 1/4°LVL 2X8 OF 2X10 OF Ud 318"FLITCH PLATE LAG BOLT 9 3E SILL BQTT067PLATE Existing TJI FLOOR JOISTS / DECK JOIST RIM JOIST :- JOIST HANGER TJI FLOOR JOISTS R-30 At Floors(TYP) TREATED MUDSILL FLASHING 2X8 SILL BOTTOM PLATE r,5 CONCRETE STEMWALL 9 New New ` 00, Typical Floor Detail - Not To Scale >z Existin Typical Ext. Wall Detail - Not To Scale a Y,,°s n 9 n Z 19 o ri jig R-30 At Foundation Walls New New DATE: (Method To Be Determined) Existing 8/30/2023 Note: All existing exterior walls, roofs, and ceilings exposed during construction to be insulated per code -2020 NYS/IEGG 201b, Section SCALE: 503 Alterations (100% of cavity to be filled) South Gross Section - 3/32" Scale SHEET: 11 1/8"I-Joist P-6 �P OF NEB,Y o Z RAFTER 0519� 0 Cl NEOPRENEGASKEf P PLATE P844POSTANCHOR WOOD101ST CONC.SIAB(AS REG.) GIRDFR/HEADEN ROOFIACH �9FESSIONp Z WALLSND —tow ROOFING LAPS FLASHING ATSIDESANDTOP fL DECK PIER PER PLAN ALLJOISTSCONNECTEDTOAGLUSHHEWNN IO BE LL, a, B,H SUPPORTED WITH THE PROPFli STEELCONNECfOR.I ERSTO FLASHING LAPS ROOTING CON, SETFlRIO1515 APRCIL 1/2'NIGNFA iIUN LVL HEADERS ID ATROTTUM PIER ALLOW FOR SHRINKAGE&REDUCE RUMP OUTS. LOCATION USP NUMBER OESCR—Ft APPLICATION RAFIFfyPLATE Rf15 TYDOWN ANCHOq CONNECTTO EACH RAFTER TO PLATE ROOF lACK58 VENTS OETAII V PLATE/WALL SPTH4 STUD PIAIEANCHOP TO EACH STUD PLATES TO EACH STUD W C z ,fl Ln o Ln ,� oa Ln 1 r 2ND FLOOR WALL N KING STUD / RIDGECAPOF RAFTER SAME L .�FLEU� MATE-AS %D lD CRIPPLE STUD RpOFINGNALLED TO TOP PLATE r SHEATHING HEADER THROUGH VEM WALLSTUD L 1ST FLOOR WALL U JACK STUDS RAFTERS Z O STRAPPING TO BE ATTACHED TO WALL STUDS®4B' OC AND ALL WINDOW/DOOR OPENING AN STUDS PRE- ••KEEPSHEATHING O FLOOR1015TDEPTH USP NUMBER DESCRIPTION APPLICATION MANUFACTURED MIN.1-]/.'FROM ID .. IISPNUMBER DESCRIPTION APPLICATION pIDGEVENTFOLDS PEAKFOALLOW 4•-6' RTIO ]LIB/4'K IBga CONNECTTIEACHRAFTER LOCATION USPNUMBER DESCRIPTION APPLICATION 4— LSTAO6 1-L/4'x36']8gA.5fpAP INSTALL 4'0'O.C.AND IACK OVERRIDGETO FREE AIR PASSAGE TYDOWNANCHOR ALL OPENNGS LSTAZI 1.1/4x -20GA.STRAP 1 APPLY TO EACH lACK5TU0 STUDS ON ALL OPENINGS CONFORMFOSLOPE B'-16' 15iA48 L1/4'x48.16ga.5TRAP INSTALL d'O'O.0 AND JACK OFROOF 6•-32' TIRO 2-/e-x20ga CONNECTTO EACH RAFTER ALL OPENINGS RnORRR TYDOWN ANCHOR APPLY TO FACM CRAPPIE STUD STUDSON ANIR O O O O O O O o THROUGIHi00FEXHA115TVENTS •• /\\t SELECTEDANDLOCATEDBYCONTRACTOR FASTENER TYPE SPACING - \\ N VI r ANCHOR WITH2IN. 16'0.C. O O Do O O VENTILATION CXANNEL TIONIG O .µ EMBEDMENTLENGTH O.C. (6 L PATTERS MpINTA1N VENTILATION Na SO YYOODSCREWS BUSED \ 4C�HINGG� LEDG61 L O L EMBEDMENTLENGTH 2x45OFFIFJOLST OLn O 1 14•DWLAGSCREWBASED FASCIA ANCHOR WTIH 2IN. O O Do O O GUTIm RAFTER M VI .t1 p CONi1N.SCREENEGVENT V• CONTIN.SO"IT ATTIC SHALL BE PROVIDED WGH A /En.PLY WOOD MIN.NET FREE VENTILATING AREA NOT LESS THAN 1/150 OFTHE RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION O O O O O O AREA ROOF VENTILATION/SOFFITED L6-WI LS26 18ga.SLOPEHANGER APPLY TO EACH RAFTER LEDGER o OF TH ESPACEVENTILATED.ALL FAVE DETAIL 12'APA RATED SHEATHING U4DFR2STUDS OPENINGSSHALL BECOVERED GRADEPLYWOOD WITH CORROSIONRESISTANT .a10 L5.10 18ga.SLOPE HANGER APPLYTOEACHRAFTER/LEDGER (ALTERNATIVE T/—OS.B.) METAL MESH OPENINGS OF 1/4• N-APAPLYW00D O oo O O IN SHEATHING DIMENSION. p / I WINDOWSILL O O 0 o O O �O5 FASTENETITYPE: SPACING >m m ANCHOR WITH 2IN. 8'D.C. TYP. WINDOW OPENING EMBEDMEMLENGH Na 10 WOODSCREWSBASED O O 00 O O WALLSTUD— o Z PH ` Y11 E-D LANTCREWB METAL STRAP 2 r) PANEL SPAN EHWLOIT SMALLER THAN 4 FEET 14'DIA LAGSCREW BASED ANCHOR WITH 2IN, p p ARM BOARD O O O SILL PLATES) RAFTER Z FOUNDATION 3 MULMPLEPLYWOOD RIDGE ASSEMBLIES(2)2x4 DFA2 STUDS CONNECTED TOGETHER STRAPPING TO BE ATTACHED TO WALL STUDS D 48• WITH STAINLESS STEEL OR CC AND ALL WINDOW/DOOR OPENING LACK STUDS GALVANIZED BOLTS W/WA HC.RS AND NUTS® FUOOR101STDEPTH USP NUMBER DESCRIPTION APPLICATION DATE: 4--W LSTA24 1.1/4'24-20g4.STRAP INS7ALL4'0'O.C.PNDJACK %UWIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL DROOF USLSTWMR DESCRIPTION APPLMATON STUDSONALLOPENINGS DJA p00F LSTA.4 1-1/4'a24.2DGA$TpAP APPLYOVEpRIDGETOEACXRAFTER 8'-14' ISTA30 1.1/4'a30'SBga.STRAP INSTALL4'0'O.C.ANDIACH 8/30/2023 STUDS ON ALL OPENINGS AS PER SEC.1609.L2.2015 IBC&NYS 2017SUPPLEMENT:ALTERNATO'E FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) 14'-W LS G 1.1/4-V 18gA.STRAP INSTALL4D•0.,ANDJACK WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR W WR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS H A STUBS ON ALL OPENINGS MINIMUM THICKNESS OF 7/16•AND MAIUMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND SCALE TWO STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(RUM TO SECTION 160914,1609.6,5AND TABLE 16C9.L4.OF N.YS.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUSSTIMION FOR DESIG"RESSURE ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE ALL PANELS MUST BE CUTTO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING R IS TO COVER NARDWATLE MUSTACOOMPANY SHUTTERS FOR INSTALLATION. SHEET: 4 P-1 GENERAL NOTES o CONSTRUCTION NOTES WIND FRAMING NOTES PLAN CONTENTS L THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS B RELATED R BASIC DESIGN L R I D G E-TORAFTER ASSEMBLY. E7- INTE AND FRAMING DETAILS.THEYAREINTFNDEDASACONSRUCDONAID,NOTASASUBSNUTE 1-1/4'X 20 GAUGE STRAP SMALL BE ATTACHED M EACH PAIR OF RAFTERS IN ACCORDANCE FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW MIN TABLE 14.WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 104 COMMON STATE BUILDING COME GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD NAILS REQUIRED IN EACH END OF NE COLLAR TIE NEED NOT EXCEED THE RECOMMENDED OCCUPANCY CLASSIFICATION RESIDENTIAL Z CONSTRUCTION DETAILS AND PROCEDURES M UREAPROFESSIONALLYFINBHED. NUM BROFNAILSINTHESMAP. STRUCTURALLYSMNDANDAWANRPROOFCOMPLETEDPRODUCT. 2 RAFTRT0.WALL ASSEMBLY: 2. ALL CONSTRUCTION M CONFORM TO THE DESIGN OF THE 20181RCAND 2017-NKS SUPPLEMENTS. LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING Oq WALLTOTOPPLATE S. NE GENERAL CONTRACTOR IS RESPONSIBILITY MR ENSURING THATALLWORK AND CONSTRUCTION SMUBEIN=ORDMCEMO BLE33.WHRARAFTERORTRUSSDONOTALLINUNE WITH MEETSCURRENTFEDR L TC ALSTATE,COUNTYANDLOCCODES.ORDINANCESANDREGULATIONS.E STUDSBROW.RAFTERSORTRUSSFSSHALLBEATTACHEOMMEWAUMPPLATEANDRE BUILDING HEIGHT t18.75'ABOVE AVERAGE GRADE J THESE CODES ARE M BE CONSIDERED AS PART OF ME SPECIFICATIONS FOR NIS BUILDING AND WALL TOP PATE SHALL BE ATTACHED TO THE WALL STUD WIN UPLIFT CONNECTIONS.ROOF (� SHOULD BEADHMM M EVEN IF IN VARIANCE WIN NE PLAN. OVERHANGING NE RAKE SIDE OFNE BUILDING SHALL BE CONNECTED WIN UPLIFT {L 4. DIMRSIONS SMALL TAKE PRECEDENT OVER SCALED DRANNGS.(DO NOT SCALE DRAWINGS) CONNECTIONS IN ACCORDANCEWIN TABLE 3.3, 5, ME DESIGNER HAS NOT BEEN ENGAGED MR CONSTRUCTION RESPONSIBILITY FOR CONSTRUCTION COORDINATING WIN"BE PLANS,NORON AND ASSUMES NO RESPONSIBILITY FOR 3 WALL STUDS ABOVE EAND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACKED WIN UPLIFT DESIGN CRITERIA CODE:2018 IRC,2020 NYS UNIFORM SUPPLEMENT CONSRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY CONNECRONSINACCORDANCEWIN TABLE3.3B.WHRWALLSTUDSABOVEDONOTALLINUNE PRRARATONSANDPROGRAMSINCONNECRONWRH NEWORKTHREARENOWARRANTIESFOR WTINSTUDS BELOW,NES111DS SHLLBEATTACHEDTO ACOMMON MEMBER INNEFLOOR �. A SPECIFIC USE EXPRESSED OR IMPLIED IN NE USE OFTHESE PLANS. ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WRH TABLE 3.1 iTHEEGGENERNALEWNMDOW R0.ORD DOOR MS URREETUMLLATMASONRYORPHR UCTERIOR INGS, 4.ABRICLEDRRRLLRMEETS W FIRST MSTU.TOFN�LBERCONNECTEDWIMEMUNOATON,SILLPLATE.0-0 TO IPLATE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES OR EXCEEGS NUAL.ACNRES SPECIFICATIONS AND APFUCATON CODES, WITH UPLIFT CONNECTORS STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF T INCHES IN 8. NEGENERLCONTRACTORMMCONSULTWTINNEOWNRFORALLBUIL NR SUCHAS CONCRETE FONDARON AND SIABONLRADE 15 INCHES IN MASONRY BLOCK FOUNDATONS,OR GGOHCASES,SHELVING,PANTRY,CLOSETS,TRIMS,ETG LAPPED UNDRNEPUMMDNAILEDINACOORDMCEWITHAe 3.36.WHENSTEELSTRAPS L 9. WIND LOAD REQUIREMENTS SHAM BE TAKEN I=ACCOUNT DURING CONSTRUCTION. ARE LAPPED UNDO ME BOTTOM PATE3 INCH SQUARE WASHRSSHALLBE USED WIN ME DESIGN LOAD CALCULATIONS EXT.BALCONIES 60 IL � ANCHOR BOLTS ANCHOR BOLTSFACING ISM BESPACED AND SIZED IN ACCORDANCEM TABLE 3.2A.IN ADDITION N SPACING,ANCHOR BOLTS ARE M BE SPACED BETWEEN 6121NCHES FROM (LIVE LOADS PSF) DECKS 40 Z FOUNDATION NOTES NEENDOF ASILLPATEANDALLCORNERS. O 5. TYPEIEXTERIORSHEARWALLCONNECTIONS ATTICS W/O STORAGE 10 L TYPE 1 EXTERIOR SHEAR WALLS WIN A MINIMUM OF 7/161NCH WOOD STRUCTURAL PANEL ON THE tn L NE GENERAL CONTRACTOR AND MASON JO REVIEW PLANS.ELEVAIIONS,DETAILS AND NOTES R IMERIORATTACHEDWRH8000MMONNAILSATES C.ANE PANE LEDGESAND120.C.INNE ATTICS W/STORAGE 20 .� o DETER INEIMENDMHEIGHTSOFFlNISHEDROOR(S)AMVETYPICLGRADE FIELD.ANDS/2INCH GYPSUM WALLBOARD ON NE INTERIOR ATTACHED WITH 6E COATED NAILS AT 16 SZ I 2, ALLFOOTNGSTORESTONUNDISIURBEDORRGUOSOIL T'O.GPANELEDGRANDSPO.GINNERI SMUBEINACMRDANCEWTNNELRGN ROOF(GROUND SNOW LOAD) PER NYS 301.6 N r- 3. PROVIDE 1/2'FXPAISIONIOIMMATRIALBETWERCONCRETESA65ANDABURNGCONCRETE REQUIREMENTS SPECIFIED IN TABLE 3.15aA N Ln OR 6 TYPE IIFJRFRIORSHEARWLLCONNECTIONS ROOMS(OTHER THAN SLEEPING) 40 4. ANYNEWCONMASONRY WALLS 0 CRETEING WIAMS BUNIG ATTACH N OR OR D INTERIOR EJUSTING CONCRETESTRUCTUREEHALL BE A?ROPq TE MGM RADVSTMENT ACTORS NTABLEES,U.RENENiS OFTABLE3.15aL TIMES NE ROOMS(SLEEPING) 30 INSTALLED WITH 45 RE .W LONG AT I2-M USE APPROVED EPDXY MR INSTALLATIN. T. INTERIOR SHEARWALL CONNECTIONS: �J 5. UNLESSOTHRWISENOTED,ALLELABSONGRACEMBE4000PSLCONRETEMBEMUREDON4- ALLOWABLE 51DEWALL LENGTHS PROVIDED IN TABLE 3-SKALLBE PERMITTED MBE STAIRS 40 NICK SAND OR GRAVEL FILL VAN 6.6 WIRE MESH REINNRCN6 INTERIOR SLABS M BE MINIMUM 4' INCREASED WHEN INTERIOR SHEARWALLS ARE USED.SHEATHING AND CONNECTIONS SWILL BE IN 6,ICK CRAWLS AM RM PACESM131PROVIDED BE COMPACTED TO SWRH AMMIINMUM I8'224?ACCESSO8 INCH ENING.INSTALL ONES AU 8. CONNECTIONS AROUND EXTERIOR WPALLPENNGS: - GUARDRAILS(ANY DIRECTION) 200 CAST ON FOUNDATION VENT FOR EVERY M SQ/FT OF ARM AM O HEADER CONNECTIONS AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WIN UPLIFT N PR00FDOOROFFO NDATON WITH BRUMINOUSCOARNGAS REQUIRED SYCURRENTN.Y.S. ACCOMANCWITH TABLE 35 AV WINDOW SILL PLATES SHALL HE CONNECTIONS IN ACCORDANCE 7. D 43 RESIDE NTIALMNSRUCTIONCODES PRIOR POLYETHYLENEFILM SHALL BE APPLIED OVERNEBELOW WIN TABLETS. EXPOSURE CATEGORY DESIGN FOR CAT.C Z GRADE PORTION A EXTERIOR BY TOBLNFIWNTI 9, WHEREA RIDGE IS TO BE MBLY: [O B. DRAINAGE AS REQUIRED BY CURRENT N.YS.RESIDENTIAL CONSTRUCTION CODE MED AS STRUCTURAL EITHER BE O NOTCHUGANOANC"ORRIDGE ALONG ON TOP OF NE 6EAM OR SLOPE CONNECTIONS SHALL BE ATTACHED N FRAMING NOTES EACH RIDGE FTR-TOSHDBAAN PRCEIIJNGP ROF ME EQUIREME RING.CONNEC ONSTO NE RIDGEAND WALL SXLLBE gRACHED WITH NEABOVEpEQUIpEMENfS. LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE LL L ALL FRAMINGTECHNIQUESANDMENODSASPRESCRIPTAE DESIGN OFCIIRRENTSBC HIGH WIND (ROOF-FOUNDATION) AND GENERAL NOTES DDM AON WOOD FRAMING CONSTRUCTION MANUAL DECK&COVERED PORCH NOTES 1 UNLESSONERWISENOTED,ALLFRAMINGANDSRUCNRLWOODMATRILTOBE421BTR. a WORS,WALLS,CEILINGS AND RAFTERS MBE SPACED AT-O.C.UNLESS OMER WISE NOTED. F NAILING SCHEDULE SEE GENERAL NOTE PAGE 4. UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS M BE(2)2a1042♦MR.DOUG.FIR. UNLESSOTHERIN ENOTED,ALLFRAMINGMLRIALTOBEAIACQPRESSURENFAMWMBER, BEARING WALL HADERSTO HAVE(2)JACKSTNSAND(2)FLM-GIN SNDSON-SIDE OFALL LL FASTENTS.HANGERSANDANCHORSMBEGALVANIZEDORSTAINLESSSTEEL A F OPENINGS.LVLHDERSM RAVE(3)ACKSIUDS AND FULL LENGN STUDS ON EACH SIDE OF GIRDERS FOR DECK JOISTS TO BE BOLTED N EACH POST WIN WASHERS AND NUTS.GIRDERS ON OPENINGS.BARING WALL WINDOW SILLS SHALL ALSO HAW(2)WINDOW SILL PLATES MR L4 WALL ��F���OOONCRETE PIERS SHALL BE ANCHORED WITH PROPER STEEL CONNECTORS ANCHORED INTO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 1- OPENINGS BETWEEN W-1'AND 6.4-AND 2X6 WALL OPENINGS BETWEEN S'11'AND 8-PROVIDE NCRETE WITH A MINIMUM:Y2INCH DAXI'LONG ANCHOR BOLTS AND WASHERS AND NUTS. V ,� FIRE STOP AND BLOCKING WHERE APPLICABLE POSTSSIIPPORTINGGIRDERSSHLLBEANCHOREDMA32a12a ICNMNCRETEF00TNG.USE Ln ANC HORS WHERE APPLICABLE M ALL CONNECR�ISTS,WITH HAVYDM'GLVANIZID HANGERS AND ELOWGRADE PORCH6MINLMUM MWITH COVE RMRMFNGAN WSSNLLHAVE 'D. CONCRETEPIE MRRNEn 6 DOUBLEUP FLOOR JOISTS UNDRWALU THAT RUN PARALLEL TONEROORIOIMSANDINTER �IpoERs. FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. � � � � BANTUS.FLOORS MHAVECRAMICNEINSTLLEDSHLLBEVRIFlEDFOR PROPER LOAD 4. DECKIOLSTSMHAVEBLMKINGATW-0.O.F U) MCARA I 7. PROVIUIDE2)1-34'TNICKMICROAMS(HUGHTTOMATCHFLOORJOIST5)AROUNDSTAIRWELL EDGER TO BEFASTENED A MINIMUM OF W INCH FLASHING SHALL BE MBUILDINGWONI/2NINSTALLED CHDA80LMWINWASHERANDMUUMEN ME BUILDING AND WHERE (SMOKE&CO2 DETECTORS) CARBON MONOXIDE ALARMS TO COMPLY WITH R315IRC. � �Z � AND/ORONRAMESSOPRNGSUNLESSONERWISENOWD(TWICAL4 NEEDED. - Q 6 DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER CONCRETE PIERS SHALL BE A MINIMUM 6-ABOVE GRADE. SIOE AM XMSTS TO BE SUPPORTED WITH HANGERS AND ANCHOR BOLTS.EACH JOIST EHALLALSO BE ENERGY CALCULATIONS 20181 ECC x WHEREAPPLICABLEUNLESSONERWISENOTED. NCNOREDMGIRDER(5} N O ?F 9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8-O.C_USE SOLID BLOCKING IN FLOOR]GISTS R COVERED ROOFS SHALL BE ASSEMBLED AND ANCHORED NE SAME MANNER AS ATYPICAL. UNDERALLBARINGWALLS. UIEDING. 30. PROVIDE IN$VATON BAFFLES AT AVEVENN BETWEEN RAFTERS INISTALLDRARBLOCKIN0l5 O z 11 NLESSONERWISENOTED,ALLROOMMDWLLSNHAVEAMINIMUM I/2-NICK4PLYFIRCDX PLUMBING NOTES d- EXTERIOR SHAMING GRACE PLYWOOD.PLYWOOD M COVER OVER PATES AND HEADERS Ln XF4 1L UNLESSONERWBENOT ME3/6'NICKT&GPTSFIRORADVANRCHPLYWOODSUBF OR AOHMMW PL4MADHESR'EANDSCREWEDNFWOR101STSFINISHEDFLOORNBE(STALLED L ALLWATRSUPPCf.DRAINAGEANDVENTINGM BEINSTALLMAS PER N.YS.RFSIDfM1AL r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�Y C!y 3. ALLOXMICALWORKMCOMPLYWINZOMNEC 3. NVACSVeMNTRAND OWNER VIDE MR REVIEW "YOU DRAWING AND SUBMIT RTO NE 2 4. INSTAL SMOKE DETECTORS CARBON MONOXIDE DETECTORS THROUGHOUT PR SECTION GENERLMNTRACTOR AND OWNER NR FINAL RENEW AND APPROVAL ''� OF NEB, 1- 9 R314 AND RIMS OF IRC. Y ENERGY NOTES �F SOIL NOTES 5� �,Mq O�� w o o N L NB DESIGNMMPUESWITHNE20181RCENERGYCODEASA-ICRIPTIVEDESIGN. L NEW FILL TO BE CLAN OF ORGANIC MATRA IFY L CONTRACTOR M VON OUSTING SOIL CONDITIONS ZNE DESIGN CONSR SHALL COMPLY SHA COMPLY WITH SECTION R4020F NE 2G181RC PRIOR TO FILL REMOVE AND ADD ADDITIONAL FILL AS NEEDED. (CV 2, COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 AND ASTM `ICY a Y>/ ( I PROFESSONALLRCY FOfl COMPACTIONML CON CTORTOHAVEFlLLT3TEDBYA FIREBLOCKING NOTES T �e 3. DONOTBACHFILLUMILRMTROORDMKMNSNUCTION,INCLUDINGSUBFWOR,6MMPLETE. FI O Z R BLOCKING REQUIRED-BYCURRENTNYSRESIDENTIALCODE OTHER NOTES FIREBLOCKING SHALL BE PROVIDED M CUTOFF AL CONCEALED DRAFT OPENINGS(BON VERTICAL AND -- y HORIZONTAL"AND M FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES AND BETWEEN A TOP --- - W STORY AND NE ROOF SPACE FIREBLOCKING SMALL BE PROVIDED IN WOODFRAME CONSTRUCTION" L NE FOLLOWING LOCATONS. PROVIDES/8'TYPE-X SHEEROCKFlRE STOPPING AT SO'4'MAXIMUM DISTANCES FOR NON ACCESSIBLE NE AREAS L IN CONCEALED SPLESOFSNO WALLS AND PAgTRI0N5,INCLUDING NRRED SPACES,AT Z. USESIMPSON HANGERS ANDANCHORSWITHZ-MAXTRIPLEPROTECTWECOATINGFOR CONTACT O 0510EI WITH ACQ. V FIREBL ANDROOREEVELS NOT MUDDING 0FIEET.FURRED BLANKETS SHALL ALSO BE S. INSTALLS-M2 DETECTOR IN ADDITION N SMOKE ALARMS PER FLOOR. TRRLOCKED L SMALL BEE L NOT ACFEDING 10ING I BAITS OR BLANKETS D MINERAL OR AL GLASS FSR SHALLBEALLOWEDASFlRRLCONINGIN WALLS CONSTRUCTEDUSINGPARALLEL OFESSIONP� Z. AT STJOS OR STAGGERED STUDS. Z. ATAQF TRCONNECILINS-COVMNCFALEDYERTCALANDNOR60NTALSFACESSUCNAS 8/30 2023 OMUR AT SOFFRS,DflOPCEILINGS AND COVECEILINGS 3. IN CONCEALED SPLES BETWEEN STAIR STRINGRS ATNE MFAND BOTTOM OF NE RUN, ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WIN CURRENT N.VS,RESIDENTIAL CODE 6. ATNEOPENINGSAflOUNDVENTS,PIPESANDOUCISATCEILINOANDFLOORLEVELTORESIST SCALE: NE TREE PASSAGE OF FLAME ANO PflODUCfS OF COMBUSTION. E. FOR ME FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y.S. IDENTAFMD -- SHEET: L ~ ` P-S (2)1 3X'X 7 1/4"LVL w/3/8"FLITCH PLATE a,a.eo� a+aaeoH r W a —ma—yy BDIDPf "BATH yLLUl in PORCHe 8 N 't O ® I;I BEDROOM 1 ,mac v_ C BODe aeDe m n- la a UP \ \� a10<BOM a,BIBON OFFICE r N _ DINING a_ N) LIVING — — — z o N ICD 'e I a Ell _ iT O V ! I COVERED DECK M 0) 204— 21W a,WBON ]IOIBDN I __A o seDe' I miR fE2'-�--3' a_ IF 2 2,_6„ 1.6"1_b„ a�a a �.w ,eua. ,D '(101Da< ck I J LAUNDRY m g II o `z POWDER RM Diia �miR Iuam.ceruamaao = a 41 Elevation 11 5 N Z aDae.�v a- S�P� OF NEW , it O 2 Revision (As-built) 0. 05��9y ���' RDFESSIONP� SHEET: - P-9