Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
51352-Z
r 9.of SoUryo�o Town of Southold * * P.O. Box 1179 �o� 53095 Main Rd u►m Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46581 Date: 10/14/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 295 Youngs Rd Orient, NY 11957 Sec/Block/Lot: 18.4-12 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 09/18/2024 Pursuant to which Building Permit No. 51352 and dated: 11/04/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations including a deck and "as built" alterations including a screened- in porch and finished portion of basement with a bathroom to existing single-family dwelling as applied for per ZBA#7905 dated 6/20/2024. The certificate is issued to: Richard Fisher , Jane Fisher Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51352 5/16/2025 & 10/14/2025 PLUMBERS CERTIFICATION: Richard J. Cannarella Inc 7/7/2025 Au orized gnatur o��OFSolu. TOWN OF. SOUTHOLD 6 BUILDING DEPARTMENT TOWN CLERK'S OFFICE 4"Couartr 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#: S13S2 Date: 11/04/2024 Permission is hereby granted to: Richard Fisher 132 S Hamilton St Poughkeepsie, NY 12601 To: construct additions and alterations and to legalize (2) "as built"bathrooms and "as built"finished portion of basement to existing single-family dwelling as applied for per ZBA approval. Additional certification may be required. Premises Located at: 295 Youngs Rd, Orient, NY 11957 SCTM# 18.4-12 Pursuant to application dated 09/18/2024,and approved by the Building Inspector. To expire on 11/04/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $568.38 As Built Alteration $246.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $914.38 uilding Inspector SOUryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G . Southold,NY 11971-0959 'Q lyCOWN,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Richard Fisher Address: 295 Youngs Rd City: Orient St: NY Zip: 11957 Building Permit#: 513151 ection: 1$ Block: 1 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Drago Electric License No: 44135ME SITE DETAILS Office Use Only Indoor I✓ Basement F Service F Solar Outdoor rV-1 1st Floor rV-1 Pool r Spa Renovation F 2nd Floor rV-1 Hot Tub r Generator (— Survey Attic F Garage Battery Storage (— INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures 1 Bath Exhaust Fan Service 3 ph F Hot Water GFCI Recpt 1 Wall Fixtures 4 Smoke Detectors 2 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 8 CO Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 5 4'LED Exit Fixtures Other Equipment: Notes: Addition on Front of House & Finished Dormer on Second Floor Inspector Signature: X Date: May 16, 2025 Sean Devlin Electrical Inspector sean.devlin(D_town.southold.ny.us 295YoungsRdAddition ho��pF SOUTyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G 1 Southold,NY 11971-0959 �� • �o Jamesh southoldtownny.gov � 2UffN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Richard Fisher Address: 295 Youngs Road city:Orient st: New York zip: 11957 Building Permit#: 51352 section: 18. Block: 1 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOMEOWNER Electrician: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures 5 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 5 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt 30a Emergency Strobe Heat Detectors Disconnect Switches $ 4'LED Exit Fixtures 11 Sump Pump Ed Other Equipment: 1 washer, Notes: AS BUILT BASEMENT & BATH ROOM Inspector Signature: Date: October 14, 2025 295 youngs rd basement Town Hall Annexyo Gy 1 Telephone(631)765-1802 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 • BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: /702-t7- Building Permit No. Z- Owner: / /c a,,- rE CEO V E (Please print) Plumber: IC r �G�fc� k _ 0"Ik a re.11a. JAC.-. JUL - 9 2025 (Please print) Building Department Town Of Southold I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Lbens Signature) Sworn to before me this day of Jyl.V , 20 2 5 Notary Public, k; County DARCEE AUFENANGER NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01A00019644 Qualified in Suffolk County Commission Expires January 9,2028 SOUT,�°6 # f TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 �� NSPECTION [ FO NDATION 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: F�WJ46-nlS me, 49 G ' DATE j0 INSPECTOR 1 ho��OF SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. "cou 631-765-1802 5-,�(� INSPECTION [. ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ . ] F DATION 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 REMARK 4 h[ (� v11-;166017( muc) b�k 6yk 10 7 ul DATE l y0y INSPECTOR OF SOUTyOIo Rd # # . TOWN &F SOUTHOLD BUILDING DE . lau 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ . ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:i zat^,alh ' /l C � DATE 11q INSPECTOR *OF SOUTyOIo f # TOWN OF SOUTHOLD BUILDING DEPT. CooHr+,��''�� 631-765-1802 INSPEC ON [ ] FOUNDATION 1 ST/ REBAR [ RQJJd PLBG. [ ] FOUNDATION 2ND [ NSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL MARKS: Lc6 ✓� - - _ DATE INSPECTOR %f 50(/T�o # # TOWN OF SOUTHOLD BUILDING DEPT. 000rm��`' 631-765-1802 INSPECTION [ ] . FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [7FINAL ULATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE.RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: prlov4c "i S - Pp_ es. C z Av4k�m1 4�1 DATE : INSPECTOR �o�apF SO(/l � r� C_-7 * # DEPT. � OWN OF SOUTHOLD BU1LD1 G DEP o m� 631-765-1802 INSPECT[ON [ ] 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: t 'a �n,u J- DATE INSPECTOR - ho�aOF SOUTyOIo 6/35cw JJ # TOWN OF SOUTHOLD BU�ILbING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LAJ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] 'PRE C/O [ ] RENTAL REMARKS: As k4c'ff 1643em ekt4 gF 8Q Oy -{ 5 ►�e r' �-o-�e G i®h c di4 6t A 4 i C-0- r � r OdA j j VouALJ5 ivel 4et"14er re6 115 44 q c base���� ��.f1� �►-e Qc�S ,2k�,a,us f �.� DATE INSPECTOR �a0F SO tip, Yo = P-J �o # # TOWWOF SOUTHOLD BUILD DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/,REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: aS Srww(4+ `i' Wh VO4 tia kA,64 4,14A Aw-s be WAS 6,r OV0 k 4 rip or rese+) M&A Amoke_ / Co iK %ct�cmem '�- ( ,00L6 e� avJ�A%51& bar�t� C� WOLSL DATE 34 a INSPECTOR �a0FSoUlyO �i 350 ag5 vo�� s # # TOWN OF-SOUTHOLD BUILDI DEPT. 631-765-1802 INSPECTION' [ ] FOUNDATION 1ST/ REBAR [ . ] .ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)_ [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: &!!51evqvlpt+ a- A fk 1 DATE INSPECTOR " 5/28/25, 10:49 AM IMG_0898.jpeg 1 �a 77 P�i 4Y 2 8 2025 A Sulldtng Department © Town of Southold 40 a . , yJ ,vas •� https://mail.google.com/mail/u/0/?og bl#label/To+Do's+-+Done?projector-1&messagePartld=0.1 1/1 5/28/25, 10:50 AM IMG_0637.jpeg https://mail.google.com/mail/u/0/?ogbl#labellTo+Do's+-+Done?projector-1&messagePartld=0.2 1/1 A M P Arch i t e c t u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build Tune 27, ZOZS Fisher Residence e 295 Youngs Road Orient,NY 11957 JUN 2 7 2025 Tax map#1000-18-1-12 Building Depaitrnent To Whom It May Concern. Town of Southold Based on my inspection at the above address the following was installed per the architectural plans and meets NYS Building Code. - Framing installed at the finished,unconditioned basement space - Framing,rough plumbing,and insulation at the basement bathroom and first floor half bathroom Please contact our office if you have any questions. Thank you, Anthony Portillo,RA,LEED AP e (° �" . © i Page 1 of I A M P Arch i t e ct u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build May 12th, 2025 Southold Town Building Department 54375 NY-25 MAY 14 203 Southold, N.Y. 11971 A RE: Fisher Residence Bu ,.gn lddIng Depattm bra �FYrr 295 Youngs Road >n�t+n of Southold Orient, NY. 11957 SCTM #1000-18-01-12 Dear Southold Building Department, Attached I have the updated plans of the main dwelling for the Fisher Residence that reflect the changes made to the dwelling during construction.The changes are as follows: Site plan: - Updated ac condenser location - Removed proposed front covered porch -Added window well -Added new gas line Basement floor plan: - Relocated window well - Removed above propane tanks - Removed oil tank - Relocated AC condenser unit - Updated existing water line - New gas line & new gas meter - New water gas water heater&gas furnace First Floor Plan: - Relocated window well - Removed above propane tanks - Relocated AC condenser unit - Removed proposed front covered porch - Updated floor plan notes - Updated patio at grade size - Removed oil vent&fresh air intake Second Floor Plan: - Existing door to remain and painted white -second floor door schedule removed Page 1 of 2 A M P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build Updated Pages Include: -G-001 -A-101 -A-102 -A-103 -A-104 -A-201 -A-201 -A-301 -A-401 -S-101 -S-102 Please contact me if you have any questions or additional requirements regarding this application. Sincerely, Anthony Portillo, Principal AMP Architecture, PLLC 631-603-9092 Page 2 of 2 Horton, LisaMarie From: Rich Fisher <rfisher@bantamanagement.com> Sent: Tuesday, August 19, 2025 2:25 PM To: Horton, LisaMarie Subject: Re: Permission to enter house 8/26 Lisa- [ give permission to the electrical inspector to access my home located at 295 Youngs Rd Orient, NY on 08/26/2025,for the purpose of completing the final electrical inspection. Thanks, Rich Fisher From: Rich Fisher<rfisher@bantamanagement.com> Sent:Tuesday,August 19, 2025 2:01 PM To: Horton, LisaMarie<lisamarieh@southoldtownny.gov> Subject: Re: Permission to enter house 8/26 Lisa- I give permission to the building inspector to access my home located at 295 Youngs Rd Orient, NY on 08/26/2025,for the purpose of completing the final electrical inspection. Thanks, Rich Fisher From: Horton, LisaMarie<lisamarieh@southoldtownny.gov> Sent:Tuesday,August 19, 2025 12:52 PM To: Rich Fisher<rfisher@bantamanagement.com> Subject: Permission to enter house 8/26 i L i�a,�(cw%Pi�-f avt-aw Town of Southold Building Department Annex Building Department 54375 Main Road PO Box 1 179 Southold NY 1 1971 i 12/21/23,2:25 PM Scan.jpeg Title Guarantee Corp&d1ion of Baltimore (Security) Title Number: LE-4291 Page 1 SCHEDULE A DESCRIPTION ALL that certain plot piece or parcel of land, situate, lying and being in the Town of Southold, at Orient, County of Suffolk and State of New York, being bounded and described as follows: BEGINNING at a point on the Westerly line of Youngs Avenue, said point being distant 290.24 feet Northerly along said Westerly line from the Main Road, said point of beginning being the point where said Westerly line is intersected by the Northerly line of a 30 foot right of way; RUNNING THENCE from said point of beginning, along said Northerly line of said 30 foot right of way, North 70 degrees 10 minutes 40 seconds West, 144.20 feet to the Easterly line of said 30 foot right of way; RUNNING THENCE along said Easterly line of said 30 foot right of way North 22 degrees 06 minutes 10 seconds East, 90.18 feet; RUNNING THENCE along land now or formerly of King, South 70 degrees 10 minutes 40 seconds East, 129.19 feet to said Westerly line of Young Avenue; RUNNING THENCE along said Westerly line of Youngs Avenue, South 12 degrees 34 minutes 20 seconds West, 90.84 feet to the point or place of BEGINNING. TOGETHER with a right of way over said 30-foot right of way along the Westerly and Southerly boundaries of the premises. 1 https://mail.goocile.com/mail/u/0/#inbox/KtbxLthdlZliRLMmtPMKrrmGSKKhNFsKcq?oroiector=1&messagePart1d=0.4 1l1 FIELD INSPECTION REPORT DATE COMMENTS 01 FOUNDATION (1ST) ---- - 3 ----------------------------------- --- _ C FOUNDATION (2ND) - -�- z ROUGH FRAMING& L p,/Ai �- PLUMBING1 CGv 7 N r INSULATION PER N.Y. STATE ENERGY CODE - •a s of ��e� awi �/C��-�%. - bui fs. /vac�i 01" 044 iq FINAL l zdg)� O- ,91V /d/1 _ U#efgs 0�� ADDITIONAL COMMENTS of If LA 1 z Z �S m c -ate -Da- 1 - �-v Nuns 9 �as2w ctc-wilo(000 � 1p1 T s� y O � z x - x d b �o�s �4611 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://Y;".southoldtowmy.fzov Date Received APPLICATION FOR BUILDING PERMIT 71 For Office Use Only 51= IDPERMIT NO. Building Inspector: `' S E P 1 8 2024 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the-owner,an Owner's Authorization form(Page 2)shall be completed. '"`'rir' Date:09/18/24 OWNER(S)OF PROPERTY: Name:Rich Fisher SCTM# 1000-18-01-12 Project Address:295 Youngs Road, Orient, NY Phone#:914-456-7016 Email:rfisher@@ ptamanagement.com MailingAddress_295 Youngs Road, Orient, NY CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO BOX 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:bepperson@am parchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO BOX 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: []other $iob,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 Non-Conforming this property? ❑Yes ®No IF YES, PROVIDE A COPY. B Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In buildingis)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal law. Application Submitted By(print affe:AMP Architecture ®Authorized Agent ❑Owner Signature of Applicant: Date: 12 I a(Z3 STATE OF NEW YORK) SS: COUNTY OF GW being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)ab, . _.named, (S)he is the A (.CQ actor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of'his%her..knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. BARSAR.A H. TANDY Sworn before me this Notary Public,State;Of New York No. 01 TA6086001 Qualified In Suffolk Qoun day of 20 Catxlmissicin EY}�ires 0 �5' ' Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, 21e u ri a r PIS It ji residing at Zq 5' '(d 0 hl 6= s �l do hereby authorize AMP Architecture to apply on my behalf to: wn of Southold Building Department for approval as described herein. ' IZ/ ll Z6Z3 (0—wFoIrl,s Signature Date KIGP-#4-r?D E f-.fPilr_ K� Print Owner's Name 2 APPLICATION FOR BUILDING PE - PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 Non-Conforming this property? ❑Yes ©No IF YES,PROVIDE A COPY. B Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION 15 HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary,lnspections.False statements made herein are - punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print aff a):AMP Architecture BAuthorized Agent ❑Owner Signature of Applicant. Date 12 ��I Z3 STATE O 1.F NEW YORK) �+ SS: S COUNTY OF (i(401biIK-) ( ASbeing duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)aboA named, (S)he is the (Co actor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith-� z BARBARA H.TANDY Sworn before me this Notary Public,State Of New York No. 01 TA6086001 day of 20a3 C}ualified In Suffolk CouMy�1s C&01pmmicclnn �Yn1�C4 ^— 7 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, Rtcµ19 F-lSAVC-kZ residing at Vy 'ldclNiGs lzD do hereby authorize AMP Architecture to apply on my behalf to wnoouthold Building Department for approval as described herein. 12 126 Z3 0 is Signature U Date RiGNjq-fZJ E• lFJ1Pf-K_ Print Owner's Name 2 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: January 25, 2024 TO: Brooke Epperson(Fisher) PO Box 152 Mattituck,NY 11952 Please take notice that your application dated December 22, 2023: For permit: to construct additions and alterations to an existing single-family dwelling and to construct an accessoryground swimming pool at: Location of property: 295 Youngs Road, Orient,NY County Tax Map No. 1000—Section 18 Block 1 Lot 12 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 12,317.4 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring less than 20,000 square feet in total size require a rear yard setback of 35 feet. The construction will have a rear yard setback of 17.3 feet. The proposed accessory swimming pool is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard. The accessory is located in other than the rear yard. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. 4 , f BOARD MEMBERS ��®F so �® Southold Town Hall 1 Leslie Kanes Weisman, Chairperson �® 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert, Jr. �K ,,ems 54375 Main Road(at Youngs Avenue) Nicholas Planamento ��C®U��' Southold NY 11971 DC C� E Q V ( ��C��v�® L� http://southoldtownny.gov 6 3'rL � JUL 10 2024 ZONING BOARD OF APPEALS JUN 2 5 2M4 TOWN OF SOUTHOLD 94- BuildIng DePOrtment Tel. (631) 765-1809 Southold'Town Clerk Toln of SoLVINOINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 20, 2024 ZBA FILE: 47905 NAME OF APPLICANT: Richard Fisher PROPERTY LOCATION: 295 Youngs Road, Orient, NY SCTM: 1000-18-1-12 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated February 15, 2024 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject, rectangular-shaped, non-conforming, 12,317.4 square feet, .28 acre parcel located in the R40 Zoning District measures 90.84 feet along Youngs Road, then runs west 144.20 feet along an unpaved right of way, then continues along the same right of way, 90.18 feet north,and returns east, 129.19 feet along a residentially developed lot to the north. The property is improved with a one and half story frame residence with an attached single car garage, wood entry stoop, rear enclosed wood deck, bilco-type cellar access, central air conditioning condenser and an unpaved driveway, as shown on the survey prepared by Andre K. Miller, Licensed Land Surveyor, and dated November 27, 2018. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15; Article XXIII, Section 280- 124; and the Building Inspector's January 25,2024 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single-family dwelling and to construct an accessory in-ground swimming pool; 1) located less than the code required minimum rear yard setback of 35 feet; 2) swimming pool is located in other than the code permitted rear yard; located at: 295 Youngs Road, Orient, NY. SCTM No. 1000-18- 1-12. RELIEF REQUESTED: The applicant requests two (2) variances for the following improvements: 1) A reduced rear yard setback of 17.3 feet where a minimum rear yard setback of 35 feet is required by code for the proposed addition of a wood deck measuring 15 feet by 16 feet and;2)The installation of an inground swimming pool,plunge- style, measuring 10 feet by 6 feet, located in a front yard where the code limits such improvements to the rear yard only, as part of an overall renovation and expansion of the existing single-family residence. Page 2,June 20,2024 97905, Fisher SCTM No. 1000-18-1-12 ADDITIONAL INFORMATION: The subject parcel is the beneficiary of prior Board relief: 94361 dated February 14, 1996 Covering a reduced rear yard setback #4372 dated April 5, 1996 Establishing the building lot by waiver of merger Improvements on the subject parcel are covered by the following Certificate of Occupancy: #25900 dated August 18, 1998 covering the construction of a single-family residence with attached garage and screened in porch. The applicant provided architectural plans labeled ZBA-01 to ZBA-04 prepared by Anthony M. Portillo, Registered Architect, dated December 22, 2023 and an updated site plan, labeled ZBA-01 dated May 23, 2024 illustrating all additions and alterations proposed to the home, including those not requiring Board relief(expansion of the footprint of the residence to include a new one-story addition, for a `great room', to the front of the house and the addition of dormers to expand the second floor living space). During the public hearing the applicant indicated that the existing, residential, sanitary system is located on the northside of the house and that a new system is not necessary as there is no proposed expansion of the number of bedrooms. Additionally,the applicant stated as a result of the location of the sanitary system,there is limited area to place an inground swimming pool on the subject property given three (out of four) road fronts abutting the site. The applicant provided the Board with examples of variance relief granted within the Hamlet of Orient,NY, relative to reduced setbacks. The applicant did not provide the Board with any examples of relief granted for swimming pools located in front yard settings. In advance of the public hearing, members of the public wrote letters in opposition to the relief requested. During the public hearing immediate neighbors spoke against this application, focusing mainly on the request to place the swimming pool in a front yard location, where the code requires a rear yard location for such improvements. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 6, 2024 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance relative to a rear yard setback for the addition of a deck will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Prior Board relief for a reduced rear yard setback was granted under appeal #4361 in 1996. The applicant proposes to construct a new deck measuring 15 feet by 16 feet, which will line up with the existing rear fagade and rear yard setback created by the existing enclosed screen porch. The deck will wrap around to meet a proposed one-story addition to the dwelling facing Youngs Road with conforming front yard setbacks.Therefore, no discernible change to the existing rear yard will be established which is in keeping with the existing house. Decks are common appurtenances to single-family homes throughout the Town of Southold and the immediate neighborhood. However, grant of the variance relative to an inground swimming pool in a front yard location will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. While swimming pools are common accessory improvements to homes in the community, they are not commonly located in front yards and no evidence was submitted to indicate that any specifically exist in front yards on Youngs Road. 2. Town Law U67-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could build a smaller deck with a compliant rear yard setback, but, stylistically, maintaining the existing rear fagade setback created by the screened-in porch is the Page 3,June 20,2024 #7905, Fisher SCTM No. 1000-18-1-12 most logical and in keeping with prior variance relief. However, locating a swimming pool, while small in size and defined as a plunge-style pool as proposed, in the front yard is not the only available option. During the public hearing, the applicant stated that they could place the pool in the code required rear yard, but preferred the front yard location. Although the code conforming rear yard is relatively small, there is sufficient space to place the proposed pool. 3. Town Law $267-b(3)(b)(3). The variances requested herein are mathematically substantial, representing 50.6% relief from the code relative to a reduced rear yard setback and 100% relief from the code relative to locating the pool in the front yard. However, the property is well landscaped and screened from the roadway with a tall private hedge. Few passersby or neighbors will perceive the reduced rear yard setback for the proposed deck, given the fact that it follows the fagade of the existing residence. However, locating a pool in the front yard, despite any screening will set an unnecessary precedent for the community at large. 4. Town Law&267-b(3)(b)(4). Evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood relative to locating the swimming pool in a front yard, but not in establishing a deck with a reduced rear yard setback. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief relative to a reduced rear yard setback is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the construction of a deck measuring 15 feet by 16 feet, while preserving and protecting the character of the neighborhood and health, safety and welfare of the community. Denial of the requested relief relative to the placement of a swimming pool, measuring 10 feet by six feet, in a front yard location, is not the minimum action necessary to enable the applicant to enjoy the benefit of an inground swimming pool, while preserving and protecting the character of the neighborhood and the health, safety, and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13,motion was offered by Member Planamento, seconded by Member Dantes,and duly carried, to GRANT the variance as applied for relative to the reduced rear yard setback of 17.3 feet,as shown on Architectural Drawings labeled ZBA-01 to ZBA-04 prepared by Anthony M. Portillo, Registered Architect and last dated May 23, 2024, and, DENY the variance as applied for relative to the placement of the inground swimming pool in a front yard location. SUBJECT TO THE FOLLOWING CONDITIONS: l. The applicant shall submit an updated, stamped, site plan to the Zoning Board of Appeals, with the pool removed. All other design features are to remain the same. 2. All rain water runoff from the existing dwelling and proposed additions, and from the existing irrigation system, shall be contained on the subject property in compliance with Chapter 236 of the Town's Stormwater Management Code. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void Page 4,June 20,2024 #7905, Fisher SCTM No. 1000-18-1-12 That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Planamento, Acampora and Lehnert. (5-0) Leslie Kanes Weisman, Chairperson Approved for filing 6 141 /2024 FEB 1 9 2AUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o = „ Town.Hall Annex - 54375 Main Road - PO Box 1179 o • {; Southold, New York 1 1 971-0959 1 ti Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(a?southoldtownny.aov -seand rQsoutholdtownnv.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Q a e c`T'c 1 Electrician's Name: Qc(z:► 0 License No.: I-`�� �,.� Elec email: Elec. Phone No: qtj `Jq-G p 5a N I request an email copy of Certificate of Compliance Elec. Address.: l-I%() 9,o0 o\j9 V , S�C, �l��q tq. q-jct JOB SITE INFORMATION (All Information Required) Name: fvS`-,-e� Address: �pr> S �ota c� ©�k�n�' Cross Street: Phone No.: 405 i bct b 6 6 g Bldg.Permit#: 5 i �) email: Tax Map District: 1000 Section: 1`; Block: o\ Lot: X q BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): :200 Square Footage: I Poo O Circle All That Apply: Is job ready for inspection?: YES NO ffRough In Final Do you need a Temp Certificate?: F1 YES NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[]Fire Reconnect[]Flood Reconnect[]Service ReconnectQUnderground Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION c: fN'' llfla?L ILD NG DEPARTMENT- Electrical Inspector � DEB 9 9 ?0� � ectr nsP TOWN OF SOUTHOLD r l Town Hall Annex - 54375 Main Road - PO Box 1179 ,} Southold, New York 11971-0959 „ � � .����.✓ Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh@southoldtownny,.gov - seand(7a southoldtownny.Qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date- �� a Company Name: -cp�<ko ;F-\-e 0 7 r k c Electrician's Name: EDP kNAN Q c�, Q License No.: L- yy Elec' lec email: Elec. Phone No: j- �p � [rI request an email copy of Certificate of Compliance Elec. Address.: l"130 ©© ee -L 4 JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: `s 1 15 Get . 0 !� 6 Bldg.Permit email: Tax Map District: 1000 Section: 1 Block' © Lot: X q BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage:}O Circle All That Apply: Is job ready for inspection?: YES ❑ NO ffRough In ® Final Do you need a Temp Certificate?: FIYES NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[]Fire Reconnect[]Flood Reconnect[]Service ReconnectQUnderground Overhead # Underground Laterals 1 FJ2 H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets G A's 1 Surface I Sconces �11, H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC I AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments qnectoA l5 C E I U E BUILDING DEPARTMENT-Electrical 2 5 2025 �0� GGy �4 TOWN OF SOUTHOLD y = Town Hall Annex-54375 Main Road -PO @T®��b�9ieparfment �o ` ��, Southold, New York 11971-0959 d1 of Southold Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: FlsftF�1C__ Address: 295- YUEJ r\IG-s R O. o!Z(C-N-r _ 1111S-7 Cross Street: Phone No.: 4 04 "7a I(o BIdg.Permit#: AS aui t,T 1 email• r-�,s h cf- p bknttim gnu eMel , cc Tax Map District: 1000 Section: ig Block: I Lot: /Z BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): pe re-rrA-L FrNis�j�j 04SrmA t36-3F-Mrthf/— tldOI" 0441> I/Z td/}Tµ I'S� F-1-rx"< Square Footage: Tis Circle All That Apply: Is job ready for inspection?: YES❑NO ❑Rough In 2-rinal Do you need a Temp Certificate?: ❑ YES[�'NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: _ A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: FF e it 1W x 9 = Z GCf PAYMENT DUE WITH APPLICATION �-a5-a5 E C u � BUILDING DEPARTMENT-Electrical n ecto UL 2 5 2025 O G TOWN OF SOUTHOLD � y Town Hall Annex - 54375 Main Road - PO ��3 � %)epaulme,t Southold, New York 11971-0959 T11n of Soutl,ald Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: . I � Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: R.rc.F_for Kb r-(,Vkr-2 Address: 29 5- Y&J r\l(r-S 2 D, p R r C c-t-T- Py 1i IT S- 7 Cross Street: Phone No.: k [L 4—4S-& --70 l L BIdg.Permit#: ps 3tl1UT l email: r�'rshc.f ►'►4h4 .eMz- • Co �-. Tax Map District: 1000 Section: i Block: I Lot: /Z BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Pf}2Tr(}L P(14 f�Fzl� 0-44 f7ftSi✓MrLh� $ PTy RCUiti (iLhl� 112 u q-TN- !ST �� Square Footage: 250 Circle All That Apply: Is job ready for inspection?: YES❑NO []Rough In �nal Do you need a Temp Certificate?: ❑ YES�10 Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals M 1 R2 H Frame Pole Work done on Service? Y ON Additional Information: FF C wit IUCI X 2 = J 2 GU PAYMENT DUE WITH APPLICATION S 9-w &L# k� 06 oc PERMIT# Address: Switches` III Outlets GFI's tl Surface 1-ti- Sconces l H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments hyA C6 Sf.o ke- THIS 15 AN ARCHITECT'S SITE PLAN 6 15 SITE LAYOUT NOTES: PROJECT /_ Z_O_NING IPAIA N22°06'10"E 1 SUBJECT TO VERIFICATION BY A LICENSED _ - W 3 Y SURVEYOR. THE INFORMATION TAX MAP 1000-IS-OI-12 r w a Ix F• fi. �;It, -e�1' el' • _ REPRESENTED ON THI5 SITE PLAN IS TO THE ZONING DISTRICT z o w�' .:i �:: p1' lj: ey:• e�,;. ems,. ,.. rr. ARGHITEGT'5 BEST OF KNOYVLED6E. R-40 NON-CONFORMING .•S�1. ,4 f°"o :r7° �i° i ° 'ti:;,• .r';. &:% ^ tj .:i. .:1 •U s a Woi + 5.1 .°.l 'a lh°.-r,l° s•,t°°:s 'e9 1 :"" oi?; y �i� :i s : '' - - 0.5 ACRES a n o w 'a•7+.. �%) > ' b i' '{'' 2.SURVEY INFORMATION YVA5 OBTAINED LOT AREA f g, FROM A SURVEY DATED NOVEMBER 2T, GofO - SINGLE FAMILY p 2015 AND PREPARED BY: =J '•,sr DWELLING W/ATTACHED 025900;AUGUST I8, lel"15 LL o TRUE POINT SURVEY GARAGE AND 5GREENED-IN o w J a 409 LAKE AVENUE PORCH w x >w ��¢ma %i rF SAINT.TAMES,N.Y. 11'180 00 l--a 5 w ''rv'zrw',e ••�;:, +�+' VARIANCE APPROVAL (PRIOR) 4361;FEBRUARY al, I�I�ib -> TELEPHONE: (651)612-2451 °z o a a RIO-c15-OO90 0 a w j•:•;o m SUFFOLK COUNTY HD APPROVAL 3 BEDROOM a a z o a APRIL Igg6 w a LL x 20'SECONDARY FRONT •^% FLOOR AREAS PER 501dTHOLD TOYdN-60DE;-SEGTION 260-207(A)(U(b) z o IS x YARD SETBACK EXISTING ------------ z >�z Z. SEPTIC EXISTING EXI5TING U o a F j U -f° APPROXIMATE HABITABLE 6RO55 p 3 ,t:•wti' LOCATION SPACE AREA $ m amwa N o % FIRST FLOOR AREA l81 S.F. 1,104 S.F. SECOND FLOOR AREA 581 S.F. 581 S.F. N w K a c�z z� �•. 0 2 0 w¢m K' o ow3>zz I' AREA TOTALS 1,368 S.F. 1,685 S.F. or- u;;% � 14.3' wWpNU ¢Z���w-• PROPOSED PROPOSED s�Poae HABITABLE 6RO55 x z cr SPACE AREA Fwx 1' zoo- +_ SATIN6 I RELO PR�Y�� FIRST FLOOR AREA Ip27 w S.F. 1344 S.F. _ w`-' VEL 1 PROPANE NE TANKS ��°II a o a ^a . DRIVEWAY I 6 C-OMPEN50R - - --Y - _- ..__. SECOND FLOOR AREA 814 S.F. 695 S.F. 3 o'oa c°o EXISTING+/-20'HIGH s ARBORVITAE AREA TOTALS 1,541 S.F. 2,039 S.F. r.; PROPOSED EXISTING o ee DORMER SGREENED-IN _ PORCH M u 50UTH0LV.TOWN C, 280-207--( EXISTING ENTRY < +j .o& STOOP I m LOT SIZE/AREA IN ALLOWABLE TOTAL w < � 12 311.4 S.F. 2 31'1.4 S.F. EXCESS OF 10,000 GFA 6FA U o U ° (b) LOTS CONTAINING UP TO 5,550 S.F. m O Ex15rINs Q 20,000 S.F. MAX. � •,t.5,o, 2 STORY DWELLING ALLOWABLE S.F./PLUS Q O 2389.-I S.F. 2,03 r- 12.5% F EXCESS LOT 2,100.0 5.F. 289.-1 S.F. 9 S.F. DOR m ai PROPOSED w U ,$o MER � AREA OVER I0p00 S.F. •�.rfe� tN Pam.._-._�"_ \ ---- /r + jam•' PROPOSED ZONING REGULATIONS MAILI�I)!L)-1aAlG- as; MOOD DECK WUTHOLD TOWN CODE"-280=124-(G Q r`�°,• 5'01 EXIST. PROPOSED COMPLIES •' g .10 Q PROPOSED POOL DRYY+lELL; MIN. PRIMARY •Ir's`t�o" STORY ADDITION'PROPOSED I �0� REQUIRED MIN.IO'SEPARATION FRONT YARD 35.0' 38.b' 38.6' YES 'p _� FROM POOL d 5'FROM MIN. SECONDARY fop- PROPERTY LINE 20.0' 37.-I' 3-1.7' YE5 FRONT YARD MIN.SECONDARY ' r,L FRONT YARD 20.0' 49.8' 21.4' YES MIN. REAR YARD 55.0' 1-1.3' I5.-1' NO .1,,•.� F- er 0 1 p u 15.1' MAXIMUM HEIGHT 35.0' 22.11 22:1' YES LL m PROPOSED I Z ,r`•• w I PATIO• :q W52 N Z GRADE `- LOT COVERAGE _ --- -- _ F= PROP.POOL EQUIP.AT A "-....__-__ - ----•-- Q Z Z N m MIN.5'FROM PROPERTY SOUTHOLD TOWN CODE--28p-124-(B3--" Li Q O • °z", m - PROPOSED 4' PROPOSED ° LINE WIN SHED LIKE � %LOT O STRUCTURE DESCRIPTION(FOOTPRINT) AREA q J HIGH POOL FENCE POOL 10'xb' �s ff �. / / ^--` COVERAGE O N 20'SECONDARY FRONT) W/-I"STONE `URRO S EXISTING 4'HIGH HEDGE TOTAL LOT AREA �231-1.4 5.F. r ' YARD SETBACKo EXISTING DWELLING W/ATTACHED CL 1341:0-SF. 10.9% ,xt 117 �.. �+ S 0 _ GARAGE & S.I.P. s EXISTING 4'HIGH HEDGES r '+s)' w;o y (' ,+ yr �= O �3r• E` `.1 'h: / r EXISTING ENTRY STOOP 37.0 S.F. 0.3% + cc :. ' a7 %:T1!.°+�i-.'�.'4°°�1e PROPOSED DWELLING ADDITION 240.o S.F. I.q% _ 84 "'•!, FROP05ED WOOD DECK i 159.0 S.F. O a.. "r ADDITION 511.5 S.F. O.-1% �T PROPOSED PLUNGE POOL N pp �P,gr � Y U 512° G 5 TOTAL AREA OF ALL STRUCTURES 18b4.5 S.F. r' ,,� a5 '20"W. PROPOSED SITE PLAN , ; ,.,. thq y^ o a c N MAXIMUM LOT COVERAGE ALLOWED: 20% ,� SCALE: 1" = 15--0" �.� r OENERAL SYMBOL KEY: 4Z J Y wax EXISTING TO REh7AM NEW FONIDATION WALL zo=mm3 �Q I p J I�EW WOOD FRAFE O'-IO• N N aW O Z - I I odoQF =Q rmaccaoe roI I ? m a I m_ag>w> OOx ZJi•1 RIIO0A7® I _ ?x x x N EXIST, n OARAOE PROPANE TANKS I u0i a as z 0= EMSTM NQ2�cxi 4�SHOPMN oLLoQx I` I `>�ZZ3 0 Z w O w Q I o ows�o 0 ELE TM BC NI'm Q p W O N p N d S w Q VTec I � ¢ a x�x m ¢w om r a _ W z za a ;It c�zZ� o w -Z a zz •u. ESL I — — LEL— — LL M o�ro @6p ODIPIEO >Tti0• DIs �30 p m O Tr�. NEIBIff 0 aey. aw � PAST, °'i' W%9-7?SµP z a S w x F0 u. o pl I04 Y-�LXIN<l�Blff. Q a Q O- J V r g w~w Z U FROr09lD pY = N N 1 0 r w ulaoa FY 13,3 a c0> FROOVE tEW•.K.ONCE AT a 9f. Sam OP PRM DOOR EXISTING STEPS• 101 FUPIr ON ED>Q9}LT. 1 L— EXIsnNG STOOP EXIST, O IXISTING T 9P. mr. 1 FrA- TJ � F KI=T ATHROOM U 6�I. Sp. a) W (PROPAW.J O EXIST.LNS _ROO M M � 41E er. I War. MODIFIEDVGf& ' O nroPos4EReo I aEZE29H al er. F ^^�� /I ICJ ❑ I ) cr+ I FROP.rnOo I was ❑ I F- NAWM TO 009TM9 ❑ dLOO STAIR � EIL �———-1 FROP�9®NoOo 4 ❑ s `YMLT®GEILIN9�l L�j• II'c•PO ENI61®T \ I I I Q `NW TWA ❑ I I I I j fy Z O } L� 1 ❑ I I I III = � Z � N 0 zW El El I ► I I a � O PROP. � LP v a PROPOYD GAS d.WU/l� J ` � o tn PIfEPLAOE(FROPA/PJ �F�YLsS A 4�'� � PROPOSED dJ7E5TO/E FtllNEE FOOL eT 90AIQ' ;v-"y aS I f` r�4�`R '� a YIFOIUM PLYNSE•NYXb'- ,P PAno.BRADE 4111'oEEP -0• + b'-0.�. •-0• TYP.STOW LEDGE "���"". /j•�e >_ . r N PROPOSED FIRST FLOOR PLAN PROPOSED SEGOND FLOOR PLAN ,. N "g �;, c; N . ��; > m tea_ _ SCALE. 1/6'= 1'-0" 5GALE, I/8° I'-0° ,�• Y Ewa¢ m FZFQ y~jy0 W Z p w~ O Z J 2 O J¢Q W W W J Q ma woo3w mo wa ¢ o z OQuI Q azoQ W x m Q E LL 2 PROP05ED CEDAR a LL U SHINGLE5 F o w z.11 11 11 H I ii 111 11 111 1 ffillill III ill I Oosw a � I Hill III Ill III Ill 111111 m a o a W Q Q WO o NHill HIM O pmj F wQ W Z Q W Q O Q Z Z. t F -k>.Q o ow¢3�z ¢xtQo W woZ Q W Q O z¢o¢a N w nm = o-'^Qc~i�a (V o O1 wzow¢ 2 t�v W W.o- YOUNGS ROAD a �i l o oo m coi ® PROPERTY LINE PROPOSED HARDIE FF11 I p LAP SIDING DODD 4-1 11 11 wil I 1 11 WE5T ELEVATION (PRIMARY FRONT) G) m 5CALE: 1/5" _ V-O" •— + U � Q c� a- p Q 0 a m � ZO 0r w � Nz = z ~ N zz = Lu Q >-oR Lo cr rn O N J Q �A�x cq NORTH ELEVATION (SECONDARY FRONT) SCALE: I/5"= V-O" ✓ ��¢�� S'll a Cr � o a a z QZ N J Y m w Fz�Q U J K K Q Q U Z p W Z U Z J U Q Q m 41 O.U.1�Qf J 0 p 12 zw ?pFYw c.)o oo3w mk_'}gW oxzJ� 11 Hill EH LEE J Oill O Q N o N U Q w G =azQWx f Q m p LL O w_ 'n aoLLp z zV3 0 1 Will Will 111111 glil 111111 111111 11111 11IT11 111111 111111 11,111 ill 111111 1111 a z w p w Q a uwia¢w¢ Q o w o N 0 billuilunu 11 ,110,11UHIlu imll Ell ~ wQ W �zwQo o Z W¢R=Q 0 o aw3Zz mx ao LL W O N W QN~CQ3R PROPOSED PLUNGE POOL BY N w 3 Q a "SOAKS" 10'X6'X4'-I I" DEEP w z a-p p ga�wx z U U cr Z N W n O a g n p mu xw� LL ti H p � I ----------J W EAST ELEVATION (51DE YAR7) L-- SCALE: I/W_ 1'-0" U N m C Q cn d. p 55' REAR YARD SETBACK Q FEI a ZO r W N Z = z ~ u Mw IL Q OE Lo rn O N REAR J PROPERTY LINE ,y±D� � o r;i M. ��104 IL IL cq SOUTH ELEVATION (5EGONVARY FRONT) 50ALE: 1/6" _ 1'-0" 51TE LAYOUT NOTES: _ _...-•----`--- -------- w <c a: PROJECT/ZONItyGD_AT4-._. Q I. THIS 15 AN ARCHITECT'S SITE PLAN d IS ------- Z rl.:J. - .°r% -,1 . � � - SUBJECT TO VERIFICATION BY A LICENSED x :�f::..- f •'- ,' P � ti,>1 ev p: rt ."!r H '`es��lj Sid:yir' SURVEYOR. THE INFORMATION TAX MAP 1000 18 OI 12 a r w a o REPRESENTED ON THIS SITE PLAN IS TO THE 3 2 z p w ZONING DISTRICT R-40 NON-CONFORMING p z x a ARCHITECTS BEST OF KNOWLEDGE. s ` N22`O6'10°E o cpi =a a g0.19' rib i -, •j,rrti ll ',.�a;;yg 2.SURVEY INFORMATION WAS OBTAINED LOT AREA 0.5 AGRE5 w l 'e•I ~ O m Z a W t "`'• !�;, s FROM A SURVEY DATED NOVEMBER 21, Gofo -51N6LE FAMILY a J i• v 2016 AND PREPARED BY: m ¢a¢m : ,,poa n DWELLING W/ATTACHED i LL x a 25g00;AUGUST I&, IggB < d TRUE POINT SURVEY 6ARA6E AND SCREENED-IN - w W W z 40q LAKE AVENUE PORCH Q H F in a r SAINT JAMES,N.Y. 111&0 m m W a 3 a ='rx�.% VARIANCE APPROVAL (PRIOR) #4561;FEBRUARY 01, Igg6 a a 5 E I r '`� TELEPHONE: (631)612-2451 ='= �ti m r*6• SUFFOLK COUNTY HD APPROVAL RIO-q5-0090 3 BEDROOM ¢m a a z o APRIL Iggb o m a x a LL x 20 =G0\DARY-�c0\- - - 3 o zap x q FLOOR AREAS PER TOM CODE,-5EGTION-200-20'1(PJ(I)6) � z m 0 o x o "AFC 5=-�AGG EXISTING --------- m a? a z 3 7,�a SEPTIC EXISTING EXISTING i W w '¢2 W a APPROXIMATE HABITABLE GRO55 zo g3 'o oa�w, LOCATION s SPACE AREA � mw JO p W pip axx¢ FIRST FLOOR AREA 18l S.F. 1,104 S.F. x"LLo a w n•wa f r, ¢ SECOND FLOOR AREA 561 S.F. 5&1 S.F. g m a z G z °:i I Z acpi a ow3Zz S��ro�e Iq3, 4 AREA TOTALS 1,36b S.F. 1,685 S.F. g W t� p m p Bldg Sept copy from Z6A PROPOSED PROPOSED a W��I Final rgbiowed do oUf ► HABITABLE GROSS Z m T.aff jr+•." SPACE AREA ZZA Me4 Z�w EXISTING RELOGPTED ''r'4_am � Date: G�{ ) FIRST FLOOR AREA 1,021 S.F. 1344 S.F. N N. w o . . � o x �.¢o t°e 1 PROPANE TANKS o p p a p DRIV eRAWAY 1 a SECOND FLOOR AREA &14 S.F. bq5 S.F. EXISTING+/-20'HIGH ARBORVITAE AREA TOTALS 1,&41 S.F. �. 2,03.1 5.F. PROPOSED EXI5TING DORMER 5GREENED-IN ors, -,d;••t - PORCH - ----- -- .fare% J o SOUTHOLD TOWN GODS 280 2�-(A)(I)-- - EXISTING ENTRY 4 - - ... -.._-_. 70 'If w STOOP m LOT SIZE/AREA IN 12311.4 S.F. 2311.4 S.F. ALLOWABLE TOTAL 3 ' \ 1 EXCESS OF 10,000 GFA GFA U f EXISTING Y '} (b) LOTS CONTAINING UP TO 3350 S.F. (WD *.r• 2 STORY 4 20,000 S.F. MAX. 4-J ��`"!.;•:; DWELLING d ALLOWABLE S.F./PLUS PROPOSED 12.5%OF EXCESS LOT 2,100.0 S.F. 2Bg.1 S.F. 2,38g.1 S.F. 203q S.F.w DORMER d AREA OVER 10,000 S.F. U - -- - -- --- - Q PROPOSED WOOD ZONING REGULATIONS.MAIM BUILDING--------"--- U) ^•�rya• DECK APPROVED W r.. BY ze'i TOWN GQ ' --- ---DE 280-124(G)--d-_-7 !50UTHOLD QD� EXIST. PROPOSED COMPLIES EXISTING FENCE / JUG O MIN.PRIMARY 55.0' 5b.6' 38.6' YES r3,'iti PROF05ED I STORY %.f• ADDITION --_— a FRONT YARD 2024 MIN. SECONDARY APPROVED BY ZBA FRONT YARD 20.0' 31.1' 31.1' YES �`` ----- T- -- - 2®NINCiBp ApP MIN.SECONDARY 'BOARD®F 20.0' 4g.&' 21.4' YE5 RONT YARD MIN.REAR YARD 55.0' NO Y'• I y Q - - - --- - - MAXIMUM HEIGHT 35.0' 22,1' 22.1' YES ,,efti+. _m PROPOSED '<!. Z O PATIO® " ' u Z Q Ji GRADE 'fr.'i^ti, - --- - _. W N : LOT COVERAGE_: ---- ---- -- H - f 5 a m SOUTHOLD TOWN GODE280-124(B)- -- - - -- N p W f..o:. 0 tY w;::', - - DESCRIPTION(FOOTPRINT) AREA %LOT u) `�f COVERAGE O N SGGG\7AFY=F0\- "AFG 5E-5A�e ,err,; 4• EXISTING 4'HIGH HEDGE TOTAL LOT AREA 12,311.4 S.F. LL EXISTING DWELLING W/ATTACHED 1341.0 S.F. I % � ��� T` p 6ARACE 3 5.I.P. O.g `� !��`q PC) s � o ' ''r;: -• a; °; ''° 'i°ems, y EXISTING 4'HIGH HEDGES EXISTING ENTRY STOOP 31.0 S.F. 0.3% :��, '' +°'& a PROPOSED DNELLIN6 ADDITION q0 240.0 S.F. I.g% PROPOSED WOOD DECK o .', e�'•, _J :° 15q.0 S.F. 1.3% ^::`e,' _ ?: ..r 'rr lJr.::1•'.° `� ADDITION o p o TOTAL AREA OF ALL STRUCTURES Irn.O S.F. 14.4% � Y0 UN 512`54'20"W PROPOSED SITE PLAN MAXIMUM LOT COVERAGE ALLOWED: 20% SCALE: I- o a ti GENERAL SYMBOL KEY: z W Ss m MASTINS To RBMIN �� NE34 FOUNDATION YW.L =QN w d¢ol,I z zr3 NEE P40M FRAFE 0'-I0' cOi S Q w U j K N O W a I N T U Z�U E Q ¢mi i w j V I� � N N�Fina ¢ W U 0 3 W m_�3w q i3 oxz�w EAST, O FRO�TANKS I x I w¢ < J ax¢y GOSTINB c n rWa OUTDOOR x aLLx IF4 3o f °SHOWER zo¢wx I" N 2z o J OzQ o i3 o oa��� mcTluP � y W � O w O N a I•>E�et I � _ 'a ca a �r5orn 2<W Q O m NO (72 F=O a ¢ d zrz e LP. 0 ow3z fd O W.Z x O5rpo: BATHROOM SE D O2 >T-0'CSILIN6 O N U NeONT ¢z r z r _ 'RID er. Q i•� I 1114 SP OAF CIRU11e�IfIBNT. m a a 5° o w x p T-0 OR HONER r r n d Z a c� EVICT T `� r�l�'•� T N N O W N 6 O d PP04M NG'I SCONCE AT SIPS or rRONT DOOR EXISnN6 STEPS• Lo S%IST. S%P.T. pY16t IF OIL D _ E STIN6 PVICTN_n �� Imo. O 50mall-M EXIST,256 Sr. 4—j — 61 Gr. 1D 1 1 I EEC.W057IINS FI AS EFL.A NB fd A I 0 O TJ ITROPANPJ �_��J !E + O FROST.LMNS BAST, MN6 U ROOM M65P. MODIFIED CD D. I � I F- 1 -- Q HATCH TO EXIST[ BLLCO STARE _ � I PRor `PROFOSW YIPOP vs. p II1-0 s LvAI�„��ILINaa � � roINIB,6T \ ON. , 1 \ _ 9 Dept copy from ZBAM Q w O i Z = F-' c - Z w Q o `, Q rROP. MTIO o GRAM _ -- —--- Lo --- - ❑ 0 —- erovE —T N a) b.°` J rROrOS®6A9 0 U. 9.1oUNe .�L_ y^ (n 5 'f .~-Ike T"'Il i"e''' O CL [(�( -' a '•� )1 C4 O PROPOSED FIRST FLOOR PLAN PROPOSED SECOND FLOOR PLAN 0, SCALE: 1/5'_1'-0' &-ALE. I/8'- I'-o' d•� �;�a a o a N 2 N W .L m y,0 o F zp 0 a r o �aa W U NNW H u C Z J= � s �aQ¢ui N O J¢a F Q W Q N¢F Y W � N O�oma w ¢ inwn¢W i3 n tsE 3 O ¢ 2 0a 0 a y OZ y:n Q Saa W 2 PROP05ED CEDAR ter ' z o N ciio¢oU SHINGLES--'\ ua o H a Nf Na¢tia axx¢m o W a p • � I W— O i Y YOUNGS ROAD ® ❑ EH IDIO PROPERTY LINE 0000 ��o - 0 PROP05ED HARD I ELL LAP SIDING 01300 WEST ELEVATION (PRIMARY FRONT) ( m SCALE: 116"= I'-O° U Q v) r2 Q CZ) 0 W (nZ O Bldg Dept copy from ZBA � Zz Final reviewed doc is NIn Lu ZBA File '790 tL o Date: 6,/coo/02 Q 0 O N j a. rt I b` ��i��l=�rrt:'i 1 4 v NORTH ELEVATION (SECONDARY FRONT) 6�®a ®, � � ✓� '�` SCALE: 1/8^_ V-0° N Z N Y z Z I-In 0 0 oz=a yyow zoo = i c osa --'1--- w w 0 o 3 w LELI � -�--.1 ,�. I i ,L�J-:�-�.-- i I`�I i '- a 3 a o x rz '� zfwa~c o a r ii ii I, o mow ¢ ¢So3 MIT 7 N N a m N Q ow�—o a 'pia axsmm �I❑ �w o 65 Z.8 T� G-iU �=K}a ELTL=jj LLOOho W--=2w mZt'QO z¢oaa \ N O m H} N W In6 Od H o O a U EAST ELEVATION (SIDE YARD) N L SCALE: I/W- I'-O' D -r-t +' _ U •� m U � Q cn 55' REAR YARD 5ET5AGiG 57 Q yl Y D=L - - - 0 r� Bldg Dept copy from ZOA a F104L I❑ ZBAiFf e/# 77grD 'to LLJ = zo r - Date. &!ate/a = ~ - z W 7 o 1. 1 _ ¢ rn O N 1 REAR _ PROPERTY LINE �, a a !` a SOUTH ELEVATION SECONDARY FRONT 'A SCALE: ve' = r-o• w - o a� I (1)UNAUTHORIZED NA TTD HEREON ALTERATIONTERUN ONLY ADDITION T PTHSOr!FOR IS A THE SURVEY OYEISSECTION 72 9 OF THE ON NEW BEHALF OSTATE EDUCATION TION COMPANY,LAW. (2)DISTANCES 944O CY FEEO FROM CPROPERTY TON LISTED HEREON.AING�UCn�ARE FOR ES OF ECMC LENDINGMPSEE AND ARE NI NOT TO BE USEDi1RE NOT BUSH PRPROPERTY LINES OR FOR ERECTION INSTITUTIONS ORFENC SEWENT�5EOF THIS SURVEY MAP NOT BEARINO THE LAND SURVEYORS INKED SEAL ORE SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION AND (5)THE LOCATION OF WEDS(W).SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN WJkEON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS / 400 Ostrander Avenue, Riverhead, New York I1a01 tel. 631.'72-!.2303 fax. 631.'727.0144 cuF I� l5 � U admen®youngangineer(ng.com N �� ' Howard W. Young, Land Surveyor Thomas 0. YVolpert, Frofessionol Engineer / \ , Toe, r ' Dou los E. Adorns, Frofessionol En Ineer fT a' �C?Ct.!.0"L g m g Daniel A. Weaver, Land Surveyor CMF SITE DATA TA v} � / / gortnga&agatas AREA = 12,316 5Q. FT. S / �De '117 now e(7 k or for / �o kin9 4 R beh/y 9� / J $'O0 Q "in9 / l / o p / CN IQJ 80' zy5, O °OM oSllb .401 a9.5, NOFcK / / O try Db lgl, HOG S S TORY / O jo OP l S RY E`-qD,1 OAwF FOUN COA�;SON/ I Oq7 50, �/ I ON 39.5' f / 01, CMF P / RC Iry f I CMF IPF N�o IQ�401/ STON l fr ,l \ /nIf Q/ S 7 HFO FD� Ay �t O I e� eery 14420� SURVEYOR'S CERTIFICATION ReV , , nam4aeneaAtka / CMF oCob/e Tr FARTHRoq f I *WE HEREBY CERTIFY TO JANE FISHER & RICHARD FISHER USATHAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH D PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE OF ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. A,RID / C :0 If z 93IZZ I / HOWARD W.YOUNG,N. . .L.S.NO. 5893 O SURv DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 l obi I I I SURVEY FOR JANE FISHER � / RICHARD FISHER / at Orient, Town of Southold Suffolk County, New York ell N N LEGEND FINAL SURVEY 0 c (prcng,meorinlm BBA =BELGIAN BLOCK APRON —_ County Tax Mop District 1000 Section 18 Block 01 Lot 12 CE =BELGIAN BLOCK CURB g CELLAR ENTRANCE FIELD SURVEY COMPLETED JAN.17,2025 BBC o_ BB R MAP PREPARED JAN.21,2025 CH =CHIMNEY CMF =CONCRETE MONUMENT FOUND CM5 =CONCRETE MONUMENT SET Record of Revisions I EOP =EDGE OF PAVEMENT I REVISION DATE IPF =IRON PIPE FOUND I' FINAL SURVFY MAY OF 2025 MLF =METAL FENCE b OL =ON PROPERTY LINE RCF =REBAR&CAP FOUND IC\ RCS =REBAR&CAP SET / WDF =WOOD FENCE WIF =WIRE FENCE I `s WSF =WOOD STAKE FOUND WSS =WOOD STAKE SET �--- _ _ _ _ m �D =UTILITY POLE MAIN R p q - - 30 0 15 30 60 90 O =WELL D (NYS RTE 25) scale: 1" = 30' a • =END OF DIRECTION/DISTANCE JOB NO.2025-0002 DWG. 2025_0002—fs 1 OF 1 I #018.11 -13 -o r (p N/F KING LOT 9 S70010'40"E 129. 19' i , I , i i WOOD i STEP I I ENCLOSED I 00 � WOOD DECK 49•$ Q Q ! .M' �. LA 1 29.7 CELLAR O o f N DOOR N I Cr #295 'r� CONC O I 1-1/2 STORY <D`�`' I Q O w LOT 12 FRAME , a CONC A/C c «1 ir 4 ; , W Z ;30.3'- ❑UNIT O 53.6� Q = 1 i� i � go Q WOOD O i p STEPS N CO i 00 N Z + TIMBER STEP t i UNPAVED DRIVE I , .. ............_._. _....-.- ___-. __._.._ __..__ N/F KING LOT II UNPAVED ROAD r/ i N7-0010'40"lib" 144. 20' i1 (30' ROW) 1 1 N .D O N 1^ oPo p �N woNOTES: �+� 1. PROPERTY INFORMATION SHOWN IS OF EXISTING (rolj CONDITIONS AS OF 11/27/18. 2. THIS IS TO CERTIFY THAT THERE ARE NO STREAMS OR NATURAL WATERCOURSES IN THE PROPERTY AS SHOWN ON THIS SURVEY. 3. THERE ARE NO UNDERGROUND OR OVERHEAD UTILITIES SHOWN ON THIS MAP. 4. THE DIMENSIONS SHOWN HEREON ARE FOR A SPECIFIC PURPOSE AND MAY NOT BE USED TO GUIDE IN THE ERECTION OF STRUCTURES OR FENCES. CERTIFIED TO: RICHARD EDWARD FISHER and JANE B.FISHER DIST. 1000 SECT. 18 BLOCK 1 LOT 12 SUFFOLK FEDERAL CREDIT UNION,its successors and/or assigns LANDS END ABSTRACT SERVICES LTD `' ')Y' ;"�' TITLE SURVEY III. mI L fR TITLE GUARANTEE CORPORATION OF BALTIMORE(SECURITY) Ot "ONLY COPIES FROM THE ORIGINAL OF 295 YOUNGS ROAD THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S INKED OR ;'' J ORIENT i EMBOSSED SEAL SHALL BE CONSIDERED u: TOWN OF S O UTH O LD a - s TO BE A TRUE VALID COPY" v ay "UNAUTHORIZED ALTERATIONS OR ADDITIONS 409 LAKE AVENUE COUNTY OF SUFFOLK tom" TO A LAND SURVEYING DRAWING BEARING A LICENSED PROFESSIONAL LAND SAINT DAMES, NY 1 1 780 STATE OF NEW YORK 11957 _ SURVEYOR'S SEAL IS A VIOLATION OF T E L: 63 1 .672.24B 1 ARTICLE 145, SECTION 7209, PARAGRAPH FX: 63 1 .7 1 6.7 7 Et O ANDRE K. MILLER- 2 OF THE NEW YORK STATE EDUCATION NEW YORK LIC. NO. 50921 LAW" TRUEPOINTSURVEY r,MAIL.COM TITLE #: LE-4291 DATE: 1 1-27-2018 SCALE: 1"=20' i SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION �j Additional ® PROPOSED ACCESSORY STRUCTURE "" v: Q Certification r o Ulred. PROPOSED 2ND STORY May Be Reg w J � �,. .s•.+....�...,..-,..,,..,.,..x,...-�,"- ,.--......,-,.._•.?,.r,�.»,,,..-.-„�. �.. . ,. ...,.� .. _ ,,... w .._,.. � .ram.,. � ", , O 30 R.O.W. 4-, >: co aOv' o4vov' n�'1.: `;v' opv• °w• c°pv•' c4v• `�v• ` v:' v:• v: ,:' •1.°, ..1°� P"�^e°`I`°a '0`°'< `l:opo °" `:o `:e>8 `:'�< °a `e�° `e�°. ,a�.. °a'' °w' �Jv' `w• `w ew `�,: ,p,: .pv: .F vt y: •v:• .v: .v: - ' L z 0 PROFOSED FIRST FLOOR ADDITION , j • o o c� o /� °.p^ °,p^.� .10. ep._000. � w a4�° aB°o vB°a >d. °�'; vo0a �°• v°o0° g° b a b° 1.° °do^`° ° L.L ♦°> �� �° °.p=_do.�°p�P�,.,epas:'p-Pd°o. ao ab6o a®°o "ab°'o ^d°° d 0000 &. v'o0°OP o. v0&.,. 00°0°° °'9° �° .. �R 1/� ...{. °`y � � v °o °„° , , � °ops °ep-P�„� .•,r°., os ,o°<• a°o i°o �<®>'r e., 0000)'°0 oeo�," oQoes„ >oo re° Dees$; oo°"sro; i I (� t- FROFOSED REAR WOOD DECK 0 o p ! O X � N ..tip P•p�1 ° "° "0 ° ° 4 0 ° 0- a 0- '°s0 °n0 ao0 O op' �:�° .�v.°�p.. ° � ., • . ,raga�4e N22°O6'10"E °o O O O 4-� o,a..�o° g0.18 boa ,eo m a-•+ Ll) Cz Daoo�; I PROPOSED 4' HIGH F RO�E�T D A T Q APF MR"D ED A N,DTEQb, .°o 0Dee - Y FENCE AS PER NYS D% POOL CODE °;,.000°p�o�% N ATE: B.P. EXISTING SEPTIC PROJECT a � Y/ ZONING DATA EE BY: o (>7 � ° SYSTEM TO !OTIFY R UILDIING DEPARTMENTAL;<°,\t% �1° REMAIN 31-765 1812 TO 4PM FOR TWE o I ( 0 TAX MAP # 1000-18-01-12 ? d.: 8AM �`o, I, SUBJECT PROPERTY OLL0�,1"+�!G INSPECTIONS: �p 20' SECONDARY FRONT 70 S.r,� r °a YARD 5ET8AGK \Q' ZONING DPISTRIGT R-40 NON-CONFORMING h"; k,l I r ° LOT AREA -+--J PROP. 1 I 0.3 ACRES a' ' !-rS Jt.9Vi i;`JC7& GofO - SIINGLE FAMILY , DWELLINGS, W/ ATTACHED FINIAL CONSTRUCTION MUSt ` #25g00 AUGUST 18 IggB GARAGE AND SCREENED-IN ;.. ` J `} PORCH N BE COMPLETE FOR C.O. REMOVE EXIST. FENCE ILL CONSTRUCTION SHALL MEEt THt'.; PROVIDE I W/ GATE i EQUIREMENTS OFTHE CODES OF RtW,,s LATTICE/FENCING Z I VARIANGIE APPROVAL (PRIOR) #4361; FEBRUARY 07, I�i96 TO HIDE ORK STATE. NOT RESPONSIBLE°FQ� `oo� - ESIGN OR CONSTR JCTON ERRORS` -aa PROPANE TANKS VARI ANG�APPROVAL (CURRENT) #'ICi05; DUNE 25, 2024 b°a4`° I _ U „ o RELOCATED PROPANE SUFFOLK (COUNTY HD APPROVAL RIO-g5-OOgO 3 BEDROOM TANKS 8 CONDENSER APRIL Igg6 . r >0000. I o ,�• � '°TM °' COMPLY WITH ALL CODErOa�o I FLOOR AREAS PER SOUTHOLD TOWN CODE, SECTION 280-4 '-°G EXISTING EXISTING Q LOCATION MAP EW YORK STATE &TOWN C, pad I I 7 REQUIRED CONDITIC� S° F I HABITABLE GRoss A I SPACE AREA SGALE: NTS EXIST. OUTDOOR S011iHOLDTOWNZBA =r'ot P o; EXISTING SHOWER; PROVIDE I o GRAVEL NEW DOOR 1 '�� FIRST FLCL OOR AREA 741 S.F. 1,104 S.F. ( TRUSTEE6p� , 1 °a EXISTINS +/- 20 SECOND FLOOR AREA 525 S.F. 553 S.F. HIGH F A <E Aim a; IM ARBORVITAE AREA TOTALS 1,266 S.F. 1,65-7 S.F. SD 7� &u((yyC I 6p°p0o PROPOSED PROPOSED PROJECT LOCATION & SCOPE L _ � o� ��®OI .O® PROP HABITABLE GROSS ;ragsPO, ENTRY o SPADE AREA SITE PLAN & ZONING DATA b o a GOPORGD EXISTING FIRST FLOOOR AREA al(Oro sF. 1,544 S.F. SCREENED-IN Q PORCH � SECOND F=LOOR AREA 577 S.F. 604 s.�. - GENERAL NOTES o " °off C 00� .DO ° EXISTING 2 STORY AREA TOTALS 1,543 S.F. I,g48 S.F. ENERGY TABLE e'°bc=eo o DWELLING I p I 0 ;roa 40 dg STRUCTURAL DESIGN CHARTS oe"o SOUTHOLD> TOWN GORE 2e,0-207 (A)(1) r1";%F � �y -- C�6QQ�j,QQ HOLDOWN, ANCHOR BOLT, b_°°°® I /- m REMOVE EXISTING FENCE LOT SIZE / AREA IN 12 317.4 S.F. 2 317.4 S.F. ALLOWABLE TOTAL ELECTRICAL / Re EXCESS aF 10,000 GFA GFA STRAPPING, & NAILING DETAILS 1;I"S�'ECnON REQUInED `'-°Pevda PROP' (b) LOTS (CONTAINING UP To 3550 S.F. E FASTENING SCHEDULE I 8�x4 10' MIN. \ f I7•3 °�� PROPOSED POOL IO'xb' 20,000 S.F. MAX. �`w/ 'ITONE SURROUND ALLOWABBLE S.F. / PLUS 0-00-4° FRAMING GRAPHICS DE SEPARATE 12.5% OF EEXGESS LOT 2,100.0 S.F. 28C1.7 S.F. S.F. 1,C14e, S.F. -.0000 FIL ); PROPOSED AREA OVER 10,000 s.F. BEAM CONNECTION PATTERNS EQUI ENT TO BE FIREBLOCKING DETAILS REMOVE, �IN SHRUBS \ I BA MENT. DWELLING LOT COVERAGE o; •'jog a o�10 � SOUTHOLD> TOWN GODS 280-124 (B) A- 101 .00 PROPOSED DEMOLITION PLANS who• PROPOSED I STORY _ y� LOT I ADDITION � DESGRIPT71ON (FOOTPRINT) AREA COVERAGE.'( _ U N. TOri 11 PROPOSED Z o WOOD DECK `'°°°s'° o TOTAL LOOT AREA 12,517.4 S.F. E IS UNLAWFUL. I ° 6 .00 PROPOSED FOUNDATION PLAN 0 T IIT�-�OU I/ lu EXISTING DWELLING W/ ATTACHED O 1,341.0 S.F. r I t osoF p°o GARAGE d S.I.P. 10'g� c� n A' '�1 bop°o Q \ F V��UI� 1��� I coop EXISTING ENTRY STOOP 37.0 S.F. 0.5% ( V C V �� � rra 1 g�' > ° F°°°° Q Q \ X PROPOSED so° } BLUETONE ra>;°� PROPOSE=D DWELLING ADDITION 240.0 S.F. IA90 REROUTE EXIST. s°° WATER SUPPLY m \' PATIO ® I 6 � A- 105.00 PROPOSED FIRST FLOOR PLAN Cd STAIN STOWA WATER RUI'IOFF °' LINE THROUGH \y GRADE a. ;,ae,� \ PROPOSED PLUNGE POOL 55.0 S.F. 0.790 Q 'ra<°`ND O o_6F URSUANT TO CHAPTER 236 o�,Doe; GRAWLSPAGE OF \ J � ,° ,•° PROPOSED WOOD DECK o PROP. ADDITION '°P. F THE TOWN CODE. `H° IgB.o S.F. 1.6°0 `o• ADD I T I ON�f %ragso,`�, - -\s� N o; �� PROJECT: \ PROPOSED 4' HIGH 20' SECONDARY FRONT \r FENCE AS PER NYS ``' ~"°° TOTAL ARREA OF ALL STRUCTURES Ig04.0 S.F. 15.5% °ra°' 8 YARD SETBAGK A- 104.00 PROPOSED SECOND FLOOR PLAN o� POOL CODE I ' `° � FISHER °�o L� e°. EXISTING 4 HIGH HEDGE MAXIMUM LOT COVERAGE ALLOWED: 20% PLU /1BI�I, ( N� w o• MIN• of -'�<s"a ' � ALL PLUIvIB'svG WASTE. 'ragsPPo I SFpgRg50'', \�� `°` O & L PLUM LINES NEED ' `°°°°• T�oN oM WZ \ `� ADDITION T S°tf"yOBFQ,rECORI► :r�>°���`° I TODRYW� \ EXIST. �` °�° O ZONING REGULATIONS MAIN BUILDING �.. LSD HELL • PROPOSED EXTERIOR ELEVATIONS !�°°ro •o!Doro° a oa `°' °°o" r / `-L O 1 .00 1-°°°° PROPO NS _ �,'• doq v,,°,°° ooeo,° sa ,eon.v°, 50UTHOLD) TOWN GODS 280-124 (G) 5' a' oor 6' a ;o EXISTING 4 HIGH HEDGES ---- 'e, . °°�'� ,p o• � d°A E"°°° m bD v`oDo:°• �s®6d 'o,•d,avo- . - RCERTIFICATIONeJ d e a 1-o ro° obo.z, a ..voo�a;v°° _ PLUMBS -��•� _ pro° oa4 295 YOUNG .°° °�° d ° ° ao. S ROAD „c° ° ° e . 'o pop°, °qo6 d.n' )N LEAD CONTENT BEFORE; °`° CODE EXIST. PROPOSED COMPLIES - o• `0'0.. a d°va re° .v000s o oti6o ° o� .po��^o ERTIFICATE OF OCCUPANCYrao � 'ro` doq° re -` N.Y. oo' oI 4p' 4° d° 1.°°°° !O°`ro° $o'°.°: >6°a °°o�d8�o°o"o;. _°° ,.°�.o°,_. � �o.>•o,°. ,,. ;.od._°° ORIENT 11957 p�°ev 0 1 ro D'p°• 000Gd o°,od9,o°° oo°,o , 00%o° ohs ° m°<•a>oa_v°°o•'�o°g MIN PRIMIARY SOLDER USED IN UtrATER ° FRONT YARD 35.0' 38.6' 38.6' YES PROPOSED EXTERIOR ELEVATIONS SUPPLY SYSTEM CANNOT _ MIN. SECONDARY c U FRONT YPSRD� 20.0' 37.7' 37.7' YES DRAWING TITLE: EXCEED 2110 OF 1/o LEAD. O / PROPOSED 512°34'2p"W Y MIN. SECONDARY PROJECT LOCATION & SCOPE �3ATE FRONT YP�RD 20.0' 4g.8' 36.0' YES t. MIN. REAR YARD A-501 .00 BUILDING SECTIONS SITE PLAN & ZONING DATA NOT PROCEED 35.0' n.3' q.q �No� ^�f DESIGN DETAILS ,= ,.,:; a UNTILSURVEY Or =OUNDATION L0 CATI G S Must provide Manuals MAXIMUM HEIGHT _�L35.0' 22.7' 22.7' YES BE�:i,APP.ROVEDROfi�OSED I TE �� I`l APPROVED) REAR YARD SETBACK OF 17.3' AS PER ZBA #7ao5; JUNE 25, 2024 PAGE: NYS Energy Code I° = lo'-o° DESIGN�-�O 1 °O0 GAS RISER DIAGRAM G-00J. 00 DRAINAGE SYSTEM INSTALLATION NOTES: • A MINIMUM 10' SEPARATION IS REQUIRED BEETWEEN DRYWELLS 8 �- I 0 1 ,0® PROPOSED STRUCTURAL PLANS WATER SERVICE LINE, UNDERGROUND UTILI17Y LINES, SEPTIC Blower door COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER DATE: 09/16/24 1 OF 15 DRYWELLS, AND THE EDGE OF ALL FOUNDATION WALLS and duct':' r • A MINIMUM 5' SEPARATION IS REQUIRED BETWEEN DRYWELLS $ testing requ::-cd. PROPERTY LINES • A MINIMUM 20' SEPARATION IS REQUIRED E5ETWEEN DRYWELLS AND �J- 1 O2 .00 PROPOSED STRUCTURAL PLANS BURIED PROPANE FUEL TANKS. SITE LAYOUT NOTES: A MINIMUM 2 VERTICAL SEPARATION IS REQUIRED BETWEEN THE I. THIS IS AN ARCHITECT'S SITE PLAN 4 15 BOTTOM OF DRYWELLS 4 THE HIGHEST EXPECTED GROUNDWATER SUBJECT TO VERIFICATION BY A LICENSED ELEVATION. All exterior SURVEYOR. THE INFORMATION • CONNECT ALL GUTTER LEADERS TO NEARE°ST DRYWELL installed, re laced or REPRESENTED ON THIS SITE PLAN IS TO THEE<f. • SEE ALSO DETAIL 10/A-401. p ARCHITECT'S BEST OF KNOWLEDGE. repaired SlIall conform to Chapter 1 r2 2 D . SURVEY INFORMATION WAS OBTAINED `� y DRAINAGE SYSTEM CALCULATIONS: FROM A SURVEY DATED NOVEMBER 27, AREA OF IMPERVIOUS GOVE'.RASES (ROOF + BASEMENT ENTRY) = 1,760 S.F. of the Tov'r' Corde 2018 AND PREPARED BY: 1,760 S.F. x 2" RAINFALL EVENT = 2g3.3 G.F. STTORAGE REO.'D POOL DRAINAGE REQ.D = a9 x 60 S.F. x 5 Fr. (AVG. DEPTH) IS G.F. TRUE POINT SURVEY TOTAL STORAGE VOLUME REQ.'D = 308.3 C.F. 40g LAKE AVENUE R ` SAINT JAMES, N.Y. 11750 (1) 8'0 DRYWELL PROVIDES 42.22 G.F. PER FT:. OF DEPTH TELEPHONE: (631) 672-2451 (2) &'(P x 4' DEEP D.W. PROPOSED = 337.76 G.P. STORAGE PROVIDED I I FOUNDATION. CONCRETE. AND MASONRY _- _ I. CONTRACTORS TO VERIFY ALL, DIMENSIONS OF EXISTING FOUNDATION AS IT �� \ MITI O � NOTES � SPEC:I F I GAT I ONiS CARPENTRY WOOD FRAMING MATERIAL STANDARDS APPLIES TO THE NEW WORK BEINCO PERFORMED AND SHALL COORDINATE THE 1( N IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION!DOCUMENT 61NDED I. ALL LUMBER SHALL BE DOUOLAS FIR LARCH #2 4 BETTER (Fb = 575) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF F -_ -OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. INSUL. INSULATION __j TOGETHER AT ALL TIMES. IT IS ALSO THE IARIZA(:TORS RESPONSIBILITY'TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING BD. BOARD SPEGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2• ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE,MODELING, OR TE5TIN6 BY AN APPROVED 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL d 8" MIN. FOUNDATION EXPOSURE. AOENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BFE BASE FLOOD ELEVATION INT. INTERIOR GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/SQ. FT. U.O.N. K KIPS (1000 LBS) M GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT BLDG. � BUILDING I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINIED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb% UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS Lu APPLICABLE BUILDING DEPARTMENT. I5 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'5 WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS OTHERWISE NOTED BM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS ILL! CD 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAIN LIKE MANNER. 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TEGO" OR APPLICABLE AS A DERIVED WORK). B.O. BOTTOM OF (y) ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. ___- MAX. MAXIMUM EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, CLUED LAMINATED TIMBER, Q :t (V STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. BOT. BOTTOM MECH. MECHANICAL L0 PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS �- � C 07 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL UNTIL I� TIER OF FRAMING IS IN FPLAGE. B.O.W. BOTTOM OF WALL MIN. MINIMUM O Q '- -3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING AND AUTHORITIES HAYING JURISDICTION. RULES SPECIFIED IN I.I THROUGH I.B. 7. FOOTINGS TO BE POURED GONCGRETE OF SIZE SHOWN ON DRAWINGS. = _ 0 G.J. CEILING JOIST 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUBS, NAVD88 NORTH AMERIGAN VERTICAL DATUM OF IQ88 �-+ OF THE OWNER/BIJILPER U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC, TO BE FILLED L z v- INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED SOLID WITH CONCRETE. COL. COLUMN NYC, BG NEW YORK CITY BUILDING CODE a O N Qi 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" SEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY CONT. CONTINUOUS O.G. ON CENTER V_ U d 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE q. ANCHOR BOLTS SHALL BE IN AkOCORDANGE WITH PAGE 6-005. O x0 +L) CV SHALL BE CLARIFIED WITH THE ARGHITEGT/ENCINEER BEFORE PROCEEDING 8• MIN. HEADER TO BE (2) 2"xlO" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBL. DOUBLE WITH THE WORK. GRADEMARK SHALL INCLUDE AN EASILY DISTINOUI5HABLE MARK OR 10. ALL CONCRETE TO HAVE AN UJLTIMAT'E COMPRESSIVE STRENGTH AT 28 NOGG. OCCUPANCY O Q 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL 5Y5TEIM SHALL BE MADE g ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DAYS OF 4,000 P.5.1., U.O.N. � Q m a-+ � UNLESS APPROVED BY THE ACD RGHITEGT/ENGINEER. P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. DFE DESIGN FLOOD ELEVATION - 7 O.H. OVERHANG c CV O 11. GONG. SLABS TO REST ON MIN.. OF 6" FINE GRAVEL OR SAND WITH DIM. DIMENSION Q 0 a Q 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION A17H FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: CLUED LAMINATED TIMBERS SHALL MEET b MIL. POLYETHYLENE VAPOR BARRIER UNDER PBFE PRELIMINARY BASE FLOOD ELEVATION BEFORE THE START OF FRAMING ON PAGE 6-003. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I qO.1 STRUCTURAL GLUED LAMINATED D.J. DECK JOISTS ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 12. COPPER FLASH ALL JOINTS WHHERE SLAB ABUTS FRAMING. P. GONG. POURED CONCRETE 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 15. BRICK VENEER TO BE ANCHORED WITH COR-RO51ON RESISTANT TIES - LE A. 1 EACH PL. PLATE q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRtECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 (1) WALL TIE PER (5) 50. FT. n , 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX CRAVE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING I ELEV. ELEVATION PLYWD. PLYWOOD W 10. OWNER/SUILDER ARE RESPONSIBLE FOR ALL INSPEGTIONIS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 0-005 AND CLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EQUIP. EQUIPMENT L_ CERTIFICATES, GERT. OF OCCUPANCYRESPONSIBLE OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE 60VERNING BUILDING CODE AND ANY ADDITIONAL MAX. 32'-O" O.G., TO DIRECT ANY' CONDENSATION TO THE EXTERIOR. P.T. PRESSURE TREATED 12. EXTERIOR 5HEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHON�IY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. 15. APPLY (1) GOAT OF TAR BASEID WATERPROOFING TO EXTERIOR OF FOUND. EXIST. EXISTING REQ'D REQUIRED AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN FROM FOOTING TO 2" ABOVE FINIISH GRADE. 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES EXT. EXTERIOR -I--j PERMISSION FROM THE ARCHITECT. RISER PERMISSION UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF 16. NO CONCRETE OR MASONRY NORK 15 TO BE PERFORMED IN TEMPERATURES r l 12. THE ARGHITEGT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF OF 40°F AND FALLING, UNLESS AEPPROVED BY ARGHITECT/ENGINEER. NO F.A.I. FRESH AIR INTAKE RM. ROOM V - - 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 8'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS CONCRETE SHALL BE PLACED ONI FROZEN SURFACES. F o,R FLOOR AREA RATIO n1 SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. R.R. :1I ROOF RAFTER W 13. THE CONTRACTOR SHALL OBTAIN GE'?TIFIGATE OF OCCUPANCY. 17. NO ADDITIVES SHALL BE PLACGED IN CONCRETE UNLESS SPECIFIED BY i M 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE ARCHITECT/ ENGINEER. F•A.V. FRESH AIR VENT STL. STEEL �� W 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY (GLEAN AT ALL 0-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NG PREFABRICATED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRU55ES SHALL MEET THE PROVISIONS OF TH15 DOCUMENT, THE 15. PROVIDE BITUMINOUS JOINTS 83E71NEEN SLABS AND FOUNDATION WALLS AND FF FINISHED FLOOR S.V. SMART VENT I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS _ �L RUBBISH, WASTE MATERIALS, TOOLS, ETc:., GLEAN CLASS AMID LEAVE WORK WHERE EVER APPLICABLE. + BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, Iq. UNLESS OTHERWISE INDICATED„ ALL FOUNDATION FOOTINGS ARE TO BE A 11 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. F.J. FLOOR JOISTS TEMP GL. TEMPERED GLASS U LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND) LOCAL CODES PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK FOUND. FOUNDATION AND ORDINANCES. 16. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL CONCRETE SLABS TO HAVE bxb IfO/10 WELDED WIRE REINFORCING. THK. THICK GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR 6YP5UM < - - 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK :AND THE WORK OF FLOOR SHALL NEVER EXCEED A lb" SPAN. WALLBOARD, A5TM 03'7 SPECIFICATION FOR GYPSUM LATH, OR ASTM C7g 20. FOR SECOND STORY ADVITIO)NS, EXIST. FOUNDATIONS ARE TO BE VERIFIED I FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL SPECIFICATION FOR GYPSUM SHEATHING BOARD. �^ THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x 8" - � V J COMPLETION OF PROJECT. Ig, AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING DEEP 4 3'-O" BELOW GRADE. FR. FRAME Tr TREAD AS PER PACE 6-005. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL n 1 MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF TYP. TYPICAL VJ 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLES>5 THE OWNER, GLASS WINDOWS AND DOORS � FRPR. � FIREPROOF Q 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES EPROM AND I. ALL CLASS TO BE INSULATED L(OW-E, UNLESS OTHERWISE SPECIFIED. - AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INgCLUDING ACCORDANCE w/ AWPA 022; WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING U.O.N. UNLESS OTHERWISE NOTED ATTORNEYS FEES AR151NS OUT OF OR RESULTING FROM THE: PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHIN6, DIPPING, OR SOAKIN6 UNTIL THE WOOD CLEARANCES ARE PROVIDED. GYP. BD. GYPSUM BOARD VERY. �ERTIGAL I5 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO __ - m: ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE V.I.F. VERIFY IN FIELD INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER, THAN THE WORK 3. ALL SLIDING 6LA55 DOORS,SkKYLI6HT5, AND ANY CLASS UNIT INSTALLED H•D. HOLD DOWN ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM)). (5) IS CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND WITHIN IS" OF FINISHED FLOOR SHAALL BE OF INSULATED TEMPERED CLASS, WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION O)F THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY UNLESS OTHERWISE NOTED. HDR CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED W HEADER WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR w/ WITH �I EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 4. ALL CLASS UNITS SHALL BE INSSTALLED IN STRICT ACCORDANCE: WITH HNGR HANGER ND. WOOD BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED) IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. MANUFACTURER'S SPECIFICATIONS. �' PARTY INDEMNIFIED HEREUNDER. A. WEYERHAEUSER TRUS JOIST 2.OE MIGROLLAM LVL HOR. HORIZONTAL � ZR ZONING RESOLUTION B. 6EOR61A PACIFIC 2.OE 6-P LAM LVL 1.8.2. ORIENTED-STRAND BOARD (05B), WAFERBOARD ORIENTED-STRAND 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF GONSTRUdCTION INGLUDIN6 PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET ENERGY CONSERVATION CONSTRLUJGTION CODE. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, MAILING, PLACING A. WEYERHAEU5ER TRUS JOIST 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY' THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 6. PROVIDE FLASHING PANS UNDER ALL SLIDING CLASS DOORS, WINDOWS, OR II /� ¢ TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD STANDARD APPLIGASLEFOR ODE EVALUATION REPORTS.STRUCTURAL- USE PANELS OR ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. INSULATION 4 FENE57RA71 ON REGQU I REM'ENTS APPLICABLE CODES AND COOP PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING GORE, - AND SRIZATION OF THE NOT BE PERMITTED WITHOUT WRITTTEN 7. ALL EXTERIOR DOORS ARE ES BE WEATHERED STRIPPED AND PROVIDE ALL Pfeo�pSED DESIGN GORE PRESCRIPTIVE VALUE AUTHORIZATION OF THE ARGHITEGT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY COMPONENT COMPLIES Ig. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 8. ALL GLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. CLASS VALUE CITATION (PER 2020 NYSECCG) NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS ANID CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE MAX.U--VALUE = 0.32 OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS q. ALL WINDOWS TO BE IN. IfF CONTRACTOR 15 TO SUBSTITUTE WITH FENESTRATION U-VALUE U-VALUE = 0.25 MAX.AIR LEAKAGE = 0.30 GFM/SF YES RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT AIR LEAKAGE - 0.50 GFM/SF 20. CONTRACTOR TO REMOVE 4 RELOCATE A5 REQUIRED ALL EXISTING WORK SHALL MEET THE PROVISIONS OF ANSI/AHA Alg4.1 CELLULOSIC, ANOTHER WINDOW MANUFACTURER, IT I5 THE RESPONSIBILITY OF THE PER R402.4.3 d TABLE R4o2.1.4-CLIMATE ZONE 4 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. SORER HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. THE CHARACTERISTICS OF THE h1PARVIN WINDOW SPECIFIED. THE R-49 SPRAY FOAM INSULATION MIN.R-VALUE = 49 �- HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. CEILING R-VALUE YES 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS CHARACTERISTICS ARE AS FOLLCOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, T"THICK(R-WINCH) PER TABLE R402.1.2 -CLIMATE ZONE 4 SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN ROUGH OPENING, U-FACTOR, LICHTf AREA, VENT AREA, AND EGRESS �� � - 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. REQUIREMENTS. EXTERIOR(Vxb") WOOD MIN.R•VALUE - 20(CAVITY) MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF R-21 BAIT INSULATION 22. PROVIDE FIREBLOGKING AS PER NEW PORK ACCESSIBILITY STANDARDS. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I FRAME WALL R-VALUE JPER TABLE R402.1.2 -CLIMATE ZONE 4� YES I THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL 10. WINDOWS IN TUB/SHOWER ENGL(OSURE5 AND WITHIN STAIRWAYS SHALL BE -- 1 HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY REQUIREMENTS AS SET FORTH IN APPLICABLE GORE EVALUATION TEMPERED GLA55. MIN R-VALuE- - Iq UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITE07URAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. [F-LOOR R-VALUE R-3o aATT INSULATION PER TABLE R402.1.2-CLIMATE ZONE 4 =Yrzs COPYRIGHT PROTECTION ACT OF Igg0 (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. 11. EXTERIOR GLAZING SHALL BE FPROTECTED FROM WINDBORNE DEBRIS. - _ 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL GLAZED OPENING PROTECTION SH4ALL MEET THE REQUIREMENTS OF THE LARGE ALTERAr1oN5 INVOLVING BUILDING ENVELOPE 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. MISSILE TEST OF ASTM Elggb ANM ASTM E1886 AS MODIFIED BY 2020 NYS BC ASSE IBLIES SHALL NOT BE REQUIRED TO COMPLY WITH THE REQUIREMENTS FOR NEW CONSTRUCTION, GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, SECTION 501.2.1.2.1. GARAGE POOR GLAZED OPENING PROTECTION SHALL MEET WALL,FLOOR 4 CEILING EXISTING CAVITIES SHALL BE PROVIDED THE ENERGY USE OF THE BUILDING 15 ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIIPENTIAL NOTES, AND TABLES ON PACE 6-003 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR R-VALUE FILLED WITH NEW BATT INSULATION NOT INCREASED,WHEN EXISTING GEILIN5,WALL,OR CONSTRUCTION;SSTV 10-gg AND 2018 SEC HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING YES to HEX BOLTS AND SCREWS (INCH SERIES). AN51/DA5MA 115. FLOORGAVITIES EXPOSED DURING CONSTRUCTION H CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING ARE FILLED WITH INSULATION. Z I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATrION WALLS, SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED PER R505.1.1,EXCEPTION#2 Lu FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 8 MANU. SPEG.'s). 2'2'2' LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH A5ME 618.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). A THICKNESS OF NOT LESS THAN r"J" AND A SPAN OF NOT MORE THAN 8' SHALL COMPLIANCE STATEMENT: 2 HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. BE PERMITTED AS GLAZING PROTrEGTION. PANELS SHALL BE PRECUT AND TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPEGIFIGATION5 ARE IN V 2. APPROVED CONNECTORS, ANCHORS AND OTHER FA57ENIIN6 DEVICES NOT 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES ATTACHED TO THE FRAMING SURRZOUNDING THE OPENING. PANELS SHALL BE COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION GORE USING CHAPTER 4[RE]. INCLUDED IN THE STANDARD BUILDING GODS, SECTION 2E06 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN PREDRILLED AND SECURED WITH TTHE ATTACHMENT HARDWARE PROVIDED AS W BE USED IN ACCORDANCE WITH MANIJFAGTURER'S REGOMIMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, PER THE ANCHORAGE METHOD SEELECTED IN ACCORDANCE WITH TABLE TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING COPE, AND ANY ADDITIONAL REQUIREMENTS R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAIL.5 EXPOSED WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK 6ROU7. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. CORROSION-RESISTANT AND THE ,ANGHOR5 SHALL BE PERMANENTLY INSTALLED I DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORRtOSION IN COASTAL SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS a ON THE BUILDING. TABLE RBOI.1 AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GAILVANIZED. CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA aj EXIST. WALLS 4 12 LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND PLUMBING 1•- POSTING a G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (a MIN. Ib" 6AOE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS a 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL I. CONTRACTOR SHALL INSTALL WAATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) SYSTEMS WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED a POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE TO NYS PLUMBING GODS AND NY5>DEC REGULATIONS. GROUND SNOW LOAD 25 LBS PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUD , HEADER STUDS HOWEVER, WHEN COLUMN OR P05TINS I5 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S 2. PROVIDE HOT AND GOLD SHUT (OFF VALVES AT ALL FIXTURES. STRUCTURAL MEMBER ALLOWABLE PROJECT: STANDARD SHEARWALL HARDWARE (A/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. DEFLECTION BASIC WIND SPEED 130 MPH 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPP051N6 U.O.N. WITH TOP GAPS a STEEL COLUMNS TO BE MIN. 14" BENT PLATE 6" LONG 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANCES IN DIRECTION AND AT BASE RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS w/6" RISE 4 w/ (2) 5/4"m BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD OF VERTICAL WASTE PIPES. RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY G FISHER LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6" DIST., U.D.N. - ADDITIONAL INFO. 15 FOUND ON PACE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. L/180 R RAFTERS. 4. USE 4" CAST IRON THROUGH FODUNDATION WALL AND PITCHED AT 115" PER FOOT. W/ NO FINISHED CEILING ATTACHED TO RAFTERS ASPHALT ROOFING SHINGLES 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES SEISMIC DESIGN CATEGORY B ADDITION 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAF"TER BEARING. I. ALL SLOPED ROOFING 5HINOLES SHALL BE 6AF-GLA55-A ASPHALT ROOFING SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE 5• GENERAL TRAP AND WASTE SIZ'.ES AS FOLLOWS, UNLESS OTHERWISE NOTED: INTERIOR WALLS 4 PARTITIONS H/I80 SHINGLES OR APPROVED EQUAL. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE - •,,,,••,. 2 WEATHERING SEVERE I6" WITHIN 4 OF EXTERIOR CORNERS. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE MANUFACTURER'S GODS EVALUATION REPORTS. LAVATORY.................................................22" FLOORS 4 PLASTERED CEILINGS L/360 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERIY 48" AND EVERY KITCHEN SINK.................. NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH AN51/ASME B IS.b.I SHOV,IER/TUB FRO57 LINE DEPTH 3'-O" 8. SILL PLATE TO FOUNDATION ANGHORLAOE;SILL PLATE SH,4ALL BE ANCHORED AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL WOOD5CREWS (INCH SERIES). - TOILET.........................................................5" ALL OTHER STRUCTURAL MEMBERS L/240 295 YOUNGS ROAD TO THE FOUNDATION WITH ANCHOR BOL75 HAVING A MIN.. BOLT DIAMETER LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. - LAUNDRY ..................................................21, TERMITE MODERATE To HEAVY OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANGHOPR BOLT SHALL BE ELECTRICAL: - FLOOR DRAIN...........................................3" EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ORIENT, N.Y. 11957 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM PROVIDED WITHIN b TO I INCHES OF: EACH END OF EAGHi PLATE. ANCHOR CONSTRUCTION. TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE ICE BARRIER REQUIRED YES BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN GONVGRETE/MASONRY b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" THROUGH FOUNDATIONS. ANCHOR BOLTS SHALL_ BE LOCATED WITHIIN 12" OR CORNERS ENERGY CONSERVATION CONSTRUCTION CODE. ROOF. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 7. PROVIDE FROST-PROOF H05E BIBS WITH EASILY ACCESSIBLE DRAIN 4 DRAIN COGK5 COMPLETION OF W AS REQ'D. HOSE BIBS SHALL BE PROVIDED ORK. WITH BAGKFLOW PROTECTION. EXTERIOR WALLS - WIND LOADS IN/ FLEXIBLE FINISHES L/120 GENERAL NOTES CODES AND REFERENCE STANDARD: 5. NAILING OF ROOFING SHALL BE TO CODE. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 20D0 NEW PORK 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED WITH BACK ENERGY TABLE STATE BUILDING GORE, 2020 NEW SHALL C STATE TO THE 202 GODS,YORK 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND Ib GAGE STAPLES ARE - GENERALLY, VERIFY OR PROVIDE HARD WIRED FLOW PROTECTION. NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK PERMITTED SMOKE DETECTORS w/BATTERY BACK-UP 1N: STRUCTURAL DESIGN CHARTS STATE ENERGY CONSERVATION CONSTRUCTION CODE, q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL HEALTH 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR A. EACH SLEEPING ROOM DEPARTMENT STANDARDS AND REGULATIONS. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 2:12 PITCHES TO 4:12 PITCHES STRUGTUR�L DESIGN LOADSWOOD FRAMING, AND CONNECTION TO FOUNDATION - MINI, YNO FRAME B. OUTSIDE OF EACH SEPARATE SLEEPING 10. APPROVAL AND INSPECTION 15, REQUIRED BY LOCAL JURISDICTION PRIOR TO CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF AREA IN THE IMMEDIATE VICINITY A CONGEALMENT OF PLUMBING. PAGE: (AF4PA) AMERIGAN WOOD COUNCIL (A!^IG). THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. THE BEDROOMS (GENERALLY THE HALLWAY) USE LIVE LOAD DEAD LOAD G. EVERY LEVEL OF DWELLING 11. NOTCHING AND BORING OF STUD5, JOISTS, RAFTERS AS PER BUILDING CODE. NO 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEIsq YORK STATE INSULATION NOTCHING AND BORING R STRUCTURAL MEMBERS SHALL BE PERMITTED NOR ANY EXTERIOR BALCONIES 40 G-002m00 PLUMBING CODE. 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED (BASEMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC.) POTENTIAL DAMAGE THEREOF. psf 15 psf FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 I,NEW YORK STATE FOIL TO BE PLACED TOWARD WARM SIDE. MECHANICAL, FUEL OAS: 12. PER NYS PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE WATER CLOSET DECKS 40 psf 15 psf CONNECTION. WHERE A 3" BEND IS UTILIZED, A 4"x3" FLANGE SHALL BE INSTALLED To MECHANICAL GORE AND 2020 NEW YORK STATE FUEL GAS GODS. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION RECEIVE THE FIXTURE HORN. I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIOi`VAL ELECTRIC WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY NYS MECHANICAL CODE AND FUEL 6A5 CODE MECHANICAL CONNECTIONS: PASSENGER VEHICLE GARAGE S 50 psf A5 PER PLAN CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY GON59ERVATION CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE UNINHABITABLE ATTICS WITHOUT STORAGE DATE: 09/16/24 2 OF 15 - CONSTRUCTION CODE. FOUNDATION WATERPROOFING. 2. ALL MECHANICAL SYSTEMS, APPLIANCES, 4 EQUIPMENT SHALL BE LISTED, I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE SUBSTITUTED (MAX CLEAR HOT < 42") IO psf 15 psf GYPSUM WALL BOARD 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: LABELED, 4 INSTALLED IN ACCORDANCE w/ MANUFACTURER'S SPEC.'S 4 COD D E. WITH AN APPROVED EQUAL PR(OUCT. UNINHABITABLE ATTICS WITH STORAGE I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINTT AND JOINT - g" R-30 FOR FLAT CEILINGS 3. ALL FUEL OAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY (MAX CLEAR HOT > 42") 20 psf 5 psf - COMPOUND METHOD. - 5.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS SHALL BE EQUIPPED w/ FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL "SIMPSON" MANUFACTURER. HABITABLE ATTICS 4 - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTINGUISHED. ATTICS SERVED BY FIXED STAIRS 30 psf 15 psf 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN(55, UNLESS - 5.25" R-21 FOR 2"xb" WALL CON57RU07ION 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES INDICATED OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE - 5.25" R-21 FOR FLOORS 4. SUPPLY 4 RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED IN "SIMPSON" PRODUCT LITERATPURE. THERE MAY BE SEVERAL LOADING VALUES, ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 sf ` , .I `"• DEEMED APPLICABLE. p p ,c ,.- +,.:•.' COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED CONTRACTOR SHALL CONTACT'ARCHITECT IF ANY LOADING VALUES ARE LESS ,,a ,-�`,. SITE WORK TO AN R-VALUE OF AT LEAST (NY5 EGG R403.3): THAN WHAT IS SPECIFIED BY "SIMPSON" ! el 1` 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILINdO AND WALLS 1. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR SLEEPING ROOMS 30 psf � 15 psf f',;:" :; . y. , (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTFEND THREE FEET - •. DUCTS 3"cP 4 GREATER, LOCATED IN ATTIC: R-8 4. ALL MECHANICAL CONNEGTIONSS SHALL BE HOT DIPPED GALVANIZED i i, t.-" , .• IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PROEDUCINC 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, DUCTS UNDER V0, LOCATED IN ATTIC: R-6 STAIRS 40 psf 15 psf ' EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAMttE, INSTALL RECEIVE CLARIFICATION FROM ARGHITEGT/ENGINEER PRIOR TO PROCEEDING. DUCTS 3"O 4 GREATER, OTHER PORTION OF BUILDING: R-6 5. INSTALLATION PROCEDURES SHAALL ALWAYS BE CARRIED OUT AS PER i T,_ ,, ; ' CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. DUCTS UNDER 5'V, OTHER PORTIONS OF BUILDING: R-4.2 MANUFACTURER SPECIFICATION45 OF THE PRODUCT BEING INSTALLED. ' 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. i GUARDRAILS AND HANDRAILS 200 psf 15 psf d I _ . I 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND ED63ES SHALL BE STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER ' p" «. , TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLLOW 24 HOURS SITE. STOCKPILE ALL EXCAVATED MATERIALS. SPECIFICATIONS OF THE PRODLUGT BEING INSTALLED T TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTfH. (: ° ' � - ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf k, 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE 7. VARIATIONS IN CONNECTOR GCNFIGURATION SHALL BE APPROVED BY ARCHITECT _1* ;•�.p -,�," ' 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE GORNEfRS AND AROUND ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE a ALL OPENINGS. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 8. ALL CONNECTORS SPECIFIED ^5 A "SIMPSON" TOP MOUNTED BEAM HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER ONLY *ALL STRUCTURAL DE516N CONSIDERATIONS ARE IN CONFORMANCE WITH b. FASTEN 6YP5UM BOARD AS PER FASTENING SCHEDULE ON IPAOE 6-003. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. ALONG WITH SPECIFICATIONS L.ISTED ABOVE. ASCE 7-16 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) _ - I HOLDONN DETAILS TYf=1 GAL NA L NO/STfAfi=F 1 N:C IRI EQU I RFMENTS FOR FA5TENINC 5GHEDULE A ALL HARDWf*�RE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER Ui�L I FT/ SHEAR/ $ LATERAL Y`l ND RES STANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTI(ON5 MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED SEE PAGE G-003 FOR STRAPPING AND NAILING REQUIREMENTS, a AND ROUGH OPENING FRAMING REQUIREMENTS) Q "ALL STRAPPING TO BE I%4"x 20 GAUGE ** -- "5IMP50W EQUIVALENT - C520 (COILED STRAP) ALL NAILING IS A GENERAL SPEGIFIGATION, IT APPLIES UNLESS NOTED OTHERW w ISE 0 FUSE IOd NAILS IF 5TRAPPIMO IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 201,5 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) J CD FASTENER SPEC. FASTENER m _ H01_DOWN 'A' HOEDOWN 'B' GONNEGTION A AT RAFTER TO RIDGE NA I L I NC �R I D DESCRIPTION AND QUANTITY SPACING � � � FOR NEW 4 EXIST. CONNECTION: O 6) FOUNDATIONS FOR STRAP - 4 8 d* COMMON ry ROOF 4 GE I L I NC FRAM I NC _ I.DIM's ARE ALL MIN.•b BASED ON USE OF ONLY A Ibd : O „r ,,.........„•• NAILS ® EA. END OF STRAP. , (9 ENDiWALL ENDWALL „ COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER RAFTER: N z (3) 2x FULL (3) 2x FULL FOR ROOF SLOPES FROM 6:12 TO 2" CORNER STUD ...„•••••"""'•�• " � 2.WOOD IS ASSUMED TO BE D,F,#2 4 BTR. IN DRY USE HEIGHT STUD\ HEIGHT STUD ONNEGTED TO ^' "�. 5:12 WITH ROOF SPANS OF 32' OR R.R. 2, SERVICE a •� Lu CORNER STUD TRANSFER SHEAR GREATER, USE 6 b d COMMON CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER JOIST T � x N 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL c L 'TRANSFERS HE NAILS ® EA. END OF STRAP. _ _ _ TRANSFER SHEAR 'SIMPSON" HDQ6 , �ry • • • • HOLES,SET TNNEW MEMBER. INSTALLATION) PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 0-005 EACH LAP 0 O m (9 HOLDOWN ANCHOR 0 2-16d COMMON FOR ROOF SLOPES UNDER 5:12 WITH • . • NAIL COMMON LOCATIONS NOTED NAILS 0 6" O.G. 4 I ROOF SPANS OF 24' OR GREATER, • • • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED (�j c Ln NAILS ® 6" O.G. 4 ON PLANS 10" O.G. IF BLOCKED ` •.,,.,,„„ ,� / • • GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) q-Ibd COMMON EACH LAP C O 10" O.G. IF BLOCKED CORNER POST USE 8 8 d COMMON NAILS ® EA. �„ 5.SEE SECTION 6 FOR ANY REQT TO CLINCH THE NAILS(TO Q Q G.J. G.TIES CORNER POST END OF STRAP. TIGHTLY BOND THE END OF THE NAIL TO A `10° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE G-003 PER TIE GR,4PHIG BELOW) "SIMPSON" HDQS �"""`'••..�" THE ABOVE ASSUMES A RAFTER iv 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY ANCHOR ® SPACING OF 16 O.G.; FOR SPACINGS BLOCKING TO RAFTER(TOE-NAIL) 2 Sd COMMON EACH END HOEDOWN ANG SECTION 12.4-PLACEMENT OF NAILS 4 P„ L L5 SPIKES b TABLE LOCATIONS NOTED OF 24 O.G., INCREASE NAILING BY A CR 4-1. n 1 ON PLANS — �' �° FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END W � d CONNECTION BI 52 � AT RAFTER TO TOP PLATE TO STUD WALL FRAMING r HOLDOWN INSTALLATION OPTIONS: GONNEEGTON: FOR NEW P. GONG. FOUND.'s FOR ST(;PAP - 4 8 d* COMMON NAILS ® EA. E32 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT HOLDOWN CAST IN PLACE w/"I/6"0 THREADED ROD ."" • • • END OF 'STRAP. • • U WHEN IN TOWN OF ISLIP OR NAILING ( TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST P. GONG, OR NEWLY FURRED FOUND.'s '' • • sB n , ""``• NO GEEOMETRY EXCEEDS THAT PERMITTED IN ' • • W -i/8"� THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO • • ��� __ aa MEAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. I CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY - L I •,>� M ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "51MP5ON" AT t 51PMPSON #H2A (OR EQUAL) RAFTER TIE �: � W (HIGH STRENGTH ACRYLIC ADHESIVE) I ,X HEADER To HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG 'EDGES r • FOR TOEENAILING - 3 b d COMMON NAILS " "•....... FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME •••• -`` • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN w/7/6"m THREADED ROD CONNECTION ..."......."„• FOR C.J.1. TO R.R. - q J6 d COMMON NAILS REQUIREMENTS FOR "" -•••...... BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED G.J.'e (WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) 2-Ibd COMMON I� PER FOOT 0 APPLICABLE) FOR EA.. PLATE TO STUD ABOVE 4 OR BELOW HOLDOWN 'C:' HOEDOWN 'D' 2 16 d COMMON NAILS FOR G.J. TO G.J. - Q FLOOR FRAMING I6 d COMMON NAILS � • FOR NEW 4 EXIST. FOUNDATIONS FOR NEWLY POURED GONNEGTION GI G2 FOUNDATION ® ONE STORY ONLY • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-bd COMMON PER JOIST �I : W (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-bd COMMON EACH END Q HEIGHT STUD CORNER STUD CONNECTED TO 01 BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END TRANSFER SHEAR„„.. AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQS (3) 2x FULL G2 ---- - TO STUD CONNECTION: BLOCKING TO SILL or HOEDOWN ANCHOR ® - 2-I6d COMMON TOP PLATE (TOE-NAIL) HEIGHT STUD -"""� • ; 3-I6d COMMON EACH BLOCK, LOCATIONS NOTED NAILS ® 6" O.G. 4 '" o ON PLANS O.C. IF BLOCKED CORNER POST FOR 57RAP - 3 5 d* COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH JOIST C l � ' NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST t FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d G M N A BELOW - 2 I6 d COMMON NAILS NAILS ® " O : II BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST l- -- '` BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT ° a • ROOF SHEATHING STRUCTURAL PANELS: SOLID INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD a "SIMPSON" 5T D14RJ GONNEGTION DI D2 B OCKING PERIMETER EDGE ZONE s ad COMMON 6" EDGE / 6" FIELD m EA.BAY GABLE ENDWA RAKE OR RAKE TRUSS w/ " O DOWN INSTALLATION OP IONS: ° LL RA ad COMMON 4 H LT O.C. UP TO cl" RAKE OVERHANG FOR NEW P. GONG. FOUNp HOLDOWN CAST IN 'PLACE w/ Va"O THREADED ROD -• "' AT STUD TO FLOOR ASSEMBLY TO SILL ' /° GE I L I NC SHEATH I NC FOR EXIST, P. GONG. OR NEWLY FURRED FOOND.'s • • '{ -1/6"cD THREADED ROD (PRE-DRILLED) EWBEDDED 12" INTO PLATB(S) CONNECTION:THREADED r7 I/2" MIN. ............................. f CONCRETE w/ "SIMF'SON" SET (HIGH STRE N6TH EPDXY FROM GYPSUM WALLBOARD 5d COOLERS 7 EDGE / 10 FIELD ADHESIVE), 4 FOR 'TEMR's O°F-40°F USE "SIMPSON" AT CORNER FOR 5TfRAP - 3 8 d* COMMON NAILS ® EA. (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR SPECIFIED ON �( `'� "' ° END OF STRAP (WRAP STRAP UNDER SILL PL.) WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN w o• o FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - w/ 7/6"4) THREADED ROD 'ti 2 I6d COMMON NAILS y''1 STRUCTURAL PANELS 5d COMMON 6" EDGE / 12" !FIELD AL7EATE TO EQUAL® PLATFORMR 0#IO LL PLATESP OD(R „„ " "„ ""'w.....„I c STRAP w/(5) GYPSUM WALLBOARD 5d COOLERS '1' EDGE / 10 IFIELD N NAILING/STRAFFINC W NDOW/D®OR HEAL,-)ER �' ° ° ° -"•_. OFEA'LSTRAPTO"° UJI z STANDARD/ALTERNATE ) EA.JOIST-(FOR 2 NOTATION: FLOOR SHEATH I NC (SUBFLOOR) � ALTERNATE USE A - NUMBER OF bd NAILS ® EA. END OF C520 STRAPPING (2016 WFGM,TABLE 5.1,P. I6q);WHEN SIMPSON H23A) 0 STRAPPING REQUIRES OVER 14 4 22 NAILS,USE SIMPSON GSI6 4 G514 STRAPPING, RESPECTIVELY. STRUCTURAL PANELS: >• NAILING REQ.'S SHALL BE SPLIT EVENLY BETWEEN MULTIPLE JACK STUDS ® EA. END OF HDR. CONNECTION E „". ............. I" or LESS: 8d COMMON 6" EDGE / 12" FIELD W ""-„ GREATER THAN I": IOd COMMON 6 EDGE / I2 FIELD B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.235, P. 2ql) """'•••� " "• G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2015 WFGM,TABLE 3.23C,P. 212; • ALTERNATE AS PER TABLE 3.23D,P. 2q3) „" " „ • 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w D D - NUMBER OF Ib AT STUD TO FLOOR ASSEMBLY TO SILL d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. 51DE `` ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q A (2018 WFGM, TABLE 3.7, P. ]all) E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER (2016 WFGM,TABLE 3.22F,P. 288) ° ° do PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER °° ° ° ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR G E (3-PLY) - NUMBER OF JACK STUDS® EA. END OF 3-PLY HEADER (2016 WFGM,TABLE 3.22F,P. 266) a ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: F - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. SIDE °a ° a ° 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF ��".. ° ° NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. B E_ (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.6,P. 191) "•-•.....,,, ° ° °d^ ° FOR STRAP - 3 8 d*COMMON NAILS ® EA. � ........... "' -. - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FISHER FASTENING 5GHEDULE 5 F as ° END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS '`""-- FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. (IN ACCORDANCE WITH WOOD FRAME GON5TRUGTION MANUAL 2015 EDITION) '"" ADDITION 2 I6 d COMMON NAILS A f NOTATION 51ONAOE FOR TRUSS TYPE, PRE-ENGINEERED ROUGH �'` B G D (2 PLY (3 PLY F WOOD, AND/OR TIMBER GON57RUG7ION OPENING HDR) HDW THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 295 YOUNGS ROAD 2'-0" 5 1 1 2 1 1 2 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE ORIENT, N.Y. 11957 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 10 1 2 3 1 1 4 GL71 G f.1/ o T®� �I -r CABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE JJI J.® I `l�,/ J— BRACING/5TRAFEINC AUTHORITI' HAVING JURISDICTION: DRAWING TITLE: * - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. 6'-0" 15 1 3 4 2 1 5 FOR RAKES OR HOEDOWN ANCHOR BOLT ' TOP PLATE BLOCKING 2 LESS PROVIDE � , 20 2 3 5 2 2 "7 }-- SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® LOCKING® 12"O.C. CONSTRUCTION TYPE DESIGNATION SHALL STRAPPING, & NAILING DETAILS LENGTH 4'-O" O.G. \<TOACHEIVE RAKE O.H. BE "1", "I1", "111", "1V", OR "V" TO INDICATE FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES B4G - Io'-o" 25 2 4 6 5 2 1 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE y THE STRUCTURE UNDER SECTION 602 OF: 12'_0" 5 2 5 8 5 2 10 BUILDING MINIMUM SPLICE' }'` BUILDING MINIMUM SPLICE'"'` THE NYS BC. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(3) PAGE: 5d NAILS EA. END DESIGNATION FOR STRUCTURAL 12,_O" 3'-0' OF EA. STRAP 6" DIAMETER oe COMPONENTS THAT ARE OF TRUSS TYPE, ATTIC PRE-ENGINEERED WOOD, OR TIMBER G-003mOO A N G H O R 5 O L T S F E G GAT O N S I6'-O" 3'-O"/3'-q" I I6'-O" 4'-O" -- -- 4 s ...` :•:-' . :, .,,_ .., CONSTRUCTION AS FOLLOWS: 20'-0" 4'-0"/5'-0" 20'-0" 5'-0" I - "F" = FLOOR FRAMING, INCLUDING BLOCKING 2 BAYS GIRDERS 4 BEAMS 6"-I2" SPECIFICATION (2018 WFGM TABLES 3.2A 4 3.2B, P. 151-160) ' " " - 24'-O" 4'-O"/5'-O" 24'-O" 6'-O" BACK ® 4'-0" o.C. - R - ROOF FRAMING CORNER �9, _ "FR" = FLOOR 4 ROOF FRAMING DATE: 09/16/24 3 OF 15 CONDITION FOR ALL STRUCTURES: .. 5/B"(P ANCHOR BOLTS ® 5 1" O.G. ' •° 32'-O" 6'-O"/`T'-6" 32'-O 8'-O' SECOND FLOOR NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE BLOCKING 2 BAYS CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE "^ LENGTHS,THE NAIL LENT NU SHALL BE REDUCED IN ORDER TO 40'-O" 6'-O"/ID'-O" ! 40'-O' BACK ® 4'-O O.G. I. MIN. 1" EMBEDMENT INTO CONCRETE �, v... • PROVIDE AN EQUIVALENT NUMBER OF NAILS END w/ 3" SQUARE WASHERS AND END NUT SETUP; 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-O 10-O /12-6 50-O I3-O 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL TYP. STRAP w/(5) ¢' CONDITION IN EXPOSURE B STROKE TOP TWO COURSES SOLID _ _ NA EA. n 6d NAILS EA. END i " " i " " i " 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60-O 12-O /15 O 6D O I6-O fl HEI&HT5 FOR OTHER WALL HEISHT5,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/6; FIRST FLOOR !' PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 FOR ALTERNATIVE WALL HE16HT5 MULTIPLY THE ABOVE "10-O 14'-O '70-O NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): I6'-O" 80'-0" 22'-0" >'•; i, : '-ter . FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL- 1.125 REFLECTIVE REFLECTIVE :. (SEE DIAGRAM TO LEFT) 10'WALL - 1.25 BLOCKING 2 BAYS �~ P4' ' II'WALL- 1.375 THI5 COLUMN w/MULTIPLIER BACK® 4'-0" 0.0.1 RED PANTONE WHITE �» 4. COORDINATE w/ HOLDOWN LOCATIONS 12'NALL- 1.5 FOR 10'-0"WALL #187 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL I M I SCELLAINEOUS FRAM I NC GRAPHICS CONTINUOUS BUILT-UP OI RDERS, 3 OR MORE SUPPORTS (THAT EXCEED FRAMING 57ANDARDS, IT 15 REO'D FOR FRAMER TO HAVE A F I REBL-OO'K I`0 FOR FLATFORM WOO: FRAM I I VO WORKING KNOWLEDGE OF TINE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REOUIRE:MENTS: (FOR ENGINEERED LUMBER [I e. WOOD i-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVAM7 PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6d b 1/4 OF A WHEN GIRDERS ML'7E UP OF J015T5 NAILED CONNECTION A Q PATTERN ! DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL THREE OR MORE 5OFFORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.52" LOCATED BETWEEN ONE 51XTH AND ONE OUARTER AS FIRE-5TOPPIN6. W NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROHS IOd NAILS® 12"O.G. P THE SPAN LENGTH FROM AN INTERMEDIATE J co B (3)ROWS IOd NAILS m 12"O.C. SUPPORT. NO TWO ANDJOINING JOISTS, NOR MORE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST m STUDS STUD P THAN ONE THIRD THEE TOTAL NUMBER, ARE TO BE SERVES AS FIRESLOPPIN6. SUBFLOOR Q a-"' N (2)ROWS 1/2" P BOLTS m 12"O.G.STA66ERED; TWO-PIECE JOINTED ON THE SAkME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE Lf7 SUBFLOOR G DBL.® ENDS PLATE SERVE AS FIRESTOPPING. SOLE PLATE BUILT UP ORDER P MAX.52" NAILINO: w M w r-- 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE SOLE PLATEE v l2)Rows 1/2" BOLTS m Ib"O.C. TWO-P EGE GIRDERS ARE TO BE NAILED FROM ONE JOIST SERVES AS FIRESTOPPIN6. O .-- O E (2)Rows I/2" m BOLTS m 24"O.C. SIDE WITH 10d NAILS, TWO NEAR EACH END OF �, � � (� BETWEEN I/b EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOGKIN6 Q C (v z O (2)ROw5 5-516"TRUSSLOGK SCREWS 6 12"o.G. 3 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL F OR OF NONCOM-BUSTIBLE FILL. 5GREWED ON(1)SIDE OF MEMBER CL LINE; OR GIRDERS ARE TO BE NAILED FROM EACH _ "(B � _%�e 'I & (2)ROWS 3-3/b"TRUSSLOGK SCREWS sD Ib"O.C. SIDE w/ IOd NAILS, Ti WO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE C x U cv SCREWED ON(1)SIDE OF MEMBER C.,6ERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN C G O ��-, CV JOIST, OTHERS STA JOISTS SERVE A5 FIRE5TOPPIN6. 0 O m (� (2)Rows 5-5/6"TRU5OF ME SCREWS s➢ 24"O.C. BETWEEN NAILS IN AN HORIZONTAL LINE. a-J � H SCREWED ON(U SIDE OF MEMBER JOIST THREE-PIECE 1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND a--� N MAXIMUM OFFSET ' U (2)Rows 5°TRUSSLOGK SCREWS® 12"0.0. I BUILT UP GIRDER MAX.32" THREE-PIECE GIRDE°RS ARE TO BE NAILED w/ 20d M JOIST DEPTH,d h SGRENED ON BOTH SIDE OF MEMBER 2 IN OF WOOD BLOCKING PLACED BETWEEN JOISTS Q O t2 O NAILS ON EA. SIDE �w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING. MATCHED SIZE OF BLOCKING (2)ROWS 5"TRUSSLOCK SCREWS® 16"O.G. 4 UNDER NON-LOAD BEARING FIRESTOPPING AND K jj SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING IN•ITERMIDIATE JOINTS, AND w/ THE BLOCKING OTHERS STA65ERELD w/ A DISTANCE OF NOT MORE 3 5. THE HEADER SERVES AS FIRE-STOPPING. PARTITIONS ® 32" O.G. STUD (2)ROWS 5"TRUSSLOGK SCREWS® 24"O.G. BETWEEN I/b L SCREWED ON BOTH SIDE OF MEMBER s 1/4 OF A THAN 52" BETWEEN PNAILS IN A HORIZONTAL LINE. DOUBLE PLATE I 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL GE I L I NG BRAG I NG FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS O BE ADDED BETWEEN 5TUD5 IN PARTITION ADJACENT TO n , CANTI LEVERED FLOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED) w/ 20d NAILS AS SPECIFIED STRINGER TO SERVE AS FIRE5TOPPIN5. V/ GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN 8"OR SMALLER FOR THE THREE-PIECGE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR b GONNEGTION PATTERN 'B'WHEN 10"OR LARGER p FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SGREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER p GIRDERS ARE TO BBE SECURELY ANCHORED TO HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SUBFLOOR ,SOLE PLATE 2"x4" CONTINUOUS &ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE a V O.G. TRUSS BOLTED TO STEEL COLUMNS. j THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST V 2) lOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL n 1 SHRINKA6E CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON J� }�� /� C�J� �/� PLATFORM FRAME CONSTRUCTION NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE 10)Sd N,A I l NO FATTERNS FOR SIDE L=OADED 5EA IS Oc=/ • FLUSH BEAI - 15) -LOCATIONS REQUIRUN6 FIRESTOPPING- AS FIRESTOPPIN6. NAILS FIRE- FIf- WOOD FIRESTOPPIN6 FIRESTOPPIN6 FASTENING RECOMMENDATIONS FOR SIDE-LOADED sroPPIN6 sroPPIN6 FIRE- FIRE- / : STOPPINs STOPPING SOLE y MULTIPLE-PIECE MEMBERS rm ( l JOIST * 5d COOLER NAIL5 a 10" O.G. NAILED' BOLTED' °'' 4" v BLOCKING 2"x4" BLOCK NAILED TO(4)EA.IOd AILS COMMON COMMON o.�sTSA66ERED BOLTS BOLTS VERTICAL I I li I CE 2 ROWS Ibd 3 ROWS Ibd 2 ROWs)5" 2 ROWS)' 2 ROWS6. FIRESTOPPIN6 WHEN •12"O.G. 0 12' O.G. •12 O.G. •b O.G. COVERING 15 APPLIED 20 0.STRAP TO UNDERSIDE OF STU DOUBLEPLATE * GYPSUM BOARD 9 BEAM SELECTION w/ STD. NAILING o Two ROw5 12"O.G. o "THREEERONS 12"O.G. o JOIST5 pill ///)"� (10) 8d NAILS LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 I .I V J 5d COOLER NAILS® 10'. O.G. n l NO ENDWALL STUDS AS NOTED IN NOTES-7 4 5 " o 0 0 5 NONCOMBUSTIBLE ALTERNATE VJ J015T SHALL BE LOCATED DIRECTLY DENOTES ALT.FOR USE OF DRYWALL SCREWS " " " FIRESTOPPIN5 LOCATION OVER STUDS, UNLE55 TOP PLATE 15 4" m ED6E/ 12" ® FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES SOLE WOOD FIRESTOPPIN6 OF 61RDER Q DESIGNED TO CARRY THE LOAD SCREWS#6 - 14'TYPE INOR 5 FIRESTOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STA&GERED Two f ROWS 6"O.G. LOCATION 5 LOCATION b FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROU6H THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WA5HER5 UNDER HEAD AND NUT. O O O O 0 C O O O O OVERLAID ROOF 5.STA66ER EACH ROw OF FASTENERS BY 12'. O O 0 0 O O O O \\ 2"SPACE NOT ,, .\ ATTACHMENT ® VALLEY 4.FOR ATHREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. TO BE FILLED m NONCOMBUSTIBLE FIRESTOPPIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 '•��� APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. Q b.VALUES FOR NAILING GONNEGTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION 7 ' STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING w/ -7.2 ROWS OF Ibd COMMON'NAILS(12"O.G)FOR DEPTHS 12"OR LESS FIRESTOPPIN6 4 ad NAILS LOCATION 8 LOCATION 9 ® EA. END® R.R. 8.S ROWS OF Ibd COMMON NAILS(12"O.G�FOR DEPTHS OF 14",Ib"i 18". LOCATION 10 2"�FULL WIDTH C BLOCKING O -- CONSTRUCTION IDETA I L_S Jul ND LOAD FATH CONNECTION DETA I L-S TOP PLATE DRILL 2"0 INTO ROOF DECK FOR 5TRAPPINS IN5TL. NOT TO SCALE INTERSECTION DETAIL EXIST.OR NEW NEW R.R.SET w/ R.R. BELOW UPPER TOP PLATE LAPS 4 IOd ONTINUOUS LONER TOE NAILS NOTED CONT.BLOGKIN6 TOP PLATE SPIKED TO R.R.'s ALIGN NEW E EX. R.R.A5 SHOWN K I NC STUDS- NOTE,PLAN VIEW NOTE: SIMILAR® 'SHED' WOOD JO I5 {� WOOD JOIS ROOF,R.R. IN LINE CRIPPLE S?UD -0 BLOCK I NC JO 157 HANGER HEADER GENERAL REGiU I REMENT5 FOR SENERAL REQUIREMENTS FOR z INSTALLATION OF CLINCHED NAIILS INSTALLATION OF TOE-NAILS GIRDER/HEADER -� JACK STUDS 0 WOOD GIRDER WOOD JOIST MAIN MEMBER Elul Lu P 1 s0• Q JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: MEMBERS/ '-DIAM.X B APPROX. 30° w/ THE MAIN MEMBER B STARTED APPROX. I. NAILS SHALL BE DRIVEN PERPENDICULAR TO )s THE LENGTH OF THE NAIL FROM THE MEMBER END, THE MEMBER,STRAI6HT THROUGH AND BENT OVER AS SHOWN ABOVE FIS HER A MIN. OF (5) NAIL DIAM.'s AT A QO° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN ADDITION MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTE5. O AVOID R O, NO MORE THAN 2 TOE NAILSSHALL BETINSTAL LED IN I EA. SIDEOF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLAT BOTTOM PLATE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB - SUB FLOOR 295 YOUNGS ROAD DOUBLE JOIST DOUBLE JOIST TOP PLATE ORIENT, N.Y. 11957 C_:HIM. CHASE SECURING @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS fl BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (SIM. a CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION IN/STUD5 TO ATTIC FLOOR 4 BLK'G TO R/L SIDES w/STRAPPING TO R/L SIDES) w PAGE: ILJ TOP PLATE ® o�m N RIND RES TANT CONSTRUCTION CONNECTORS GHIMI. CHASE WALL 0 kn z Q U `� o CONNECTION LOCATION: PART NUMBER: NOTES: G-00 m OO RIDGE-TO-RAFTERS C520 21 " APPLY TO EACH PAIR OF RAFTERS a z Q RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 09/16/24 4 OF 15 ROOF p = Z 00 RAFTER-TO-PLATE H8 or H2°5 APPLY TO EACH RAFTER Nz O REO'D 51_0(PPING �w ING TO ALIGN w/STRATRAPP ;Q PLATE-TO-WALL 57U0 C520 © 18" APPLY TO EACH WALL STUD Q � I ® EA EVEL THE FIRST FLVE ® zQ 2ND. FLOOR WALL-TO-15T. FLOOR WALL LFTA or 0520 36" APPLY TO EACH WALL STUD FLOOAJGL6. ® HEADER-TO-JACK STUD C520 (9 12" APPLY TO EACH JACK STUD � ' ` • `" n . CRIPPLE STUD-TO-HEAIDER HS APPLY TO EACH CRIPPLE STUD , SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END ' WRAP UNDER DOUBLE SILL PLATE ' IST. FLOOR-UNDER-SILL PLATE G520 (USE WITH 3" SQUARE WASHERS) ��` •''' � �•- " ��;'� �`°� S11DE VIEW PLAN VIEW USE THE FOLLOWING OR APPROVED SiIMPSON METAL CONNEC7OR5 FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDEID INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. I i 0ENER;4�L 5)000 >vlf5DL <E�/ DEMOLITION NOTE: PROVIDE SHORING AND SUPPORT TO ALL AFFECTED NEW PARTIAL HEIGHT STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT _ EXISTING TO BE DEMOLISHED / WOOD FRAME (L.G. 5TL. I OF ANY DEMOLITION OR CONSTRUCTION. Q EXISTING TO REMAIN WHEN APPLICABLE) /I M �-{ Ill NEW WOOD FRAME (L.G. F--�—� NEW FOUNDATION WALL _w_I co ----`� 5TL. WHEN APPLICABLE) cy) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL C � POST FOR 4" WALLS ¢ N El WOOD FRAME (L.G. STL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O � POST FOR (0" WALLS), U.O.N. - -p } 0 NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL. Z WHEN APPLICABLE) a N I � '— co U) r— pO 0 4-j 1 t m C9 N c a O a 4-J 70 U •- 4D :D 4-J M T REMOVE REMOVE d REMOVE 4 UREPLACE REPLACE ALL REPLACE ALL WINDOW5 WINDOWS WINDOW IN-KIND 8 IN-KIND d • — IN-PLACE IN-PLACE (n (TYPJ (TYP.) `n� l� om W REMOVEREMOVE � $_3MOVE �I REPLACE EXIST. REPLACE ALL III 5U5FLOOR EXISTING GARAGE SLAB GARAGE WINDOWS II 1 INSULATE� A� 2b0 S.F. IN-KIND d I I 8 IN-PLACE REMOVE d 1 REPLACE / 5HEETROG - I REMOVE 8j EXIST. � --- 2--4y2 REPLACE ALL G --REMOVE / LREMOVE 6 REPLACE EXIST. WINDOWS RELOCATE EXIST. IN-KIND B SM/GO DETECTOR b S.F. �� O III II REPLACE ALL I I ��� ALL WINDOWS ELECTRIC WINDOWS PANEL GLEAN EXISTING IN-PLACE AT LEAST 5' FROM IN-KIND Q --- `T I)D 8 IN-PLACE EXIST. III PARTIAL WALL OUT U-TRAP (TMP J BATHROOM BATHROOM REMOVAL FOR _r S.F. IN-PLACE 1 /� LARGER (TYP.) EXIST. O I EXIST. (�1 REPLACEREMOVE BEDROOM OPENING ' REMOVE d BEDROOM EXIST. EXISTING INTERIOR G-� BATH SUMP REPLACE ALL IIII 143 S.F. 5M/GO I I \ DOOR, WHITE, I"Ib S.F. III I IE�b."i S.F. 45A S.F. PUMP WINDOWS III I I DOO +REMOVE 4 IN-KIND 4 -- REPLACE ALL 0S) IN-PLACEEX15T. WINDOWS IN-KIND 8 (TYF') GL. I I �� RELOCATE EXIST. � IN-PLACE EXIST. 5 S.F. SM/GO DETECTOR SM/CO (TYP) 1 -- AT LEAST 5' FROM - 5A7HFc70M i , EX1557. O III REMOVE d EXIST. EXISTING STEPS ® SmRrlo IIII REPLACE ALL EXIST. Z QQ UP GRADE EXIST. EXIST. *V EXIST. IIII WINDOWS EXIST. EXIST. UP DN. r BATHROOM ' 1 IN-KIND 8 DN. 4 S.F. SM/CO N-P(TYP-) 0 EXIST. EXISTING OIL EXISTING j j / SM/GO HOT WATER j EXIST. STOOP I // EXIST. O EXISTING EXIST. III 1 PORCHI 51 S.F. I I - GL F SCREENED-IN CL. ABOVE`` b S.F. 'PORCH b S.F. EXIST. III REMOVE d 236 S.F. x BATHROOM IIII WINDOWS REPLACE ALL w O 5q S.F. I IN-KIND B Q REMOVE 4 7 • IN-PLACE PJ 0 REPLACE ____ _ �� (TY I I I �� DOOR RELOCATE DETECTORAT T. SM/CAST 3' OIL- \\ 1 \\�/ O O PROJECT: IFITIN5j RED FROM BATHROOM �� REMOVE 6 REMOVE(PROPOSED RELOCATION I I REPLACE \ REPLACE� EXIST. FISHER FURNACE OUTSIDE EXIST. BEDROOM) - DOOR i SM/CO INTERIOR REPLACE DOOR, WT XIS (TYPJ ADDITION EXIST. ING KITCHEN EXISTING REMOVE 4 ROOM 46S.F.BASEMSNT: REPLAEALL Iio S.F. EXIST. — REMOVEII BEDROOM REPLACE ALL- -q" GLG. IN-KIND d ---� IN-PLACE Iqq S.F. III NINDONS 295 YOUNGS ROAD EXISTIN OL TANK�I� i (TMP) — 7 u ° IN-PLACE ORIENT, N.Y. 11957 PARTIAL WALL / (TYP) EXISTING REMOVAL FOR WATER WELL I LARGER DOOR TANK OPENING Dw DRAWING TITLE: _ _ _____ PROPOSED DEMOLITION PLANS ----------- _ \J/ REMOVE RE-ROUTE EXIST. REMOVE EX15T. ___ ___� I WINDOW AND `'�' "{1 REMOVE 4 PARTIAL WALL l WATER SUPPLY LINE A5 WINDOW 8 REMOVE I`, I \ REC2.'D BY PROPOSED PORTION OF "ALL EXISTING i ` "") �? 0 �l I I REMOVE RELOCATE FOR LARGER \ FOUNDATION WORK �J REMOVE d SHRUBS ` I I I REPLACE ALL VENT, OIL WINDOW __ _ RELOCATED PAGE: \ 1 '•-- WINDOWS VENT, AND EXISTING I 1 I I I IN-KIND 8 HOSE BIB \\ �•, n .- - TAOPS NE I IN-PLAGE \ REMOVE EXISTING 81LG0 I ''t ' ,;. 'l�. �,, ``S REMOVE d (TYPJ _ ® ■ \ DOOR ABOVE BUT STAIRS 1 ` - f�l `_____;- -_�` RELOCATE REMAIN EX15TINC AG L---_ I----- \ CONDENSER \ REMOVE \\ SPLOCATE RINKLER EXISTING BILGO 5 OF 15 DOOR BUT : 09 16 24 \ SYSTEM STAIRS REMAIN \ LINES \ BEFORE \ EXCAVATION PROPOSED FOUN[,)ATI ON I7EMOL I TI Oil FLAN FROFOSEI7 FIRST FLOOR I7EMOL I TI Oi l PLAN FROPOSEl7 SEGONEl ) FLOOR DEMOLITION PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" -74I S.F. HABITABLE SFAGE; 1,104 S.F. OROSS FLOOR AREA 525 S.F. HAE31TABLE SFACE; 555 S.F. OROSS FLOOR AREA .� - _ I 0ENEF,,AL 5%%r M`5 0 L DOOR SCHEDULE EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT DOOR MATERIAL - WOOD FRAME (L.G. 5TL. � WHEN APPLICABLE) � FIRE RATING Q� EXISTING TO REMAIN TAG DESCRIPTION MANUFACTURER A 45 MIN. RATED NOTES 0 W NEN 5TL WOEDAPPLICABLE)FRAMO. NEW FOUNDATION WALL WIDTH HEIGHT SELF-CLOSING J cu NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL (/ BASEMENT ¢ �-' N WOOD FRAME (L.G. STL• ® POST FOR 4" WALLS .� WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 001 SINGLE SWING 2 THERMATRU '-6" 6'-8" • I�� C POST FOR 6" WALLS), U.O.N. r-- O RATED WOOD FRAME (L.6. >TL. ,L � z � WHEN APPLICABLE) pp. N O a .co u') FLOOR PLAN NOTES c 0 xo � N DOOR NOTE: Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT � O m , u .-- N +� � ON PLANS BY 'JELD-WEN' (OR EQUAL). c Q O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ¢ a O ON PLANS BY 'THERMATRU' (OR EQUAL). 5.NOTE DOES NOT INDICATE EACH NEW DOOR PROP. PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. GONG, 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SLAB WALLS, U.O.N. 5. INSTALL A5 PER MANU 5PEi:,.'s 6.PROVIDE (2) 2"xIO" HDR., U.O.N. 1. SEE PACE 6-005 FOR ALL. OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.NN. PROP. GONG. WINDOW NOTE: O 1° ALL NEW WINDOWS 4 DOORS SHALL BE MARVINI SLAB CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). INSTALL AS PER MANU. 5PEG.'S. U 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PRROPOSED; SEE DESIGNATIONS 4 WINDOW SCHEDULE. 5.FOR SUBSTITUTIONS,SEE NOTE #q IN "61-A55 WIN 01^6 W AND DOORS" ON PAGE 6-002. 4.ALL CASEMENT WINDOWS TO HAVE 5TRAI6HT AfRM HINGE. co 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 6.1. FOR ALL 5KYLI&HTS 4 OPERABLE PANEILS OF EXISTING SWIN61N6,SLIDIN6, 4 BIFOLD DOORS GARAGE SLAB 6.2. WITHIN 15" OF F.F. 6.5. WITHIN 24" OF A DOOR U 6.4. WITHIN STAIRWAYS it WITHIN 56" OF A LfANDING A-30D1 A-301 6.5. WITHIN TUB/SHOWER ENCL05URE5 I-I I-I 6.6. SEE ALSO GENERAL, NOTES ON PAGE 6-r002 PROV. EGRESS WELL BY �_ '1. SEE PAGE 6-005 FOR FRAMING ELEMENTS ARC)UND 'REDI-EXIT;DEVONER WINDOWS (TYP. FOR ALL) U O.N.;PROVIDE AT A (MINIMUM WINDOW WELL' (2) 2"xIO" HEADER U.O.N. 54"WX54"DX3V' PROJECTION 5,WINDOW FALL PROTECTION SHALL BE PROVIDED PER NYS R512.2 FOR OPERABLE: WINDOWS WITH SILL, HEIGHTS l LE55 THAN 24" ABOVE FF.,' THAT ARE MORE THAAN'72" - Q ABOVE GRADE OR THE ADJACENT SURFACE ATT THE BUILDING EXTERIOR. EGRESS NOTE: EGRESS IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE, SECTION R310.2.1;THE FOLLOWING MEANS ODF D 2 EX15T. E6RE55 SHALL BE FOLLOWEC): ELECTRIC TINO NET CLEAR OFENINO........... 5.1 S.F. PANEL OUT EU15TRAP NET CLEAR HE16HT............... 24" MINIMUM �tX175T NET CLEAR WIDTH................. 20" MINIMUM 0 EXIST. NEW WOOD FLOOR: TH �J 43�S.F. SUMP I. NEW PLYWOOD 5UBFLOOR BENEATH (GLUE 4 �SGRE1^U; V "5CREW PERIMETER OF SHEATHING 6" O.G. 4 12" ,O.G. ® PUMP INTERIOR. 2.NEW WOOD FINISHED FLOOR TO MATCH EX15TINC O RELOCATE 2 PROPANE 'ANKS: O4 I. RELOCATE EXIST. TANK5 UPON EXTERIOR GONG,. SLAB. 2.FASTEN EA. w/ (2) 'L' BRACKETS 4 MASONRY ANCHORS Q 5.INSTALL AS PER MANU. SPEC.'S vl ORELOCATE A/C CONDENSER: 14 I. REMOVE it RELOCATE EXISTING AG CONDENSEFR EXIST. 2.INSTALL AS PER MANUFACTURER SPECS. • UP 5.INSTALL UPON LEVEL GROUND 4 PROVIDE 6RO11UNO B EXIST. SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING SM/GO SUFFICIENT TO ACCOMMODATE &ROSS WEIGHT OF CONDENSER. EXIST. 4.ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS MODIFIED EXISTING OIL PORCH APPLIANCE, AND AT LEAST 3' FROM WINDOWS/1DOOR5 STOOP HOT WATER ABOVE WHENEVER POSSIBLE. ONEW OAS FIREPLACE: 6 I. PROVIDE NEW OAS FIREPLACE INSERT BY MAJESTIC (OR APPROVED EQUAL) 4 (,ONNECT TO PROPANE TANK O 2.INSTALL AS PER MANUFACTURER'S SPECIFICATIONS AND NY STATE CODE l�,l S.REFER TO INSTALLATION MANUAL FOR ALL REOUIR.ED VENTING TERMINAL CLEARANCES �. 4.REFER TO INSTALLATION MANUAL FOR MANTEL W INSTALLATION GUIDELINES EXISTING NEW FLUE: OIL-FIRED O 1. PROVIDE ZERO-CLEARACGI_ FLUE ATTACHED TC. FURNACE 0 v EXTERIOR WALL (UL# 105 OR UL# 105 HT) - INST/AL.L AS PER MANU. 5PEC.'s - PROVIDE NEW WD. FR. ENC1L05URE w/ EXISTING 1/2" CDX PLYWOOD 4 51DIN6 AS NOTED - "CHASE SECURING ® STD. SIDE HALL" ON PAGE 6-004. BASEMENT 2.PROVIDE "ABESGO FP200 FR EXPANDING FOAH" (OR 411.8 S.F. 1 \ I I EQUAL) AT ALL PENTRATIO 7' 'NS AT -4" GL6 w . HOT] I i I I FLOORS/WALLS/GEILIN65;PRODUCT CONFORMS TO ASTM E 514, ASTM E 64, AND UL 14'14. I I 5.MECHANICAL FLUE TO EXTEND 5'-O" MIN. ABOVE ANY AIR VENT ADJACENT COMBUSTIBLE STRUCTURES WITHIN 101'-0"• I6� PROP, POOL 4.NEW GAP TO MATCH EXISTING FILL PIPE -- EQUIPMENT PROJECT: „ NEW CONDITIONED AREA: I i I (NOT PART p 6-Sy2 O EXTEND EXI5TIN6 HEATING AND COOLING DUCTS TO NEW EXISTING ol ���� I OF m N FISHER LIVING ROOM AREA AND PROVIDE NEW HVAG REGISTERS WATER�K i �_ - - - - - ®I ADDITION AS REQUIRED. 1 . O REMOVE EXISTING WINDOW AND REPLACE IN,I-KIND to NEW GUTTER m m SEE SPECIFICATIONS AT ELEVATION $ ROOF PLANN NOTES II NEW 4"x3" ALUM. DOWNSPOUT (TY`P) ,� ,-, „ 295 YOUNGS ROAD NEW P.T. P05T INSIDE COLUMN CASING. 12 CASING TO RESEMBLE 6" FIBERGLASS COLU)MNS N.Y. 957 Y DURAG ASSIC TUSCAN SQUARE #20OPO S 13 GUTTER HIGH POINT (TYP) PROPOSED DRAWING TITLE: SMOKE DETECTOR / CO DETECTOR NOTES: GFANI-SPACE 14 I. CONTRACTOR SHALL V.I.F. 'PRESENCE OF EXIST. SMOKE 210 S.F. PROPOSED FOUNDATION PLAN / CARBON MONOXIDE DETEGTOR5 AS INDICATED ON A-401 PLANS. IF NOT PRESENT, CONTRACTOR SHALL PFROVIDE CODE COMPLIANT 5MOKE / CARBON MONOXIDE UNI= FLOOR COMBINATION DETECTOR HARD WIRED TO EACHI OTHER VENTILATION w/BATTERY BACKUP. - 2.INTERCONNECTION BETWEEN NEW 4 EX15TINO DEWICES A-501 FLOOR 210 S.F. SHALL NOT BE REQUIRED kNHERE EXISTING ALARZMS AREA - - - - - - _ - - - - _ ARE NOT INTERCONNECTED, A5 PER NYE, R514.4.. REQ. S.F. PROV. _ J PAGE: Q _ _5.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND PER GENERAL ELECTRICAL NOTES ON PAGE 0-002. I'1 I-1 - - - - - - - 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. p 1.4 S.F. 5.5 S.F. HORIZONTAL SEPARATION FROM 5UPPLY/RETURi•N DUCTS ®� 4 OPENIN65 TO BATHROOMS w/ SHOWER OR TUE3. 2- O O 2- 00 5. INSTALL ALL AS PER MANU. SPEC.'S I A-501 A-3ol ■ 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE RELOCATED OIL TANK: g 15 I. RELOCATE EXIST. OIL TANI<. AS SHOWN;COORDINATE REROUTE EXIST(. WATER SUPPLY Q DATE: 09/16/24 6 OF 15 PLACEMENT TO ENSURE 5O''x30" CLEARANCE IN FRONT I LINE THROUGH CGRAWLSPACE OF OF WELL WATER TANK 15 MAINTAINED. PROP. ADDITION 2.INSTALL AS PER MAU. SPEC.'S 5.PROVIDE NEW AIR VENT 4 FILL PIPE THROUGH HALL I6 NEW CRAWL SPACE ACCESS HATCH: 56"x56" LOCKABLE ACCESS HATCH UNDER-FLOOR AREA VENTS \ 17 I. NEW 16"x5" (MIN. SIZE) VENT TO PROVIDE MIN. 15,.F. NET _ VENTILATION OPENING FOR EACH 150 S.F. OF \ UNDER-FLOOR SPACE, PER 2020 IRG R405. 2. INSTALL AS PER MANU. 5PEC'S WITHIN 5'-0" OF BUILDING CORNERS. 5. SITUATE VENTS WITHIN F.J. BAYS/BETWEEN STUDS AND �I �I I �I r AVOID POINT LOADS FROM ABOVE. I POINT LOADS FROPOSED FOUNDATION OI `� FLAN � �UNAVOIDABLE, PROVIDE DBL. RIM JOIST ABOVE:. 4. PROVIDE FOUNDATION VENT WELL 4 COVER AT ALL VENTS BELOW GRADE; INSTALL PER MANU. SPEC,'S. SCALE: I/4u = 1'-0" _.. .. _. . HIGH EFFICIENCY LAMPS: NOT LE55 THAN 90% OF THE PERMANENTLY INSTALLED LIOHTIN0 FIXTURES SHALL CONTAIN ONLY HI&H-EFFICACY LAMPS, AS PER 2020 NY5 EGG R404.1 I OENE /�L SYt-450L E� 4 RELOCATED _ EXISTING TO BE DEMOLISHED -� ,� NEW PARTIAL HEIGHT i�=`� WOOD FRAME (L.G. STL. PROPANET 5 WHEN APPLICABLE) lo' MIN. Q EXISTING TO REMAIN RELOCATED AG 0 {--� Lij NEW WOOD FRAME (L-6. NEW FOUNDATION WALL NATURAL LIGHT $ VENTILATION F- � CONDENSER STL. WHEN APPLICABLE) L1J (HABITABLE SPACE) 2 a 2 a J ('� NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL FLOOR AREA 145 S.F. 5 C WOOD FRAME (L.6. STL. ® P05T FOR 4 WALLS 0) WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL S.F. REQ. S.F. PROV. z O POST FOR b" WALLS), U.O.N. _ 0 NEW 2-HR FIRE RATED LIGHTING;MIN. 5% �,, � � (D WOOD FRAME (L.G. °''>TL. OF FLOOR AREA 11.4 S.F. 15.2 S.F. z O WHEN APPLICABLE) VENTILATION;MIN. m a O N 1 45G OF FLOOR AREA 5.7 S.F. 7.6 S.F. (D � � •-- FLOOR PLAN NOTES FINISH CHART EXIST. C X :3 N GARAGE 2 9 p 0 O 4- O BOOR NOTE: i I. INSTALL NEW INTERIOR DOORS WHEN GALLED OWT STYLE 28o S.F. .0 0 ON PLANS BY QELD-WEN' (OR EQUAL). LOCATION DETAIL 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT A-301 C N ON PLANS BY 'THERMATRU' (OR EQUAL). MATERIAL SIZE FINISH COLOR I_I A-3QI Q � p_ 5.NOTE DOES NOT INDICATE EACH NEW DOOR RELOCATE OUTDOOR PROPOSED;SEE DESIGNATION5 4 DOOR SCHEPWLE• INTERIOR SHOWER R 4.PLACE DOORS 4" MIN. FRGM PERPENDICULAR NECESSARY FOR WALLS,U.O.N. EXISTING WINDOW WELL 106 ELECTRIC n 5. INSTALL AS PER MANU 5PE,'.'s WINDOW TRIM WIND50R WHITE ME R 6.PROVIDE (2) 2"xl0" HDR.,U.O.N. 7. SEE PACE 6-005 FOR ALL. OTHER FRAMING EX ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.W. DOOR TRIM WINDSOR WHITE WINDOW NOTE: O I. ALL NEW WINDOWS 4 DOORS SHALL BE MARVINI WINDOW SILLSF WHITE �J CASEMENT,DOUBLE-HUNG, OR GLIDING (AS NOTED). a 2 EXIST. INSTALL AS PER MANU. SPE:C.'S. BASE MOULDING WIND50R WHITE 2.NOTE DOES NOT INDICATE ;EACH NEW WINDOW FIROP05ED; CL. O O SEE DE516NATION5 4 WINDOW SCHEDULE. 6 S.F. 3.FOR SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS GROWN WINDSORIF _JF WHITE T7 SF_ AND DOORS" ON PAGE 6-002. MOULDING BATHROOM 2 Q �\ 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 7 f S.F. 4� � 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH WALL FINISHES PAINT WHITEF TO MATCH • 6.IN GENERAL, TEMP. &L. SHALL BE PROVIDED: EXISTING EXIST. 6.1. FOR ALL 5KYLI&HT3 4 OPERABLE PANELS OF TO MATCH BEDROOM SWIN61N6,5LIDIN6, 4 BIFOLD DOORS FLOORING WOOD NEW ADDITION-11 EXISTING `I 2 145 S.F. 6.2. WITHIN 18" OF F.F. 14 6.5. WITHIN 24" OF A DOOR PAINT ALL NEW NORTH EAST LANTERN 6.4. WITHIN STAIRWAYS ! WITHIN 36" OF A LANDING DOORS PAINT WHITE INTERIOR SCONCES, MODEL ADAMS EXIST. GA, 6.5. WITHIN TUB/SHOWER ENCLOSURES DOORS 6011 4 COLOR DARK 6.6. SEE AL50 GENERAL. NOTES ON PAGE 6--002 ANTIQUE BRASS;TO • RELOCATE EXIST. TO MATCH 5 S.F. - 7. SEE PAGE 0-003 FOR FR/�MING ELEMENTS ARgUND CEILING PAINT WHITE MATCH EXISTING SCONCE EXIST. FIRST FLOOR \� WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A 'MINIMUM EXISTING AT R16HT OF DOOR 5M/CO DETECTORS (2) 2"AO" HEADER U.O.N. 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER EXTERIOR - NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL. HEIGHTS EXIISTING STEPS ® EXI T. Q LE55 THAN 24" ABOVE F.F.,THAT ARE MORE THAN 72" ALASKAN GRADE p UP n 1 ABOVE GRADE OR THE ADJACENT SURFACE ATT THE 12 14 • 7N.,/) ST. BUILDING EXTERIOR. CEDAR YELLOW BUILT-IN 5M/GO ROOFING I SHINGLE CEDAR ALL NEW ROOFINGBENCHEXISEXIST. EGRESS NOTE: ROOFING PERFECTION ATHROOM IN COMPLIANCE WITH NEW YORK STATE BUILDIN6 SHINGLES MODIFIED 103 55 S.F. CODE, SECTION R310.2.I;THE FOLLOWING MEANS OF 37 S.F. EXIST. EXISTING E6RE55 SHALL BE FOLLOWED: HARDIE SUMMER 8'-4.5" tr- �F SIDING DREAM 5 X 4 WHITEALL NEW SIDING I GL6 HGT. 6 S PORCH NET CLEAR OPENING........... 5.7 S.F. COLLECTION BUILT-IN 256 S.F. NET CLEAR HE16HT............... 24' MINIMUMNET CLEAR WIDTH................. 20" MINIMUM AERATIS 12 BENCH ADD NEW SCREEN DECKING WOOD WEATHERED HERITAGE W/ DOOR;BY 'MONTANA NEW WOOD FLOOR: WOOD DURATECH L - _ SCREENS' PREMIUM I. NEW '" PLYWOOD SUBFLOOR BENEATH (GLUE 4 :SCREW); GAPPING IGLASSIG MODELEX• ADD NEW SCREENGHANOE 104SCREW PERIMETER OF SHEATHING 6" D.G. 4 12" O.G. ® EXISTING FIR PAINTED WHITE INTERIOR. PATIO FLOOR �=BLUESTCNE ON GRADE DOOR;BY 'MONTANAPREMIUM BEGONE 6A5 BURNING SURROUND;KEEP 2.NEW WOOD FINISHED FLOOR TO MATCH EXISTING: SCREENS' PREMIUM EXISTING (CONNECT TO PROPANE RELOCATE (2) PROPANE 'i ANKS: CLASSIC MODEL TANK) HEARTH O I. RELOCATE EXIST. TANK5 UPON EXTERIOR GONG,. SLAB. STAIRS WOOD PAINTED WHITE 2.FASTEN EA. W/(2) 'L' BRACKETS 4 MASONRY ANCHORS EXIST. 3.INSTALL AS PER MANU. SPEC.'S CORNER BOARD AZEK WHITE EXIST. LIVING KITCHEN ORELOCATE A/G CONDENSER: ROOM 146 S.F. I. REMOVE 4 RELOCATE EXISTING AG GONDEN5EIR FASCIA AZEK WHITE 9 2 I7o S.F. OO 0 2.INSTALL AS PER MANUFACTURER SPECS.SURF _ 3.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND OUTSIDE NEW SUFFIG�ENTGT00 ACCOMMODATE 6R05NO. PAD OR OTHM 9EWEIGHIOHT �TAOF C CHIMNEY BRICK ADDITTION PROP. RAISED CONDENSER. WINDOW TRIM AZEK WHITE / I HOSE BIB PROPOSED CAST IN 4.ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY6A5 2 q PLACE PLUNGE POOL BY APPLIANCE, AND AT LEAST V FROM WINDOWSADOORS PROP. WOOD SOAKED "MEDIUM PLUNGE" DOOR TO 10'X6' - 4'-11" DEEP 4 WHENEVER POSSIBLE. WINDOW SILL AZEK WHITE DW ® I MATCH EXIST. AUTOMATIC POOL COVER C 1 SCREEN DOOR UNDER SEPARATE NEW GAS FIREPLACE: )O 1. PROVIDE NE 6 W A5 FIREPLACE INSERT BY MAJESTIC DOOR TRIM AZEK WHITE CD APPLICATION (OR APPROVED EQUAL) 4 GONNEGT TO PROPANE TANK 2.INSTALL AS PER MANUFAGTI)RER'5 SPEGIFIGATI(ON5 HIDDEN AGGE55 AND NY STATE CODE BULKHEAD DOOR WITH END 0 l05 3.REFER TO INSTALLATION MANUAL FOR ALL REQUIRED LUCI60LD NEW PATIO DOORS CONGEALED VENTING TERMINAL CLEARANCES HINGES 4.REFER TO INSTALLATION MANUAL FOR MANTEL A Z INSTALLATION GUIDELINES �t 3 I PROPOSED HIDDEN W MARVIN / I I AGGE55 HATCH TO 2 EXTERIOR ENTRY COASTLINE FNALNUT FINISH WOOD FRONT 4 REAR 2 I I EXISTING BILGO STAIR 2 NEW FLUE: DOORS DOORS O O I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO ENTRY DOOR Y`I/CONGEALED END U EXTERIOR WALL (UL# 105 OR UL# 105 HT) - INST;ALL AS I 102 HINGES;HINGE AND r MONTANA A SLOPING SLOPING I DOOR BY LUCI60LD J PER MANU. SPEG.s - PROVIDE NEW 1^0. FR. ENCI PREMIUM L05URE W/ IN FRONT OF GEILIN6 GEILIN6 I/2" GDX PLYWOOD 4 51DI1`!G AS NOTED - "CHAISE SCREEN DOORS WHITE FRONT 4 REAR PROPOSED PROP. WDOD SECURING ® STD. SIDE WALE - -ON PACE 6-004., GLASSIG DOOR 2 -~ L - TIMBERTEGH 2.PROVIDE "ABE5G0 FP200 FR EXPANDING FOAPM" (OR SERIES WOOD I DECK OR EQUAL) AT ALL PENTRATIONS AT i0 `D 15q S.F. AERATIS FLOORS/WALL5/CEILIN05;PRODUCT CONFORMS, TO ASTM Q GREAT ROOM I6'-Sy2" DECKING 0 Q E 514, ASTM E 84, AND UL 1474. - - 3.MECHANICAL FLUE TO EXTEND 3'-0" MIN. ABOVE: ANY 216 S.F. cr PROP. ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". A I B :t DN. 2 d2 PROJECT: 4.NEW GAP TO MATCH EXISTING DOOR SCHEDULE FLOORING NEN 2 � NEW CONDITIONED AREA: O EXTEND EXISTING HEATING AND COOLING DUC DOOR MATERIAL A *. TOMATCH L FISHER LIVING ROOM AREA AND PROVIDE NEW HVAG RESISTERS - FIRE RATING A FLUSH EXISTING A5 REQUIRED. TAG DESCRIPTION MANUFACTURER -I N NOTES STONE 5_py2 ADDITION Ll 45 MIN. RATED iV 2 HEARTH - 2 WIDTH HEIGHT F- Q SELF-CLOSING i 'F �i TYP. REMOVE EXISTING WINDOW AND REPLACE INN-KIND Ow _ 62- 0 m $ 6'-0° BLUEsR TONE A-501 15-O _ A-301 Q LEDGE 10 SEE SPECIFICATIONS AT ELEVATION 4 ROOF PLAN NOTES FIRST FLOOR II NEW 4"x3" ALUM. DOWNSPOUT (TYP) - 295 YOUNGS ROAD FRENCH POCKET " 2 E 2 E ORIENT N.Y. 11957 NEW P.T. POST INSIDE COLUMN CASING. 101 DOUBLE POCKET JELD-WEN (2) 3'-O" -1'-0" • GLA55 DOORS W/ PROP. BLUESTONE 12 CA51NO TO RESEMBLE b" FIBERGLASS COLUMNS GRILLES PATIO ® GRADE Y DURAG AS510 TUSCAN SQUARE #200DCIS LFRENCH PATIO _ : MARVIN / 2 q 2 9 5 0 2 a 2 9 225.2 S.F. 13 GUTTER HIGH POINT (TYP.) 102 DOUBLE SWING UOFDG2 (2) 2-b" 7'-O" • DOORS W/ PROPOSED GAS PROPOSED DRAWING TITLE: GRILLES BURNING FIREPLACE STONE 14 SMOKE DETECTOR / GO C'ET'ECTOR NOTES: 4 CONNECT TO HEARTH 4 PROPOSED FIRST FLOOR PLAN 1. CONTRACTOR SHALL V.I.F. PRESENCE OF EXIST.. SMOKE 105 51NOLE SWIN6 THERMATRU 3'-0" b'-8" • • EXIST. PROPANE SURROUND /CARBON MONOXIDE DETECTORS AS INDIGATEID ON PLANS. IF NOT PRESENT, CONTRACTOR SHALL P'ROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE! COMBINATION DETECTOR HARD WIRED TO EACH OTHER 104 SINGLE 5WING THERMATRU 3'-O" b'-8" • • W/ BATTERY BACKUP. i 24'-:,V 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES TO MATCH OTHER SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 105 51NOLE 5WIN6 SCREEN 3'-O" 6'-8" F 7e SCREEN DOOR ARE NOT INTERCONNECTED, AS PER NY5 R314.4.. 3.PROVIDE SMOKE/CO DETECTORS AS INDICATEID, AND PAGE: PER GENERAL ELECTRICAL NOTES ON PAGE 6-t002. 10677 SINGLE SWIN6 TBD 2'-b" b'-O" • OUTSIDE SHOWER 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. PLAN NOTES: _ ®� ■ HORIZONTAL SEPARATION FROM SUPPLY/RETURtN DUCTS I. ALL INTERIOR TRIM TO BE PAINTED WHITE 4 OPENINC75 TO BATHROOMS W/5HOWER OR TUE3. ALL NEW WINDOWS SHALL BE MARVIN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "6-003" FOR NAILING 4 STRAPPING DETAILS. 2. ALL INTERIOR DOORS TO BE PAINTED WHITE 00 5. INSTALL ALL A5 PER MANU. SPEG.'s SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER 3. REPLACE ALL WINDOWS WITH NEW b.SMOKE DETECTOR AND CARBON MONOXIDE DE7TEGTOR •• FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER 4. REPLACE FRONT 4 REAR DOOR, AND ADD SCREEN IN COMPLIANCE WITH LOGA_ GORE DOORS CONTRACTOR TO VERIFY MANUFACTURER DIMEN5ION WIDTHS FOR ALL MULLED WINDOWS 5. ALL EXTERIOR DOORS AT EXISTING DWELLING WITHIN RELOCATED OIL TANK: BOUNDARIES OF POOL FENCING TO HAVE ALARMS 15 1. RELOCATE EXIST. OIL TANK AS SHOWN;COORDINATE WINDOW CHART DATE: 09/16/24 7 OF 15 PLACEMENT TO ENSURE 50"x30" CLEARANCE INI FRONT OF WELL WATER TANK 15 MAINTAINED. EGRESS CLEAR 2.INSTALL AS PER MAU. 5PEG.'S OPENING LIGHT VEhVT 5.PROVIDE NEW AIR VENT 4 FILL PIPE THROUGH HALL ROUGH OPENING WINDOW DIMENSION W TEMP.REQ'D: 20" PROV. PRO)T NOTES I6 NEW CRAWL SPACE ACCESS HATCH: TAG COUNT TYPE MODEL # HE16HT REOV: PER UNIT PER UNIT 36"x3b" LOCKABLE AGGE55 HATCH 24" FROF 05E�) F I R57 FLOOR PLAN UNDER-FLOOR AREA VENTS WIDTH HEIGHT WIDTH HEIGHT OPEN REQ'D: 5.7 S.F. _ ; _...•'` �.;F"•+^-,•, e., 1. NEW Ibu x8u (MIN. SIZE) VENT TO PROVIDE MIN. 15i.F. NET 5GALE: 1/4u - i_On IZ VENTILATION OPENING FOR EACH 150 S.F. OF DOUBLE HUNG 62 UDHG2 2428 2'-6 5'-4" 2'-5 5'-3 N/A 8.44 4.716 MULLED ��� S•7. 5 I TBL Si� GE; I,��•� 5. C BOSSLOOfiZR UNDER-FLOOR SPACE, PER 2020 I RG R405. 2. INSTALL AS PER MANU. SPECS WITHIN 3'-0" OF BUILDIN6 CORNERS. I� DOUBLE HUNG G2 UDHG2 2428 2'-b " 5'-4" 2'-5 4" 5'-3 N/A [� 8.44 4.716 MULLED 3. SITUATE VENTS WITHIN F.J. BAY5/5ETWEEN STUDS AND AVOID POINT LOADS FROM' ABOVE. IF POINT LOADS CASEMENT UGAP02844 E 2'-5" 3:_� 2_4 1 3i_-1 5.012 5.-15 b..l'S MULLED; W/ CENTER RAIL UNAVOIDABLE, PROVIDE DBL. RIM J015T ABOVE. MIMIC D.H. 4. PROVIDE FOUNDATION VENT WELL 4 COVER AT ALL - - VENTS BELOW GRADE; INSTALL PER MANU. 5PECVS. P CASEMENT UCAP02545 E 2'-5" 3'-II 2'-4" 3'-II 6.52 6.3� '7.4.4 CENTER RAIL TO MIMIC D.H. HIGH EFFICIENCY LAMPS: E � DOUBLE HUNG G2 UDHG2 2428 2'-b 4" 5'-4" 2'-5 4" 5'-3 �" N/A 8.44 4.716 y• NOT LE55 THAN 010% OF THE PERMANENTLY INSTALLED ILI&HTIN6 FIXTURES SHALL CONTAIN ONLY HIEaH-EFFICACY LAMPS„ AS PER CASEMENT UCAP02440 2'-I.. 3_3 2_p 3_3 N/A 4.21 5.0l8 CENTER RAIL TO MIMIC D.H. 2020 NY5 EGG R404.1 �F ALL WINDOWS TO HAVE 2 OVER 2 GRILLES I i 0ENER/�L 5""rME30L6 � _ EXISTING NEW PARTIAL HEIGHT TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) 2 F Q EXISTING TO REMAIN NEW WOOD FRAME (L..G. 1�-=� NEW FOUNDATION WALL 3,_3 W W NATURAL LIGHT 4 VENTILATION Y2 , q_4 J CDSTL. WHEN APPLIGAEILE) / (HAB I TABLE SPACE) c" INO NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL FLOOR AREA 180 S.F. GEILI SLOPINN�I PROP. CEILINO LO W I SLOi e ® POST FOR 4" WALLS G NG � � � HOOP FRAME (L.G. -)TL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL S.F. REQ. S.F. PROV. 135 S.F. O = O P05T FOR 6 WALLS), U.O.N. I b'-4" I - }: 0 14.4 S.F. 10.'T S.F. i z NEW 2-HR FIRE RATED OF FLOOR AREA � CL6 � w WOOD FRAME (L.G. >TL a H6T. xEW p N O WHEN APPLICABLE) VENTILATION;MIN. 1 FLOORING LL '- LO '1.2 S.F. 8.8 S.F. 0 C6 Y � 4% OF FLOOR AREA z TO T , U FLOOR PLAN NOTES 10 J MATCH O X N FINISH CHART ARTIFICIAL LIGHT TO SATISFY LIQHTIN6 REQUIREMENTS v 3 EXISTING O O Q Z Q0 m DOOR NOTE: AREA OF HABITABLE ROOM: 160 S.F. I I _ -r_ O O REQ.'D LIGHT PER NYS R303.1 = 6 FT-CANDLES/S.F.I. INSTALL NEW INTERIOR DOORS WHEN GALLED OIUT ' 0� N O � � ON PLANS BY QELD-WEN' (OR EQUAL). STYLE 150 S.F. x 6 FT-CANDLE5/5.F. = 1.080 FT-CANDLES A-301 I � A-301 O O a c O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT LOCATION DETAIL I-I 0 0 0 I-I r- ON PLANS BY 'THERMATRU' (oR EQUAL). MATERIALF SIZE FINISH COLOR 1,080 FT-CANDLES = 1,080 LUMENS z 5.NOTE DOES NOT INDICATE EACH NEW DOOR (I) 6W LED BULB = 450 LUMENS PROPOSED;SEE DESICNATION5 4 DOOR SCHEDIULE, 1080 LUMENS /450 LUMENS PER BULB = 2.4 BUL135 w 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR INTERIOR ( 0 WALLS, U.O.N. PROVIDE AT LEAST(5) 6W LOW VOLTAGE L16HT FIXTURES m#1 SLOPING I CEILING S. INSTALL ( PER MANU R., UO.s 6.PROVIDE (2) 2"xlo" HDR., U o.N. WINDOW TRIM � WINDSOR WHITE '1. SEE PAGE 6-003 FOR ALL. OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WINDOW NOTE: DOOR TRIM WIND50R 7 WHITE _6 SLOPINS O2 I. ALL NEW WINDOWS $ DOOF'.S SHALL BE MARVINI EGRESS GEILIN6 z N CASEMENT,DOUBLE-HUNG, OR CLIDIN6 (AS NOTE:D). WINDOW SILLS WHITE 02 INSTALL AS PER MANU. 5PE'C.S. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PRROP05ED; BASE MOULDING WINDSOR WHITE I I • SEE DE516NATION5 E WINDOW SCHEDULE. EXIST. n 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS BEDROOM (D w� AND DOORS" ON PACE 6-002. GROWN WINDSOR WHITE 203 Zo S.F. T 1 1 1 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT AIRM HINGE. MOULDING LJJ 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH TO MATCH 5L. 6.IN 6ENERAL, TEMP. 6L. SHALL BE PROVIDED: WALL FINISHES PAINT WHITE �F F I 'i'-"I" GL6 HGT. 6.1. FOR ALL 5KYL16HTS 4 OPERABLE PANE°LS OF EXISTING CETC. 5WIN61N6,SLIDING, d BIFOLD DOORS TO MATCH 6.2. WITHIN 18" OF F.F. FLOORING WOOD NEW ADDITION EXISTING 14 2 q 1 6.5. WITHIN 24" OF A DOOR PAINT ALL 3 `J c 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LfANDING 6.5. WITHIN TUB/5HOWER ENCLOSURES DOORS PAINT WHITE INTERIOR I • L 6.6. SEE AL50 GENERAL. NOTES ON PACE 6-002 DOORS 204 I SM/GO 1. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND TO MATCH Q WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A IMINIMUM CEILING PAINT 7FWHITE EXISTING EX. (2) 2"xIO" HEADER U.O.N. Amk 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NY5 R312.2 FOR OPERABLE: WINDOWS WITH SILL. HEIGHTS EXTERIOR 14 EXIST. Q EXIST. •LESS THAN 24" ABOVE F.F.,THAT ARE MORE THE N'12 EXIST. ABOVE GRADE OR THE ADJACENT SURFACE ATT THE ALASKAN DR SM/GO 4 S.F. BUILDING EXTERIOR. CEDAR YELLOW ROOFING SHINGLE CEDAR ALL NEW ROOFING EGRESS NOTE: ROOFING PERFECTION RELOCATE IN COMPLIANCE WITH NEW YORK STATE BUILDING 5HINGLE5 EXIST. CODE, HARDIE EX. EXIST.SECTION R510.2.1;THE FOLLOWING MEANS O>F EXIST. DETECTOR EGRESS SHALL BE FOLLOWED: GL. 2 q 6 i NET CLEAR OPENIN6........... 5.1 S.F. SIDING DREAM 5 X 4 SUMMER ALL NEW SIDING S.F. WHITE BATHROOM NET CLEAR HEIGHT............... 24" MINIMUM COLLECTION 5q S.F. NET CLEAR WIDTH................. 20 MINIMUM AERAT15 EX. O ONEW WOOD FLOOR: DECKING WOOD WEATHERED HERITAGE W/ I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE d :SCREW); WOOD DURATEGH O SCREW PERIMETER OF SHEATHING 6" O.G. B 12" O.G. ® GAPPING 14 INTERIOR. 2.NEW WOOD FINISHED FLOOR TO MATCH EXI5TIN65 PATIO FLOOR BLUESTONE ON GRADE I 201 • EXIST. RE OGATE 2 PROPANE TANKS: 5M/CO O4 1 IF 2.FASTEN EA. H/ (2) V BRACKETS # MASONRY ANCHORSS. RELOCATE EXIST. TANKS UPON EXTERIOR GONG, SLAB. STAIRS WOOD 3.INSTALL AS PER MANU. 5PE'C.'S RELOCATE A/C CONDENSER: CORNER BOARD AZEK7F WHITE I MODIFIED O I. REMOVE Q RELOCATE EXISTING AC GONDENSEIR - BEDROOM 2.INSTALL AS PER MANUFACTURER SPECS. FASCIA AZEK WHITE I IgB.q 3.INSTALL UPON LEVEL GROUND $ PROVIDE 6RODUND F I L SURFACE (GONG. PAD OR OTHER) w/WEIGHT R4kTIN6 OUTSIDE NEW "1'-'1" GL6 HOT. SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF CHIMNEY BRICK ]r ADDITTION SLOPING CONDENSER. 4.ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY GAS WINDOW TRIM AZEK WHITE GEILIN6 3 APPLIANCE, AND AT LEAST 3' FROM WINDOWS,1vooR5 _ _ WHENEVER POSSIBLE. WINDOW SILL AZEK WHITE I 2 C SLOPING ONEW GAS FIREPLACE: GEILIN6 6 I. PROVIDE NEW 6A5 FIREPLACE INSERT BY MAJESTIC EC 55 (OR APPROVED EQUAL) # CONNECT TO PROPANE TANK DOOR TRIM AZEK WHITE 2.INSTALL AS PER MANUFA07URER'S SPECIFICATIONS AND NY STATE CODE HIDDEN AGGE55 3.REFER TO INSTALLATION MANUAL FOR ALL REQUIRED BULKHEAD DOOR WITH END T IT-T1 8'-81V2" VENTING TERMINAL CLEARANCES DOORS LUGIGOLD NEW PATIO CONGEALED H 4.REFER TO INSTALLATION MANUAL FOR MANTEL HINGE5 w INSTALLATION 6UIDELINE5 / NEW FLUE: EXTERIOR ENTRY MARVIN FRONT $ REAR COASTLINE WALNUT FINISH WOOD O I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED T(O DOORS ENTRY DOOR DOORS NATURAL LIGHT $ VENTILATION 0 EXTERIOR WALL (UL# 105 OR UL# 105 HT) - INST)ALL AS (HABITABLE SPACE) PER MANU. SPEC.'s - PROVIDE NEW ND. FR. ENCILOSURE w/ MONTANA 1/2" GDX PLYWOOD 4 SIDIN'6 AS NOTED - "CHAISE PREMIUM IN FRONT OF � SECURING ® 5TD. SIDE WA1.L"ON PAGE 0-004., SCREEN DOORS GLA55I0 WHITE FRONT 4 REAR FLOOR AREA Iq8 S.F. 2.PROVIDE "ABE500 FF200 FR EXPANDING FOAFM" (OR SERIES WOOD DOOR EQUAL) AT ALL PENTRATIONS AT S.F. REQ. S.F. PROV. FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO A57M 0 E 814, ASTM E 84, AND UL 14-Iq. L16HTIN6;MIN. 5% 3.MECHANICAL FLUE TO EXTEND 3'-0" MIN. ABOVE ANY OF FLOOR AREA 15.8 S.F. 15.8 S.F. ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". VENTILATION;MIN. 4.NEW GAP TO MATCH EXISTING 14% OF FLOOR AREA 1A S.F. 14A S.F. PROJECT: NEW CONDITIONED AREA: O EXTEND EXI5TING HEATING AND COOLING DUCTS 70 NEW FISHER LIVING ROOM AREA AND PROVIDE NEW HVAG REOISTERS A5 REQUIRED. DOOR SGHI=DUCE O ADDITION REMOVE EXISTING WINDOW AND REPLACE Iry-KIND DOOR MATERIAL l0 NEW GUTTER FIRE RATING SEE 5PEGIFICATION5 AT ELEVATION d ROOF FLAW NOTES TAG DESCRIPTION MANUFACTURER p � 0 45 MIN. RATED NOTES II NEW 4"x3" ALUM. DOWNSPOUT (TYP) WIDTH HEIGHT 0 < SELF-CLOSING 295 YOUNGS ROAD NEW P.T. POST IN51ME COLUMN CASING. IU 12 CA51NO TO RESEMBLE 6" FIBERGLAS5 COLIUMNS ORIENT, N.Y. 11957 Y nUIRAOLA5510 TU5CAN 5QUARE #200POI15 SECOND FLOOR 13 GUTTER HIGH POINT (TYP) - DRAWING TITLE: SMOKE DETECTOR / GO G'ETEGTOR NOTES: 201 DOUBLE 5WING TBD (2) 2'-6" 6-0" • 14 1. CONTRACTOR SHALL V.I.F. PRESENCE OF EXIST.'. SMOKE PROPOSED SECOND FLOOR PLAN /CARBON MONOXIDE DETECTORS AS INDIGATEID ON PLANS. IF NOT PRESENT, /CONTRACTOR SHALL PROVIDE 202 SINGLE 5WING TBD 2'-O" 76- O" PROPOSED SECOND FLOOR PLAN CODE COMPLIANT SMOKE CARBON MONOXIDE: COMBINATION DETECTOR HARD WIRED TO EACH OTHER 2037F DOUBLE SWING TBD (2) 2'-0" SCALE: H/BATTERY BACKUP. SCALE: II411 = I'-O° 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DE`'VICES -IF- 5-7-7 S.F. HAE3 I TAELE 5PAGE; 604 S.F. CROSS FLOOR AREA SHALL NOT BE REQUIRED WHERE EXISTING ALAFRMS 204 SINGLE SWING TBD 2'-0" 6'-0" ARE NOT INTERCONNECTED, AS PER NYS R314.4r. 3.PROVIDE SMOKE/GO DETECTORS AS INDICATEID, AND PAGE: PER GENERAL ELECTRICAL NOTES ON PAGE C-r002. 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS ® . b OPENIN65 TO BATHROOMS w/SHOWER OR TUB. ALL NEW WINDOWS SHALL BE MARVIN; INSTALL A5 PER MANU. SPEG.'s. SEE PAGE "5-005" FOR NAILING STRAPPING DETAILS. 00 5.INSTALL ALL PER MANU. SPEC.s • SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER 6.SMOKE DETECTOR AND CARBON MONOXIDE DE�TEGTOR FINAL DIMENSIONS FOR FRAMING OF WINDOW5 TO BE PROVIDED BY WINDOW MANUFACTURER IN COMPLIANCE WITH LOGA'_ CODE •• CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS RELOCATED OIL TANK- E) 1. RELOCATE EXIST. OIL TANK AS SHOWN;COORDIINATE WINDOW CHART DATE: 09/16/24 8 OF 15 PLACEMENT TO ENSURE 30"x30" CLEARANCE INI FRONT OF WELL WATER TANK 15 MAINTAINED. EGRESS CLEAR 2.INSTALL AS PER MAU. 5PEG25 OPENING LIGHT VENT 5.PROVIDE NEW AIR VENT $ FILL PIPE THROUGH V^IALL ROUGH OPENING WINDOW DIMENSION WIDTH REQ'D: 20" PROV. 1PROV. I6 NEW CRAWL SPACE AGGE55 HATCH: TAG COUNT TYPE MODEL # E;6"x36" LOCKABLE AGGE55 HATCH HE16H24REQ D: PER UNIT PPE R UNIT NOTES UNDER-FLOOR AREA VENTS WIDTH HEIGHT WIDTH HEIGHT OPEN REQ'D: 5.'1 (S.FJ (S.FJ I. NEW 16"x8" (MIN. SIZE) VENT TO PROVIDE MIN. 153.F. NET S.F. 17 VENTILATION OPENING FOR EACH 150 S.F. OF - . UNDER-FLOOR SPACE, PER 2020 IRO R408. DOUBLE HUNG G2 UDHG2 242b 2'-6 5'-4" 2'-5 5'-3 N/A b.44 4.'ib MULLED :y 2. INSTALL AS PER MANU. SPECS WITHIN 3'-0° of �I I DOUBLE HUNG G2 UDHG2 2428 2'-6 5'-4" 2'-5 " 5'-5 ki N/A [1� 5.44 4."I6 MULLED BUILDING CORNERS. �_J 3. SITUATE VENTS WITHIN F.J. SAYS/BETWEEN 5TUD°5 AND AVOID POINT LOAD5 FROM ABOVE. IF POINT LOADS GA5EMENT UGAF02544 E 2'-5" 5'_.1 �" 2'-4" 5'_.1 �" 5.q2 5."15 6.15 MULLED; W/ CENTER RAIL UNAVOIDABLE, PROVIDE P13L. RIM JOIST ABOVE. MIMIC D.H. 4. PROVIDE FOUNDATION VENT WELL $ COVER AT ALL VENTS BELOW GRADE; INSTALL PER MANU. SPEC;'S. CASEMENT UGAP02a48 E 2'-5" 5,-11 1" 2'-4" 5'-I I �" 6.52 6.51 '7.44 CENTER RAIL TO MIMIC, D.H. HIGH EFFICIENCY LAMPS: E 2 DOUBLE HUNG 672 UDHG2 2428 2'-6 4" 5'-4" 2'-5 4" 5'-5 N/A 5.44 4.16 NOT LESS THAN "IOC OF THE PERMANENTLY INSTALLED ILIOHTING 7 ___ FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS„ AS PER CASEMENT L__UCAFO2440 2'-I" 2'_O:: 3:_3 N/A 4.21 5.Ob CENTER RAIL TO MIMIC D.H. 2020 NY5 EGG R404.1 F * ALL WINDOWS TO HAVE 2 OVER 2 GRILLE5 I 5"**r��50L E**%r : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT - WOOD FRAME (L.O. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME: (L.O. NEW FOUNDATION WALL W 5TL. WHEN APPLICABLE) J (LLJ NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V Q 't N El WOOD FRAME (L.O. STL. POST FOR 4" WALLS WHEN APPLICABLE:) (MIN. (2) 2"xb" STRUCTURAL � O O _ � P05T FOR b" WALLS), U.O.N. - 'O 0 NEW 2-HR FIRE RATED WOOD FRAME (L.C-i. 5TL. O c cv z 0 WHEN APPL I GABLE'.) a •co Lo FLOOR PLAN NOTES � � X N O +j 1 (9 DOOR NOTE: Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED) OUT � O L0 m a--+ ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT B 0 O c (5� ON PLANS BY 'THERMATRU' (OR EQUAL). I Q a 3.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DE516NATION5 4 DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDIGULAFR WALLS,U.O.N. 5.INSTALL AS PER MANU SPEC.'S I GUTTERS 6.PROVIDE (2) 2"xIO" HR., U.O.N. I EXISTING I TO REMAIN D '7. 5EE PAGE G-005 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U!.O.N. I ROOF OWINDOW NOTE: I I �J 2 I. ALL NEW WINDOWS 4 DOORS SHALL BE MAR\VIN CASEMENT, DOUBLE-NUNS, OR GLIDING (AS WOTED). INSTALL AS PER MANU. SPEC.'S. 2.NOTE DOES NOT INDICATE EACH NEW WINDOM PROPOSED; SEE DESIGNATIONS 4 WINDOW SCHEDULE. n1 • 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS IWINDOW5 I I W AND DOORS" ON PAGE i5-002. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGH7 ARM HINGE. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT HASHA-301 I A-301 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED:: 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF SWINGING,SLIDING, 4 51FOLP DOORS 6.2. WITHIN IS" OF F.F. i I EXISTING I I 6.3. WITHIN 24" OF A DOOR EXIST. I I ROOF � I U (6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A% LANDING GUTTERS 6.5. WITHIN TUB/SHOWER ENCLOSURES TO REMAIN b.b. SEE AL50 GENERAL NOTES ON PAGE 6-002 0) '1. SEE PAGE 0-005 FOR f°RAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL.) U.O.N.;PROVIDE AT A MINIMUM B _ _ -I • (2) 2NIO" HEADER U.O.N, -T u n 1 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER I I W NYS R312.2 FOR OPERABLE WINDOWS WITH 51,ILL HEIGHTS LESS THAN 24" ABOVE F.F., THAT ARE MORE; THAN "12" I I Q ABOVE GRADE OR THE ADJACENT SURFACE' AT THE BUILDING EXTERIOR. I I 0 EGRESS NOTE: IN COMPLIANCE WITH NEW PORK STATE 5UILDINc6 �N CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF EORE55 SHALL BE FOLLOY'^IED: NET CLEAR OPENINO........... 5.1 S.F. NET CLEAR HF-16HT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM I 110:12 NEW WOOD FLOOR: O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); SCREW PERIMETER OF SHEATHING b" O.G. 4 112" O.G. ® I I EXIST. INTERIOR. 4'-5" _1 EXISTIN6 GUTTERS 2.NEW WOOD FINISHED FLOOR TO MATCH EXISTfIN6 ROOF I TO REMAIN RELOCATE (2) PROPANE TANKS: I 1 4O I. RELOCATE EXIST. TANKS UPON EXTERIOR CO�NG. SLAB. 7 EXIST. 2.FASTEN EA. w/ (2) V 55 ACKET5 4 MASONRY ANCHORS 1O I CHIMNEY 3.INSTALL AS PER MANU. 5PEG.'S p STACK ORELOCATE A/G CONDENSER: 1. REMOVE 4 RELOCATE EXIS7IN6 AG CONDENISER L - - - -I 2.INSTALL AS PER MANUFACTURER SPECS , 13 5.INSTALL UPON LEVEL GROUND 4 PROVIDE &ROUND ❑ SURFACE (GONG. PAD OR OTHER) w/W T'EIGH RATING 10:12 �EXIS71NO EXISTING DORMER SUFFICIENT TO ACCOMMODATE GROSS WEIOiHT OF I I ROOF 1 CONDENSER. I` 4.ALWAY5 LOCATE CONDENSER 10' MIN. FROM1 ANY OAS APPLIANCE, AND AT LEAST 3' FROM WINDOWI5/DOORS IO 6 WHENEVER POSSIBLE. NEW GAS FIREPLACE: O I. PROVIDE NEW OAS FIREPLACE INSERT BY M/AJE5TI0 (OR APPROVED EQUAL) 4 CONNECT TO PROFANE TANK :2.INSTALL AS PER MANUFACTURER'S SPECIFICATIONS AND NY STATE 3.REFER TO INSTALLATION MANUAL FOR ALL REQUIRED VENTING TERMINAL CLEARANCES 4.REFER TO INSTALLATION MANUAL FOR MANT17-L I I Z INSTALLATION 6UIDELINEES w 10:12 I � NEW FLUE:O I 0 I. PROVIDE ZERO-GLEARANGE FLUE ATTAGHED� TO _ EXTERIOR WALL (UL# 103 OR UL# 105 HT) - IN45TALL AS PER MANU. SPEC.'s - PROVIDE NEW HD. FR. ENCLOSURE w/ 1/2" CDX PLYWOOD 4 SIDING AS NOTED - 'GFHASE SECURING ® STD. SIDE 6'4ALL" ON PAGE 6-004. 2.PROVIDE "ABE500 FP200 FR EXPANDING FCOAM" (OR EQUAL) AT ALL PENTRATIONS AT w FLOORS/WALLS/CEILING5;PRODUCT GONFORI.MS TO ASTM I I I 0 E b14, ASTM E 54, AND UL 14'T4. 3.MECHANICAL FLUE TO EXTEND 3'-0" MIN. ABOVE ANY ADJACENT COMBUSTIBLE STRUCTURES WITHIN4 10'-0". 4.NEW GAP TO MATCH EXISTING L - PROJECT: B - - - - - - - ONEW CONDITIONED AREA: 8 EXTEND EXISTIN6 HEATING AND COOLING DUCTS TO NEW FISHER LIVING ROOM AREA AND PROVIDE NEW HVAG REGISTERS 13 ADDITION AS REQUIRED. 13 O REMOVE EXISTING WINL>OW AND REPLACE IN-KIND b OVERHANG to NEN GUTTER 10:12 10:12 SEE SPECIFICATIONS AT ELEVATION 4 ROOF PL'LAN NOTES II NEW 4"x3" ALUM. DOWNSPOUT (TYP.) 295 YOUNGS ROAD NEW P.T. POST INSIDE COLUMN GA51NG. PROP. GUTTERS NI ORIENT N.Y. 11957 12 CA51NO TO RESEMBLE 6" FIBERGLA55 COLUMNS TO MATCH URAG ASSIG TUSCAN SQUARE #200[DGS EXISTIN6 (TYP) r 13 GUTTER HIGH POINT (TYP) DRAWING TITLE: 14 SMOKE DETECTOR / GO DETECTOR NOTES: PROPOSED ROOF PLAN I. CONTRACTOR SHALL V.I.F. PRESENCE OF EXIIST. SMOKE /CARBON MONOXIDE DETECTORS AS INDICATED ON PLANS. IF NOT PRESENT, CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. 2.INTERCONNECTION BETWEEN NEW 4 EXISTING 'DEVICES SHALL NOT BE REQUIRED WHERE EXISTING ALARMS ARE NOT INTERCONNECTED, AS PER NYS R31 4.4. I A-501 10 10 A-501 3.PROVIDE SMOKE/GO DE:7ECTOR5 AS INDICATED,AND PAGE: PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. II L - - - - - - 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. A-105m00 HORIZONTAL SEPARATION FROM SUPPLY/RETrURN DUCTS 4 OPENINC75 TO BATHROOMS w/SHOWER OR 'TUB. 7 5. INSTALL ALL AS PER MANU. 5PEC.'5 6.SMOKE DETECTOR AND CARBON MONOXIDE IDETEGTOR IN COMPLIANCE WITH LOCAL CODE PROP. NO. FRAME CHIMNEY RELOCATED OIL TANK: CHASE w/BRICK FACADE: 15 1. RELOCATE EXIST. OIL TANK AS SHOWN;COOFRDINATE I7-p DATE: 09/16/24 9 OF 15 PLACEMENT TO ENSURE 30"x30" CLEARANCE'_ IN FRONT OF WELL WATER TANK IS MAINTAINED. 2.INSTALL AS PER MAU. SPEC.'S 3.PROVIDE NEW AIR VENT 4 FILL PIPE THROUOW WALL I6 NEW CRAWL SPACE ACCESS HATCH: 36"x3b" LOCKABLE ACCESS HATCH PROPOSED ROOF PLAN UNDER-FLOOR AREA VENTS 17 I. NEW 16"xb" (MIN. SIZE) VENT TO PROVIDE MIN. I S.F. NET SCALE: 1/4" = I'-O" VENTILATION OPENING FOR EACH 150 S.F. OF: UNDER-FLOOR SPACE, PER 2020 IRO R405. 2. INSTALL AS PER MANU. SPECS WITHIN 3'-0" (=F t BUILDING CORNERS. 3. SITUATE VENTS WITHIN F.J. BAYS/BETWEEN STUDS AND ... :, AVOID POINT LOAD5 FR'.OM ABOVE. IF POINT' LOADS UNAVOIDABLE, PROVIDE DBL. RIM J0157 ABOVE. 4. PROVIDE FOUNDATION VENT WELL 4 COVER )AT ALL VENTS BELOW GRADE; INSTALL PER MANU. SF'EG'S. W.. HIGH EFFICIENCY LAMP5: NOT LE55 THAN 9O% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMFPS, AS PER 2020 NYS EGG R404.1 I ELEVATION NOTES O TYPICAL ROOFING: CL — — — — — — — — -- — — — — — -- -- — — — — — — — — — — — — — — — — — — — — — I. SEE NOTE AT BUILDING SECTION FOR MINIMUM — — CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SEELEGTION / \ W BEFORE INSTALLATION / \ W cc CEDAR SHINGLE ROOFING, COLOR ALASKAN YELLOW CEDAR PERFECTION SHINGLES c Ln TYPICAL SIDINO: / O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION / _\ �; C9 , BEFORE INSTALLATION / 35' REAR YARD SETBACK \ O O N Z ® JAMES HARDIE LAP SIDING, DREAM COLLECTION / EXISTING TO REMAIN \ d co L 1 COLOR WHITE 8 4" EXPOSURE / \ X � N NEW 6" SEAMLESS GUTTERS 8 DOWNSPOUT-5; TO / \ O O O 4 C9 O3 MATCH EXISTING. CONTRACTOR TO PRICE OUT NEW / \ -C O m Z COPPER GUTTERS b DOWN5POUT5 FOR AL.L / \ � NO cB � EXISTING 8 PROPOSED ,AREAS. / \ Q a O OTYPICAL AZEK EXTERIOR TRIM 4 I. PROVIDE AT ALL WINDOWS/DOORS / 2. PROVIDE AT ALL CORNER BOARDS $ SOFF:ITS / 3. COLOR WHITE AND SIZE: TO MATCH EXI5TINC-� TO MATCH EXISTING GAP / \ 5 RELOCATED EXISTING A/C CONDENSER \\ \ EXIST. A/C CONDENSER ON NEW GONG. PA© OR / 13 O6 OTHER APPROVED GROUND SURFACE (SEE: / \ \ \ FLOOR PLAN NOTES) / �' \�, 2 A \ \ O RELOCATED EXISTING PROPANE TANKS n , EXIST. PROPANE TANKS ON NEW GONG. PAID OR / \ \ 11 ,, OOTHER APPROVED GROUND SURFACE (5EE`. / 12 \ \ T FLOOR PLAN NOTES) / 10 �'/ \\ O NEW WOOD FRAME DECK $ STAIRS / I A U IA I ONEW WOOD-FRAMED CHIMNEY CHASE / - -- 1 \' \ CD to w/ BRICK FACADE ( \ Q ' — 3 3 NEW 6" FIBEROLA55 COLUMNS DURACLASSIG - —- _ REAR PROPERTY LINE nn 11 I TUSCAN SQUARE #200Dc:S. I I I 4 I W 12 REMOVE EXISTING WINDOW AND REPLACE IN-KIND A 2 p 12 12 ROOF VENT HEIGHT: 13 VENT SHALL EXTEND MIN. 3'-0" VERTICALLY ABO>VE THE 1U o POINT OF ROOF PENETRATION b MIN. 2-O VERT11CALLY O O 4 ABOVE ALL ELEMENTS WITHIN 10'-0" MEASURED PROPOSED PLUNGE POOL BY LHORIZONTALLY, AS PER NY5 RG 0242-7.5.3 /'SOAKE" 10'X6'X4-II" DEEP d ►' FLUSH W/DECK 14 I4 RAISED FREEZE PROOF HOSE BIB: F.F. LOCATION T.B.D. IN FIELD - CONSULT H/OWNER 15 NEW FILL PIPE AND AIR VENT TO RELOCA77ED IO 1 OIL TANK 9 FROFCSEU SOUTH ELEVATION (5E00NDARNr FRONT) SCALE: 1/4" = 1'-0" I Z w 0 U liE F- Q PROJECT: �u �u a FISHER ADDITION I LLL -- -JLLLLL Lu I�l_u_� luu-�I I�WJ�I11u� I 11� 2 - '2- 12 '2J � 295 YOUNGS ROAD I ORIENT, N.Y. 11957 IA I DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS II I l l l i I I I I i I I i I I i 3 2 i 4 PAGE: d 2 Q 104 O O O MIN. A-20 mOO i F.F. - - 5 DATE: 09/16/24 10 OF 15 i PROPOSED PLUNGE POOL BY / "SOAKE" ID'x&'ix4'-II" DEEP PROP05ED EAST ELEVATION (SIDE --rAR ) SCALE: 1/4" = 1'-0" 1 1 ELE: /ATION NOTE5 OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARD5 0 2. H.D. TO VERIFY FINAL COLOR $ MATERIAL SELECTION W BEFORE INSTALLATION W cu IA CEDAR SHINGLE ROOFING, COLOR ALASKANI J YELLOW CEDAR PERFECTION SHINGLES Q ;+_' N C L0 TYPICAL SIDING: O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM O O CONSTRUCTION 5TANDARD5 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SEELEGTION BEFORE INSTALLATION L- N Z O ® JAMES HARDIE LAP SIDINO, DREAM COLLEC'.TION � COLOR W x WHITE $ 4" EXPOSURE cm� � N NEW b" SEAMLESS OUTTER:S $ DOWNSPOUTS;; TO Z C9 O3 MATCH EXISTING. CONTRACTOR TO PRICE OWT NEW O O COPPER GUTTERS 4 DOWNSPOUTS FOR ALL c O m .a-+ L0 � O O � � EX15TINO $ PROPOSED AREAS. Q V-- d O OTYPICAL AZEK EXTERIOR TRIM 4 I. PROVIDE AT ALL WINDOW5/DOOR5 2. PROVIDE AT ALL CORNER BOARDS 8 SOFFIT55 3. COLOR WHITE AND SIZE l'0 MATCH EXISTING O5 RELOCATED EXISTING A/C CONDENSER EXIST. A/C CONDENSER ON NEW GONG. PAD (OR O OTHER APPROVED GROUND SURFACE (SEE A 2 \ FLOOR PLAN NOTES) \ U O RELOCATED EXISTING PROPANE TANKS / ` • ' \ 12 W EXIST. PROPANE TANKS ON NEW GONG. PAD OR \ W \ F � 4 10 m \\ Og OTHER APPROVED GROUND SURFACE (SEE \ FLOOR PLAN NOTES) i/ \' , `\ • \� \ I IA qO NEW HOOD FRAME DECK $ STAIRS / ONEW WOOD-FRAMED CHIMNEY CHASE to W/ BRICK FACADE II A 2 NEW b" FIBEROLAS5 COLUMNS DURACLASSIC Alkn 1 II TUSCAN SQUARE #20OD05 2 VJ 12 REMOVE EXISTING HINDOVJ AND REPLACE INd-KIND 12 12 12 ROOF VENT HEIGHT: IS VENT SHALL EXTEND MIN. 5'-0" VERTICALLY ABOVEE THE POINT OF ROOF PENETRATION d MIN. 2'-0" VERTICALLY ABOVE ALL ELEMENTS WITHIN 10'-0" MEASURED HORIZONTALLY, AS PER NY5 SO 0242-1.5.5 ? I4 RAISED FREEZE PROOF HOSE BIB: LOCATION T.B.D. IN FIELD - CONSULT W/OWNER 10' MIN. 8 15 NEW FILL PIPE AND AIR VENT TO RELOCATE`.D OIL-TANK FROF05E1D NORTH ELEVATION (5EG0NDARNr FRONT) SCALE: 1/4" = 1'-0" z \ w \ O V \ 0 \ PROJECT: ` FISHER I \ ADDITION \ I 1 I' IS ` \ 295 YOUNGS ROAD -LLtLLLLL \ ORIENT, N.Y. 11957 1 I ! \ \ DRAWING TITLE: IA PROPOSED EXTERIOR ELEVATIONS LLLLLLL IA I (V -- -- - --- -- \ PAGE: YOUNSS ROAD PROPERTY LINE I Am202mOO A 2 II II 3 _ 10 I DATE: 09/16/24 11 OF 15 El El El 771 10 E `" � E IF I I J. a FROFOSE17� NEST ELEVATION (PRIMARY FRONT) SCALE: 1/4" = I'-O" BUILDING SECTION NOTES NEW ROOFING NOTE (TYP.): OI I. INSTALL NEW CEDAR ROOF 5HINOLE5. 2.INSTALL ICE AND WATER SHIELD FROM FA501A UVP TO 24" FROM IN51DE FACE OF 5TUD WALL AND AT WALLEYS 5.INSTALL (1) LAYER OF 15# BUILDING FELT UNDERLAYMENT UJI (OR EQUAL) FOR PITCHES OVER 4:12, AND (2) LA':YERS J Ci3 FOR PITCHES FROM 2:12 TO 4:12,OVER 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAI'MS) 5. GAP 5HINOLE OVER RIDGE 4 HIPS (A5 REOV) Q L0 Ln 6_PROVIDE RIDGE VENT(AS R.EOV) j -1. FLASH ALL VALLEYS &.INSTALL DRIP EDGE AS REOV p 9. INSTALL ALL AS PER MANU. SPEC.'S TYPICAL ROOF 4 CEILING CONSTRUCTION: L O • NEW ROOFING A5 NOTED 0- co Lr) ,[• 1/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® ALL PILYWD SEAMS) c X � CV• R.R.,G.J., 4 G.T. AS NOTED ON PLANS (® SPANS COVER O p 0 4 &' INSTALL "X" BRID61N6 ® CENTER OF SPAN,U.CO.N) • R-49 SPRAY FOAM INSULATION ("I" THK. ® R-"UINiCH) O (V p co • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES EXISTING RIDGE HEIGHT—_—_---_—_—_—_- Q O a p ELEV. +18.4' NEW EXTERIOR WALL CON5TRUCTION (TYP.): -Iqp O3 • HOUSE MEMBRANE (5EE 51DIN& NOTE FOR SPEC.'S) UPON • 1/2" GDX PLYWD. 5HEATHIN6 (BLOCKING ® ALL FLYWD SEAMS) UPON • 2"x6" STUDS ® 16" O.G. W DBL. TOP PLATE • MIN. R-21 BATT INSULATION • 5/5" 6YP5UM BD. WALL FIN1:5H PROP. NEW (T SIDING NOTE YPl _ I. INSTALL NEW LAP SIDING AS PER ELEVATIONS UPON CLOSET �, �NV O 2."TYVEK" HOUSE WRAP (VENTI=D) (OR EQUAL) UPON C'i 3 `fl �� ^ +�S 5.EXTERIOR WALL CONSTRUCTION AS NOTED BEPAf,RATELY 4.INSTALL ALL AS PER MANU. SPEG.'s 5. PROVIDE ALL NECE55ARY TRIM FOR PROPER EXISTING SECOND FLOOR-------_—_-- INSTALLATION ELEV. +I0.V 6.SIDING SHALL EXTEND TO TOP OF FOUNDATION HALL EXIST. F.J. AS PER PLAN `j m TYPICAL FLOOR CONSTRUCTION: 4_j W O I. FIN15H FLOORING AS PER PLANS REPLACE SUBFLOOR 2. 5/4" T46 GDX PLYWD. 5UBFLOOR GLUED 4 SCREWED AND ADD INSULATION 5. F.J. AS NOTED ON PLANS - AT SPANS OVER V INNSTALL R-30 'X' BRACE ® M05PAN 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST r , FLOOR AND FOUNDATION, 4 BETWEEN GARAGE AND v 2ND FLOOR BEDROOM) 5. 2" THK. SPRAY FOAM AT BLP0. PERIMETER RIM JOISTS EXIST. GARAGE W - - - - - - - - AVERAGE GRADE 4 6ARA6E FLOOR ELEV. +0.0' ` \\ III \\�—LINE OF W BOTTOM OF F.J. EXISTING WALLS NOTE: I _ IN-FILL FRAMING OF EXI5TIN6 WALLS SHALL MATCH 512E 9 I - 4 5PAGIN6 OF EXI5TIN6 WALL 5TUD5,U.O.N. II �D III p �' WHERE THE CAVITIES OF EX15TINO EXTERIOR WALLS AIRE EXPOSED DURING CONSTRUCTION, FILL CAVITIES w/ PPROV. E6RESS WELL FIBEROLA55 BATT INSULATION. 'REDI-EXIT;DESIGNER WINDOW WELL' 54"KWr74"DX5W PROJECTION EXIST. BASEMENT FLOOR SECTION 1 -1 /A-301 SCALE: 1/4" = I'-O" 2'-0" LAP ---------- -- — =--�-I z ---- W ---- U ----_--- — -- --P---+I---ii —CONNECTION 'A' A5 PER PAGE 6-005 I i I Q _ I p PROPOSED RIDGE HEIGHT _-- _—_---- NEW RIDGE #5 REBAR (TYP) D_� I ELEV. +I-T.S' ------ RECLAIMED REBAR(BEN PROJECT: PROPOSED yP ��A 2 I I FISHER WOOD EXF0D BEAMS PROP05E NEW CEILING HEIGHT �S.o --------- ------- ¢ �` I ' i ADDITION Q' I CONNECTION 'BI' A5 PROVIDE 5" (MIN) GONG. COVER PER PAGE 6-005 OF ALL Ill WITHIN P. GONG. PROPOSED Q NEW R.R. TO STUD FOUND. WALLS 4 P. GONG. FT6'S. PROVIDE STRAPPING 4 NAILING GREAT ROOM P, CONNEOTION '0' IN TYPICAL NAILING/5TRAPPIN6 295 YOUNGS ROAD PROVIDE MENTS FOR UPLIFT, BETIWEEN CAVITIEON S &SHEAR 4 LATERAL RE515TANGE' ORIENT, N.Y. 11957 CO-ORDINATE E51RD5MOUTH PER ENERGY TABLE ON PAGE 6-005 ® EA. STUD. GORN�R GONN�GTION TO ENSURE Il NOTCHED (WHEN APPLICABLE) LE55 THAN 25% OF O RAFTER DEPTH (TYP) FLOOR SYST NEW (2) 2"x6" P.T. SILL PLATES DRAWING TITLE: 5TEM AS 3 0 UPON SILL SEAL UPON COPPER J NOTED PLAN O O0. TERMITE SHIELD BUILDING SECTIONS LL 4 m o #5 REBAR (TYP.) 2'-O" LAP DESIGN DETAILS a NEW 5/5"m HOOKED ANCHOR (TYPJ —CONNECTION 'DI' A5 BOLTS ® 5Q" O.G. w/5" SQUARE EXISTING FIRST�INI5HRD_FLOOR 5 —PER PACE 6-005 WA5HER 4 ENDNUT ELEV. +2.0' �;� NEW5iUC TO ----t— +-- --------- '� ) ASPHALT DAMP FLOOR ASSEMBLY z PROOFING TO EXTERIOR PROP. F.J. A5 PER PLAN #4 HOOKED VERT. i-— \, ` � ° .<� I�-------------- PAGE: AVERAGE GRADE I REBAR ® 4& O.G. it G .p I --------- - _ . _ PROPOSED #4 HOR. CONT. REBAR ® TOP 4 I e I GRADE ------- -- I - -------— ELEV. +0.0 m CRAWL &PAGE I I BOTTOM OF WALL (2 TOTAL) 1I &" — — I I IIA-301m00 _ -------------- L—— ----- z I I P. GONG. FOUND. WALL III _ —— I~— PROPOSED CRAWL SPACE m X (MIN. 4,000 PSI) I I I NV ELEV. +2.5' ---------- P. GONG. GONT. FT6. �I p z I I I Ij L _ — (MIN. 4,000 Psi) i :a — � _ � 4,., (i I i p DATE: 09/16/24 12 OF 15 #5 BENT 2 (5) #5 HOR. CONT. REBAR I I I REBAR (TYPJ II i O A-4ol 4" P. GONG. SLAB II"e — (V. 6 MIL POLY —MO15TURE RETARDER ^ —— 4" GRAVEL BASE, 4— I I " -41 _ PROV. GLEAN COMPACT FILL SECTION 1 -2 /A-5(01 'T' GONNEGTI ON SCALE: 1/4" = 1'-0" FOUNI7A7 1 ON NALL DETA I L rf REBAR OVERLAP DETAIL A-301.00 jSCALE: 5/4" = 1'-0" A-301.00 SCALE: 5/4" = 1'-0" I NOTE: ALL PLUMBING 4 FUEL GAS WORK SHALL CONFORM TO LOCAL 0 PLUMBING CODE 4 a O FUEL SAS Q IL Q 0 0 LJJ w W CB J ° N � PIPING Q N PENETRATIONS: � C � / I. PROVIDE "ABESGO 0 FP200 FIR O EXPANDING FOAM" - 76 0 (OR EQUAL) AT ALL PENETRATIONS AT L' z PROP. GREAT ROOM WALLS AND O O CV O EXIST. LIVING ROOM EXIST. FLOORS/CEILINGS. �' Y � °CD - Cr KITCHEN 2.PRODUCT T ^ L) T--- NEW NEW CONFORMS TO C x0 = N GAS SAS A57M E 614, A57M O p _ FIREPLACE FIREPLACE E 64 AND U m ° L 1479 +-+ u� N � Cam n ¢ o a O IY VERIFY VERIFY SIZE w/ SIZE w/ 5 MANU. MANU. EXIST. o m m RANGE Hm / o ° RELOCATED 4--J , 1 I. GREATS WINDOW OPENING 2. APPLY WATER-RESISTIVERELOCATED EXIST. (2)BARRIER; 3. APPLY SILL FLASHING AND 4. INSTALL WINDOW AND APPLY 5. APPLY HEAD FLASHING b. FOLD WATER-RESISTIVE BARRIER OIL TANK PROPANE v GUT MODIFIED AND WRAP AROUND SILL WINDOW SEALANT JAMB FLASHIN6 DOWN AND TAPE OVER GUTS z TANKS AND SIDES OF WINDOW OPENING z n -�--� m N w EXIST. FURN. U � NA7ER—FZE51571\/E: BARRIER N I NDON FLASH I NO (EXTERIOR DOORS FROM Val I NDOV4 MANUFACTURER) OAS RISER — SUFFLY • A-401.00 � (n SCALE: N75 SCALE: N75 n, W P.T. D.J. AS P.T. D.J. AS P.T. DECK JOISTS AS PER PLAN PER PLAN NOTED ON PLANS 5/4"xb" P.T. DECK 5/4"xb" P.T. DECK BOARDS BOARDS FASTEN 5TRINGERS TO EXTERIOR SHEATHING AS 5UPPORTIN6 DECK JOIST w/ PER SECTION NOTES - SIMPSON LSC ADJUSTABLE \ P.T. BEAM AS NOTED P.T. BEAM AS NOTED 5TRINSER CONNECTOR SIDING MATERIAL AS Ox'1 xl0 STRUCTURAL PLANS L Ox-I x O TURAL PLANS L 5/4"xb" P.T. DECK BOARDS PER SECTION NOTES �" �" I BUILDINS PAPER 4 HOUSE WRAP PANEL SHIM INSTALLED AS PER ` PANEL SHIM INSTALLED AS PER NOTE: I" TO FULLY OVERLAP FLA5HIN6 5IMP50N H (OR EQUAL) POST BASE MANU. SPE0.5 SIMP50N H2SA RAFTER POST BASE MANU. SPEG.5 ALL DEGKIN6 SHALL BE: FASTENED NOSING EXIST. STUD WALL TIE TIE (OR EQUAL) I w/COATED DEGKIN6 50:REWS BY I^ SIMPSON 6ALV. ABU46Z M SIMPSON 6ALV. ABU46Z "DECK MATE" (OR EQUAL) I t 3.5" V.I.F. N P05T BASE (OR EQUAL) * 3.5' V.I.F. POST BASE (OR EQUAL) ) 1 "Z" FLASHING 5/4"xb" P.T. DECKING (2 MIN.) (2 MIN.) - `� '� (U.O.N. ON PLAN/ GRADE GRADE X DROPPED GAP FOR SECTION/DETAILS) 12"0 "SONOTUBE" FILLED a II 10"4> "SONOTUBE" FILLED Yljjl'° r I BEAM PER DRAINAGE SOLID w/P. GONG. II° °° SOLID w/ P. GONG. - (MIN. 4,000 P51) III III< STRUCTURAL --- (MIN. 4,000 PSI) IIUuII° O' MIN. PLANS _ -� Ipall 11 5/4 x RE(at) a, JI II HEIGHT P.T. RISER _ RADE _ SQUARE FOOT SF-22 z 2"xb" P.T. BLOCK IN BETVnEEN �t 2"xl4" P.T. STRINGERS -I (2) #5 BENT REBAR EA, STRINGER. FASTENEID TO '° ' -'� m CONCRETE FOOTING FORM = I6" O.G. (MIN. 3 STRINGERS METAL DTT DECK TENSION (CENTER BETWEEN I I FILLED SOLID w/ P. GONG. o P. GONG PAD w/ Idi/654" x �--�_4" ® EA. STAIRWAY) PARALLEL REBAR IN FTC.) P (MIN. 4,000 PSI); INSTALL '� 5-1/2" CONCRETE SCREWS BY JOISTS AS PER PLAN FASTENED w/(2) Z TIE BY 'SIMPSON' (OR P 5/6" (P x 5" LONG HEAVY DUTY GAL. FLASHING ' PER MANU. SPECS. 'GALIBURN" (OR EQUAL) - MIN. EQUAL) (5) SCREWS PER SL�OCK 4" THK. x 16" WIDE x WIDTH LAS BOLTS 6 16" O.G. INTO MUD SILL d (2) #5 HOR. REBAR UPON (2) III= OF STAIR P. GONG. PAD RIM BD.;WHEN ® FOUND. WALL FASTEN COUNTER #5 HOR REBAR (4 TOTAL) II IV w/(2) 5/6"O x 5" LONG APPROVED FLA514INO P.T. DECK JOIST MASONRY ANCHORS ® 16" O.G. A5 PER PLAN 13 I EXIST. FOUNDATION WALL I �t Pn Z EXTERIOR V400D DEG< IDETA I L EXTERIOR WOOD DEGfG DETAIL EXTERIOR MOOD STAIR DETAIL LEDOER CONNECTION DATA I L _ " _ „ " = 1'-O" 0 A-401.00 SCALE: 3/4" = I'-O" A-401.00 SCALE: 3/4" - I'-O" A-401.00 SCALE: 3/4 - i -O A-401.00 SCALE: I 0 � I a 0 HORIZONTAL REINFORCEMENT OF FOUNDATION WALLS PROJECT: PROVIDE STEPPED FOUNDATION WALLS 6-0" OR GREATER IN HEIGHT WITH ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS: NEW #4 CONT. HOR. REBAR 6'-5"; #4 REBAR ® BOTTOM, MIDDLE, 4 TOP OF WALL (5 TOTAL) F I S H E R ® TOP 4 BOTTOM L) >6'; #4 REBAR ® BOTTOM, MIDDLE THIRDS, d TOP OF WALL (4 TOTAL) 81I TH I CX REINFORCED CONCRETE ADDITION NEW P. GONG. FOUND. FOUND WALL (2 TOTAL) — WALL (MIN. 4,000 PSI) O SLAB TYP. ROOFING (SEE NEW #4 VERT. II SECTION NOTES) �N EXIST. FOUND. WALL REBAR ® 48" Q.G. O R�SS SHOULDER AREA (TYP.) 24 D 1,4METER Gf�ST IRON S��G���y P� a OR DEFINED SURFACE COVER I N ET CRATE FRAME ORIEN295 T, YS1 9507 GO-ORDINATE BIR:SMOUTH 5 pE� NEW #5 HOR. REBAR ° ° d "° �. a .� ° d °.^ ds. 1 TO ENSURE R.R. NOTCHED �. SPACED VERTICALLY ===�I===="=___=_=___ GRADE R 12° o.c.;DRILL d PIN sII< .° . all d . DRAWING TITLE: LESS THAN 2590 OF , /, 4" INTO EXIST. FOUND. I I d t e . I I. d ° `e a <° RAFTER DEPTH (TYP.) j / WALL U51NG QUIKRETE <e ql d ° ``�� e d d HIGH-STRENGTH =_ ____= II d ad V d ° d0 e . d �I , a . ANCHORING (OR °� II e II e ° I. _ — - DESIGN DETAILS ° ° II d < . ° ° GAS RISER DIAGRAM SIMPSON 6ALV. EQUAL) .'< II° °q d II . a e d`e. eG I " I li fH2.5A RAFTER TIE II . ed a II' .. e . d ° a d II d e J e O BEAM AS PER I °4 ildd a. a dd d d I e� IF.<. STRUCTURAL PLAN __ e I I ° I' G.J. AS PER STRUCTURAL PLAN = ---_� II d e If d e11 d °°. Ila ed ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ n Lu q a ee ° d. • II e < e °. � d .d'a If o FASCIA BOARD MIN. . ` II d. ?. `. .'°. !d, o a - II ° IIa I Z ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ SIMPSON LUS 6ALV. a If 11 < d . e . IP II--�- ( PAGE: JOIST HANGERS AT °II e ;. 4 �I----=-___-= I I I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑° I— FJLUSH BM. 4 LEDGER BD. I I " d , - c- Q ° gllIr millad �.dll e II 4a ° d — ----- A-40LOO _ _ _____ --z I I 1 1 4 . .d ' . IIII° .4 e� II d. d . . � .. <. . 0 � �° a �— ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ SIIMPSON POST GAP e `I1° : e ' ' < ' it Ik' - Af5 INDICATED IN d 4 II e II <d _ - Jllp.. .. II ,. , , . I 57RUGTURAL PLANS __= V.I.F. NUMBER OF STEPS REQUIRED --_ DATE: 09/16/24 13 OF 15 NEW #5 HOR. REBAR II d- .Ile a IIII (5 TOTAL) - DRILL 6 d <. .< ° I .. _ PIN 6" INTO EXIST. c II' a' tl. <II° II e Ilil' d a _ II d II �_ _______< I�`_= PROVIDE 3 (MIN.) GONG. COVER O Z FT6. USING QUIKRETE ff =_____ = i=�� d --II -_u -- OF ALL REBAR WITHIN P. GONG. _ HIGHISTRENGTH -� °II a' . .II v II FOUND. WALLS P. GONG. FT6'S. -� PREG�ST GONG. ANGHORI N6 EPDXY _ - __ < I I " ^, (OR EQUAL) II dIF ===____ _= NEW #4 BENT VERT. REBAR ® 16" O.G. t�ROUND LEGHINO RING. SEE P.T. P057 PER PLAN INSIDE IIII 11 .°'°. ll ', HOOKED BENEATH HORIZ. REBAR I, I /� FIfBERGLA55 COLUMN CASING Y`4l'tiTER se�� GL�LGULTIONS ON C NEW I6" WIDE x 8" DEEP. P. GONG. 517E FLAN FOR REOI dCs -- - ID - -- STEPPED FTC. (MIN. 4,000 PSI) �-_ D u e—a -- . , q" 3" MIN. NEW #5 HOR. REBAR (5 TOTAL) 21-011 DIAMETER S I_OII EEEEGTI�E DE 'TH MIN. a t• ° f �i.. EXIST. FT6. 2'-6" 2'-8" I'I IN. 'or FER J I TE PLAN _I I N. , ,ZZ ,K, 8 GOVEREI� FORG�—�I DETA I L GLEAN SAND � C R/��EL FILL ` .��,.;� . �•�,, A_ 401.00 SCALE: 3/4 = I'-O DR YELL DETAIL 1= 1N EA ` A-401.00 A-401.00 SCALE: 1/2" = 1'-0" i GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE POURED CONCRETE AND STEEL REINFORCEMENT NOTES: OE N E ,A L 5��E3 O L <E� : I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT CONCRETE IN TEMPERATURES UNDER 45 F IF THAT TEMPERATURE FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN65. NEW PARTIAL HEIGHT a EXISTING TO BE DEMOLISHED 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. WOOD FRAME (L.G. STL. 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION Q WHEN APPLICABLE) 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR 0 EX1571NO TO REMAIN CONFORM TO AGI 306. ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER Lu NEW FOUNDATION WALL ENCOUNTERED. uj �---•-� NEW WOOD FRAME'_ (L.G. � 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / J f>3 -i SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 114 DAYS. (Y) STL. WHEN APPLICABLE �/ TEMPERATURES WITHIN 10° F OF CONCRETE. Q a--+ (V V 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. •C � POST FOR 4" WALLS 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. m WOOD FRAME (L.Ei. STL. REMOVE AS REQ'D. .- WHEN APPLICABLE) (MIN. (2) 2"xb O POST FOR 6" WALLS), U.O.N. CARBON STEEL ASTMA615 GRADE 60. MM FOR SLABS DO NOT - O b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE �; NEW 2-HR FIRE RATED PERMITTED WHE NEED TO BE EPDXY COATED. CO N NECESSARY. i Z WOOD FRAME (L.Ci. STL. (b. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS O O (tI Oj "1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER WHEN APPLICABLE°) AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. SHALL BE STAGGERED. ❑- cu In 'I. PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN c � X O N 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. i PLACE AT TIME OF POURING $ MAINTAIN REQUIRED CLEARANCES, O +-+ STRUCTURAL PLAN NOTES POST $ COLUMN DESIGNATIONS: COVERA6E5, AND PLUMBNESS. O m POSTS E COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED a. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306CEMENT N cc OTYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED (ASTM G4a4/C4a4M, TYPES G AND E). 8 CONCRETE.ALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT Q O d C O • (2) 2'xb" P.T. SILL PLATES w/COPPER TERMITE SHIIELD BY OTHER CONSTRUCTION DOCUMENT NOTES $ STANDARD G $ SILL SEAL FRAMING REQUIREMENTS. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL • ANCHOR BOLTS AS PER FACE 6-003 AREAS EXCEED ONE SQUARE INCH. • P. GONG. FOUND. WALL AS PER DETAIL I/A-301 q2 (2) 2"x4" POST B2 (2) 2"xb" POST II. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED • P. GONG. FT6. AS PER DETAIL.(S) NOTED SEPARATELY TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS n 1 • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR REACHED A COMPRESSIVE STRENGTH OF 800 PSI. `LJ • B.O. FOOTING 3'-0" BELOW GRADE MIN. P3 (5) 2"x4" POST B3 (5) 2"xb" POST • 1/2" EXPANSION JOINT 0 PERIMETER OF SLAB (WHEEN 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / A4 (4) 2"14" POST B4 (4) 2"xb" POST STOOPS (WHEN APPLICABLE) • MASON TO ACCOUNT FOR FIN15H STONE ON THIN SET FOR HEIGHT OF ALL b SLAB (WHEN APPLICABLE)' A5 (5) 2"x4" POST 55 (5) 2"xb" POST PROP. 6B W ,- GONG. STACKED POST/COLUMN: SLAB ® LOCATE INDICATED POST/COLUMN BENEATH POST/00)LUMN C�--�G 4"x4" POST ®---� 6"xb" POST n , • ON FLOOR ABOVE. W COLUMN: PROP. V.I.F. EXIST. V.I.F. EXIST. / x 4"xb" POST B"x8" POST (2) 2"x8" HDR (2) 2"x5" HDR STACKED POST 4� 2B LOCATE INDICATED POST/COLUMN ABOVE P05T/COLUMN ON - 1=I 0=+ u GONG. Q (MIN. SIZE) OR (MIN. SIZE) OR a FLOOR BELOW. 3-I/2" O.D. SGH 40 5-I/2" O.D. SGH 40 SLAB d' O D PROVIDE NEW O3 STEPPED FOOTING 6 STL. COL. (ASTM H STL. COL (ASTM NEW FT6. TO STEP AS NEEDED TO ALIGN WITH EXIST. FT6., AI23) BY SIMS AI23) BY SIMS / 1 AS PER DETAIL a/A-401, V.I.F. EXIST. FT6. DEPTH. STEEL (OR EO.) STEEL (OR EO.) 0 v 4D HOLDOWN (FOUNDATION TO IST FLOOR): x 0 WALL STUD FRAMING NOTE: bB HOLDOWN 'D' AS PER PAGE 6-005. COORDINATE PLACEMENT OF WALL STUDS DIRECTLY BENEATH 0 RIDGE BEAM POST 5TRAPPIN6: SPECIFICALLY INDICATED JOISTS, BEAMS 8 UNSHEATHED Q ` ^ POSTS;THESE MEMBERS SHOULD NOT FALL SOLELY ON X ® EXIST. V J 5A I. CONNECT RIDGE BM. TO 5UPFORTIN6 P05T w/SIMIPSON EXISTING w DOUBLE TOP PLATES WITHOUT A WALL STUD DIRECTLY � C520 STRAPPING, WRAPPED OVER BEAM b BACK: DOWN BENEATH. ADDITIONALLY,ENSURE MULTIPLE PLY STUDS GARAGE SLAB GARAGE u 28o S.F. POST 6-4/MAXIMUM END LENGTH NAILING ID AGHIEVE ON PROVIDED AS INDICATED BY POST/COLUMN DESIGNATIONS. j Q STRAPPING ON BOTH SIDES OF RIDGE POST). 2. P05T 5TRAPPIN6 SHALL BE USED IN LIEU OF TYPI<CAL RIDGE BEAM POST GAP REQUIREMENT TYPICAL DOOR/WINDOW HEADER NOTE: RIDGE DROPPED BEAM-TO-h4EADER STRAPPINCG: PROVIDE (2) 2"xIO" HEADERS AT ALL DOORS 3 WINDOWS, U.O.N. SB CONNECT RIDGE DROPPED BM. TO 5UPPORTIN6 HDR iw/ SEE PAGE 6-005 FOR NAILING/57RAPPING/FRAMIN6 REOUIREMEN75 SIMPSON 0520 57RAPPIN6, WRAPPED OVER BEAM d BACK (BY OPENING WIDTH) THAT SHALL BE PROVIDED,U.O.N. DOWN HDR (w/ MAXIMUM END LENGTH NAILING AGHIEV'ED ON SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: 5TRAPPIN6 ON BOTH SIDES OF HDR) NEW UN-REINFORCED P. GONG. SLAB 6 I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON4 2. b MIL POLY VAPOR BARRIER(OMIT FOR SLABS PROPOSED AT EXTERIOR LOCATIONS) UPON 3. 4" (MIN) GRAVEL BASE B2 _ NEW REINFORCED P. GONG. SLAB SOIL BEARING CAPACITY NOTE: EXIST. \ STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL CL cc '11 B 6B 1. NEW 4" THK. P. GONG. SLAB w/b"x6"-10/10 W.W.M. UPON BEARING CAPACITY OF I.O TON/S.F. ® �/11 2. b MIL POLY VAPOR BARRIER (OMIT FOR SLABS EXIST. PROPOSED AT EXTERIOR LOCATIONS) UPON BATHROOM 3. 4" (MIN.) GRAVEL BASE -i lL 1L O OFOUNDATION FOR ND, DECK: cl I v ?A EXIST. iV° EXIST. <+ WD. P.T. BM. UPON SIMPSON ABU��6Z POST BASE UPON 14"� EXISTING x 0 x O EXIST. 2"Xb" `� `fl P. GONG. PIER AS PER DECK DETAIL 4/A-401, cV BATH cV = I I H BEDROOM GYM �9 ® I6" N 43.a S.F. 143 s.F. FOUNDATION FOR WD, DECK:_ 166.E S.F. N ® ® ix-i w -1 TB kV. P.T. BM. UPON SIMPSON ABU46Z POST BASE UPOM 10"4 X X P. GONG. PIER w/ "SQUARE FOOT" 5F-22 CONCRETE PAD w w EXIST. FOOTING, AS PER DECK DETAIL 5/A-401. CS I II ® EXISTING CONTINUOUS FOOTING V.I.F. EXIST. I6"x6" DEEP P. GONG. CONTINUOUS FT6. NEW (2) SH UPSET BM. (FLUSH w/B.O. G.J.); PROPOSED CONTINUOUS FOOTING - Xm'. FASTEN TO EXIST. RIM gB EXIST. (3) 2„xl0" tAl O I6"x8" DEEP P. GONG. CONTINUOUS FT6. A5 PER DETAIL SIMPSON JOIST DROPPED BM. I I' w/ I/A-301. i EXISTING STEPS ® LU52&-2 HNGR. NEW 2"xb" G.J. y GRADE ® 16" O.G. w/ 11IL. z II LU526 HNGR. FOR WOOD STAIRS ® V GRADI= �p I �� 0� G UPSET BEAMS aO 4" THK. P. GONG. PAD x 16" WIDE: x REO'D LENGTH UPONx 0 ( X( -1 1: EXIST. 6" GRAVEL UNDER 2"x14" P.T. STAIR STRINGERS ® MAX. iv � EXIST. I Nf IL N MODIFIED BATHROOM PORCH �p ' 35 S.F. N Ib O.G.,U.O.N. (MIN. 3 STRINGERS) MODIFIED N ® ABOVE N� x N STOOP Z TYPICAL LEDGER BOARD: STOOP w �: iv j 1 3'I S.F. I EXIST. �F O EXISTING W S_ GREENED-IN � J PORCH 10 I. (U 2"x BD. TO MATCH DEPTH OF JOISTS (P.T. BD. FrOR Ilwi w 3' C 6 S.F. C 236 S.F. V EXTERIOR INSTALLATIONS) 2. SECURED w/ (2) 5/6" m x 5" LONG H.D. GAL. LA6 II 6 BOLTS ® Ib" O.G. EXIST. (5) 2"x8" EXIST. (5) 2"x8" z m II j 3. INSTALL H.D. 6ALV. JOIST HANOER5 BY 'SIMPSON' i(OR DROPPED BM. DROPPED BM. V.I.F. EXIST. to EQUAL) NEW (2) 2"xIO" UPSET BM. (2) 2"xb" HDR 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHINS (FLUSH w/ B.O. G.J.); (MIN. SIZE) OR TUCKED UNDERNEATH SIDING $ BENT OVER TOP EED6E I I FASTEN TO EXIST. RIM PROVIDE NEW OF LEDGER BD. JOIST w/ SIMPSON LUS25-2 HNGR. Q II 4"x4" POST w/ COLUMN CASING: I. PROVIDE 4"x4" P.T. POST IN51DE FIBERGLASS COLUMN �j CASINO. 4 PROJECT: 1 2. CONNECT POST TO EXIST. STOOP USING (1) SIMP50N N tV I I . - 0 EXIST. �j RPBZ (RETROFIT P057 BASE) w/ I" CPS POST EXISTING X- p EXIST. LIVING KITCHEN d3 0 STANDOFF, INSTALLED IN "CORNER-POST FLUSH TO BASEMENT (V ROOM 146 S.F. (q FISHER EDGE" ORIENTATION PER MANU. SPEC.'S X 411.8 S.F. » 1,70 S.F. w w EXIST. 2"X6" ;j ® N ® OO OO 3. FASTEN POST BASE TO EXIST. STOOP" (2) " w w D.J. ® I6" O.G. X X-? ADDITION ANCHORS (2-3/4" MIN. EMBEDMENT) E SET-36 OfR � "AT-36" STRUCTURAL ANGHO'RING ADHESIVES. SEE- I u SIMPSON P05T BASE INSTALLATION INSTRUCTIONS; FOR cW MORE DETAILS. w� 4. CONNECT P05T TO BEAM w/ SIMPSON ACH4Z POV7 GAP (PROVIDE SHIMMING AS REO.'D TO MATCH BEAM MIDTH ►-- TO POST GAP WIDTH). I' LEDGER H6T. TO IIX( DW 295 YOUNGS ROAD HIDDEN ACCESS HATCH NOTI_ l0 MATCH DROPPED BM. iul NEW (3) I."15"xll.8"IS" T.J. 7r- 1 I2 I. COORDINATE FRAMING OF STAIRS DE50ENDIN6 T MATCH D.J.)r0 _ (OTHER LEDGERS TO _ 2.OE MICROLLAM LVL HDR _ ORIENT, N.Y. 11957 - EXI5TIN6 BILCO ENTRANCE Pit/ HIDDEN ACCESS H?ATGH MANUFACTURER;MANUFACTURER SHOP PRAW1NO75i TO BE PROVIDED. I'-6" NEW (2) RAISED HDR (2) 2"xb" P.T. FLUSH 10 -7A NEW EXPOSED, RECLAIMED DRAWING TITLE: 2. GUT GONG. CURB OF EXIST. E31LCO ENTRANCE AS REO.'D (FLUSH w/F.J.); BM. w LUS26-2 NEW 2"x8" P.T. TO ENSURE UNIFORM HEIGHT OF STAIR RISERS. FASTEN EXIST. F.J. TO HDR HNGR. ® SUPPORTING a p WOOD RAFTER TIES 0 52" O.C. w/51MPSON LUS26 HNGR. D.J. LEDGER 11 D.J. ® I6" O.G. (CONSIDERED NON-STRUCTURAL) 3. PROVIDE ADDITIONAL STAR. RISERS AS NEEDED' TO 3 (� PROPOSED STRUCTURAL PLAN ALIGN w/DECK F.F. EL. (2 RISERS ESTIMATED;V.II.F) I WLu 1 0-1 PROPOSED l I Q w OP. WOOD PR GRAWLSPAGE NEW 2"x,5" P.T. D.J. ® I6" O.G. w/ I z z DECK PAGE: 15a 210 S.F. 1 SIMP50N LU526 HNGR. ® FLUSH EMI S.F. 7B PROPOSED 0 12 L _ _ NEW 2"xIO" F.J. 10 DBL D.J.® STRINGERS w (Y GRE2 6 ROOM aS-101000 ® 12" O G LUS26-2 HNGR. 0 LEDGER -iA p p - - - - - - - - - ( I •••� II 1 iq dJ 1 IN NEW EXPOSED, RECLAIMED N WOOD RAFTER TIES 0 52" O.G. I DATE: 09 16 24 1 m (CONSIDERED NON-STRUCTURAL) ml 14 OF 15 q NEW 2"x14" P.T. w z NEW 2"xl0" F.J. STRINGERS I I' 012,10.0. . I (MIN. SIZE) NEW (5) NEW(5) - - - - - - - - - - - - - NEW 3 ® I6" O.G. 2"x8 HDR ( ) 2"x8 HDR PROP. BLUESTONE �\ PATIO 6 GRADE �" _ ;�' 22b.2 s.F. rye,y` y ; A N �`' �!; fir•' � -1,0 PROPOSED FOUNDATION STRUCTURAL PLAN FROPOSEID FIRST FLOOR STRUCTURAL PLAN SCALE: 1/4" = 1'-0 SCALE: 1/4" = 1`-O" I 0ENDRAL 5",rM50L <ENT" : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.S. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) 0 ui NEW WOOD FRAME (L.S. NEW FOUNDATION WALL J cc STL. WHEN APPLICABLE) I/ fy) i NEW I-HR FIRE RATED MIN. (2) 2"xW STRUCTURAL �/ ��,• � i WOOD FRAME (L.(5. STL. ® POST FOR 4 WALLS 0 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL p POST FOR b" WALLS), U.O.N. _ -p } C09 WOOD FRAME (L..0.TSTDL. N z O WHEN APPLICABLE) d •co Lo X � N 57RU07URAL FLAN NOTES P057 8 COLUMN DESIGNATIONS: O 0 O Z CoPOSTS b COLUMNS OF PARTICULAR, IMPORTANCE ARE INDICATED 0 4_5 r- AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY � c"' OTYPICAL P. GONG. FOOTING S WALL CONSTRUCTION: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED N • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SFHIELD BY OTHER CONSTRUCTION DOCUMENT NOTES b STANDARD c d SILL SEAL FRAMING REQUIREMENTS. Q r- a 0 • ANCHOR BOLTS AS PER PAGE 5-003 • P. GONG. FOUND. WALL AS PER DETAIL I/A-301 A2 (2) 2"x4" POST B2 (2) 2"xb" POST • P. GONG. FT6. AS PER 1DITAIL(5) NOTED SEPARATELY RIDGE BEAM P057 GAPS: 5B n • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR PROVIDE SIMPSON ACH4Z OR AGHbZ POST GAPS MATCH POST `Lf • B.O. FOOTING 3'-0" BELOW GRADE MIN. A3 (3) 2"x4" POST B3 (5) 2"xb" POST NEW (5) DEPTH) AT ALL NEW POST-TO-RIDGE BEAM d POST-TO-ROOF B _ - - -_ - - - - - - - - - ° • I/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEEN 2NIO" HDR - - - - - - - - - - - - SEAM CONNECTIONS. PROVIDE SHIMS AS REG2UIRED WHEN POST APPLICABLE) � I • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / A4 (4) 2"x4" POST B4 (4) 2"x6" POST _ WIDTH EXCEEDS RIDGE BEAM WIDTH, UNLESS NOTED OTHERWISE. I I STOOPS (WHEN APPLICABLE) ROOF RAFTER TO SUPPORTING MEMBER CONNECTION: I �z I I • MA50N TO ACCOUNT FOR FINISH STONE ON THIN STET FOR HE16HT OF WALL d SLAB (WHEN APPLICABLE) AS (5) 2"x4" P05T B5 (5) 2"xb" POST 5B FASTEN EACH RAFTER SUPPORTING MEMBER (RIDGE BEAM, HIP, VALLEY, OR LEDGERR) w/SIMPSON LRUZ FACE-MOUNT I STACKED POST/COLUMN: RAFTER HANGER (SELECT MAXIMUM HANGER SIZE COMPATIBLE o Q ® LOCATE INDICATED POST/COLUMN BENEATH PO5T/r-(=LUMN D-- 4"x4" POST �--� 6"xb" POST w/ RAFTER DEPTH), UNLESS NOTED OTHERWISE. ( I In I I • ON FLOOR ABOVE. I I w u�i ta .0 LOCATE INDICATED POST/COLUMN ABOVE POST/COLUMN ON 4"x6" POST LJ b"xb" POST S v W w l-J p x Ll� I FLOOR BELOW. SC I0 I I � 3 7:12 ( I • 3-1/2" O.D. 5GH 40 5-1/2" O.D. 50H 40 I I p^Q p I '�� OSTEPPED FOOTING ���� STL. COL. (ASTM STL. COL (ASTM I I I y NEW PTO. TO STEP AS NEEDED TO ALIGN WITH EXIST'. FT6., l-1 A123) BY SIMS u AI23) BY SIMS I I x Q ' AS PER DETAIL q/A-401. V.I.F. EXIST. FT6. DEPTH. STEEL (OR E0.) STEEL (OR EO.) I � z J I I V 4D HOLDOO NHOLMNNDAOS PDER PIAO E 6-003 FLOOR): WALL STUD FRAMING NOTE: I I w COORDINATE PLACEMENT OF WALL STUDS DIRECTLY BENEATH RIDGE BEAM POST STRAPPING: SPECIFICALLY INDICATED JOISTS, BEAMS b UNSHEATHED I i a Z • POSTS;THESE MEMBERS SHOULD NOT FALL SOLELY ON �+ / SA I. CONNECT RIDGE BM. TO SUPPORTING POST SIPMP DOUBLE TOP PLATES WITHOUT A WALL STUD DIRECTLY SON �1 I w/ GS20 STRAPPIN6, WRAPPED OVER BEAM 6 $ACkK DOWN BENEATH. ADDITIONALLY, ENSURE MULTIPLE PLY STUDS I Q POST (w/ MAXIMUM END LENGTH NAILING ACHIEVED ON PROVIDED AS INDICATED BY P05T/COLUMN DESIGNATIONS. STRAPPING ON BOTH SIDES OF RIDGE POST). Q 2. POST STRAPPING SHALL BE USED IN LIEU OF TYP'IGAL NEW (2) 1.15"xq.5" T.J. 2.OE RIDGE BEAM POST GAP REQUIREMENT TYPICAL DOOR/WINDOW HEADER NOTE: MIGROLLAM LVL HDR RIDGE DROPPED BEAM-TO-HEADER 5TRAPPIMO: PROVIDE (2) 2"xIO" HEADERS AT ALL DOORS d WINDOWS,U.O.N. PLACED FLUSH w/NEW El - - - - - - -� - - - �� - - - - -I - - - - - - - - - - 58 CONNECT RIDGE DROPPED 15M. TO SUPPORTING HDR, w/ SEE PAGE 6-005 FOR NAILING/STRAPPIN6/FRAMIN6 REQUIREMENTS DROPPED BM. BELOW RIDGE - - - - - - - - - - - - - - - - - - - -I SIMP50N 0520 5TRAPPIN6, WRAPPED OVER BEAM C BACK (BY OPENING WIDTH) THAT SHALL BE PROVIDED, U.O.N. _ I r CONNECT NEW DROPPED DOWN HDR (w/MAXIMUM END LENGTH NAILING ACHIEVED ON SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: BM. TO NEW RAISED HDR STRAPPIN6 ON BOTH SIDES OF HDR) 2B B2 2B w/SIMPSON HHU5410 HN6R. NEW UN-REINFORCED P. GONG. SLAB - - - - I I V.I.F. EXIST. 2"xb" I ° 6 I. NEW 4" THK. UN-REINFORGIC> P. GONG. SLAB UPOIN _ 2. 6 MIL POLY VAPOR BARRIER(OMIT FOR SLABS MODIFIED PROPOSED AT EXTERIOR LOCATIONS) UPON I BEDROOM 3. 4" (MIN.) GRAVEL BASE 515 5.F. SOIL BEARING CAPACITY NOTE: I NEW REINFORCED P. GONG. SLAB STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL 6B I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M.. UPON BEARING CAPACITY OF 1.0 TON/S.F. EXIST. 2"xb" 2. 6 MIL POLY VAPOR BARRIER(OMIT FOR SLABS G.J. ® I6" O.G. 3.5:12 MI 3. 4 .) GRAVEL ASS EXTERIOR LOCATIONS) UPON I I I ,=12 PROPOSED N O"IA FOUNDATION FOR ND. DECK._ P G SIMP50N ONG. PIER AS PER DECK DETAIL 4 q_401. UPOIN 14"m NER.R. a 161, O.G. - - FOUNDATION FOR ND. DECK._ 1B ND. P.T. BM. UPON SIMPSON ABU46Z POST BASE UPOIN 10"(P p Q P. GONG. PIER w/ "SQUARE FOOT" SF-22 CONCRETE PPAD 'I I a FOOTING, AS PER DECK DETAIL 5/A-401. EXIST. NEW 2"xb" R.R. L tifi N 9< `C I 43 a 16" O. EXISTING CONTINUOUS FOOTiN6 4 5.F. + _<�� V.I.F. EXIST. 2"xb" O GL. ® G. !Y O V.I.F. EXIST. I6"xb" DEEP P. GONG. CONTINUOUS FTC. NEW HRG22 ip1yi 5A - - - R.R. ® I6" O.G. x PROPOSED CONTINUOUS FOOTING HIP-RIDGE I INEW 2"xIO I6"xb" DEEP P. GONG. CONTINUOUS FT6. AS PER DETAIL FACE-MOUNT 10:12 ��Q RIDGE BMA I m I/A-301. EXIST. CONNECT �0 G wP I ■ FOR WOOD STAIRS ® GRADE: 6 5 EXIST 'y+ �+ O-�vv-1 ISlu THK. P. GONG. PAD x IV' WIDE x REO'D LENGTH UPON BATHROOM ��(.� p ��,p 6" &RAVEL UNDER 2"x14" P.T. STAIR STRINGERS ® M,AX. 54 S.F. 16" O.G.,U.O.N. (MIN. 3 STRINGERS) O II TYPICAL LEDGER BOARD: O NEW 2"xb" R.R. I I"x B w I g 10 I. (I) 2D. TO MATCH DEPTH OF JOISTS (P.T. BD. FFOR ® I6" O.G. I I V EXTERIOR INSTALLATIONS) 2. SECURED w/ (2) 5/b" m x 5" LONG H.D. SAL. LA6 BOLTS 6 16" O.G. 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR I I I m EOU 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHINI. 3.5:12 TUCKED UNDERNEATH SIDING 4 BENT OVER TOP EIVOE 10:12 1 OF LEDGER BD. MODIFIED 4"x4" POST w/ COLUMN CASINO: BEDROOM1ga.q s.F. II 1 PROVIDE 4"x4" P.T. P05T INSIDE FIBEROLAS5 COLUMN CASING. I PROJECT: 2. CONNECT POST TO EXIST. STOOP USING (U SIMPSONI i �V,LF. EXIST. 2"xb" I RPBZ (RETROFIT POST BASE:) w/ I" GP5 P05T EXIST. 2"xb" R.R. a I6" O.G. STANDOFF, FLUSH TO G.J. ® ib" O.G. ORIENTATION PER MANU."CORNER-POST I I I FISHER 3. FASTEN P05T BASE To EXIST. STOOP w/ (2) i"(p - - - - I I p ANCHORS (2U3/4" MIN. EMBEDMENT) # "SITES." OR EM L- - - - - - - - - - - - - - - - - - - - - - - I - - - - - - J ADDITION AT-3G' STRUCTURAL ANCHORING ADHESIVES. SE'E I SIMPSON P057 BASE INSTALLATION INSTRUCTIONS FOR _ ° -I - - - - - - - - - - - T - - - - - - - - - - - - - - - - - MORE DETAILS. _- 4. CONNECT POST TO BEAM w/SIMP50N ACH4Z POST GAP (PROVIDE SHIMMING AS REG!.'D TO MATCH BEAM WIDTH TO P057 GAP WIDTH). 295 YOUNGS ROAD HIDDEN AGGE55 HATCH NOTE: 12 I. COORDINATE FRAMING OF STAIRS DESCENDING TO ORIENT, N.Y. 11957 EXI5TIN6 BILGO ENTRANCE w/HIDDEN AGGE55 HATCH W MANUFACTURER;MANUFACTURER SHOP DRAWIN.E5 TO 0 ry m 10:12 BE PROVIDED. DRAWING TITLE: 2. GUT GONG'. CURB OF EXIST. BILGO ENTRANCE AS REO.'D Q TO ENSURE UNIFORM HEIGHT OF STAIR RISERS. PROPOSED STRUCTURAL PLAN 5. PROVIDE ADDITIONAL STAIR RISERS AS NEEDED TO in AL16N w/ DECK F.F. EL. (2 RISERS ESTIMATED;V'.I.F.) NEW 2"xl0" R.R. NEW 2"xIO" R.R. a I6" O.G. r,< z PAGE: D III S-102m00 - - I ° L- - - - -- - - - - - L o ❑ DATE: 09/16/24 15 OF 15 FROFOSEI> SECOND FLOOR 57zUG7URAL FLAN PROPOSED ROOF FRAM I NO FLAN r q .4 o 3- SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0" SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION ® PROPOSED ACCESSORY STRUCTURE f PROPOSED 2ND STORY A � ��' w LIJ cu J M 0 ;v 'w °w;v• ����• •4r:' ,w:- �pr:• clv:• air:• v:• v:• e•, v.• - �O I• `.O.Y`4. , ' ! ',`;1 ., � (.0 :°+ `.d°'so `.°o e°< `;°e eoa e°eo °�.. 'd4a° �O °aa o?v• ��r' ear' �?w• air• v v • v _ { FLOOR I � '.iI °`w- �. L � ,�- • eo"e'°°° ob°8�° d S�•`roaepPo ° hero° !^ero° p°° 1 `I'>'° pe° ,><.'a p.°oe `:e edo `coed •e° `e 'd+. `a,�•^. °a °?,v °Jv °4v °fir• o�°. .pr. .4v. .v •v I� OO��� I �T �� T 1 .., pd6o' `abo'6 `,, 000,s, voD;s°, oeas, 000�°roo voDa ;° oeD•°ro° a ro° °no apg !°°° op e° p`°°` p`°° `:e^° `.d,°<° 'gig<° edde. 'd°e. °4•p °� '\�, I 1 I O� ' t. O CNz � ° � ,c oe° °s> °d.d °!d Pe °:, 000woo o�o�a°. >oo;to. 000<e; 000•°eo° >e•°p u° °�°°ro° p�o°P p°e p.v p. p`<°• p,°,° s:°<a •,d,°<8 a:°tea `e°„° `d°° °� I , '; ` � �• - 's°• oo'w'. obo'8° oao, ro ro0 e ° p p !r 1 o- <°o ° `o°g ":os_�,:;e �✓o.°°=s>o. Ooo. od >�°d >B°d a<nod aB>d ✓6° d °�°, v'tle°af v°oe°°~°°; v'o0°0�� T° pe>°° }} 7}���) `/�� }���/ o .1'�doo` 'ri�:° o2o:oe's mod:°°'_e�ao >BoSo r�pd adoi °dd z' v�°n:o v'�D'e°8,.• v<Oo��° v'sJ'o°P� v'o0°e°�° o,;Do'g°'°r° IFFOI O✓E REAR �/�� L.)ECX •� i ° '° o o°o ^. ^ o •; ^°°o' so:_doo°o4- °e°o�d� o°' °ds„•<e°:odo:a:_�o:s°^.r-°'do Q�e d,.°°°moo a° O�°d°�`a a°'°d c /� °_°oao;, - -- - --- _ __° _ < _ ° ° ° , ° ° ° °, °° :o- ° a , .. • , �po N22°06'10"E °> PROPOSED 4' HIGH r'o° ,°�° f. O O O Lf) :roo e° I T # 1 a a I FENCE AS PER NY5 °'° �I I _ -- Q ° _ POOL CODE ;;,pbo�% Le°.OQeo B. j e '•�•°o a°�,° V 1 - s8 'NM EXISTING SEPTIC PROJECT / ZONING DATA m / SYSTEM TO P W REMAIN # T,AX MAP 1000-IS-OI-12 I A,. 20' SECONDARY FRONT SUBJECT Y PROPERT ; YARD SETBACK _ �` \ / ro a°be®'' ZcONING DISTRICT R-40 NON-CONFORMING / \ \ \�. � I e_°a``a° °°i"• . 'i'" .� P f �4 r r .w + .• p., .� � LOT AREA 0.3 ACRES r y, z� 4-J 70 PROP. t e' !oopoa 8'�x4' 1 0 GIofO - SING '.,.0 LE FAMILY U )r�o Boa &� DIWELLINS W/ ATTACHED # , m °r ' ..,tr. '" 1 F . a-, r T" '" a 250100• AUGUST 18 I1IgB I \ / GARAGE AND SCREENED-IN n , REMOVE EXIST. FENCE N ¢, -1-�� W/ SATE e. . _ r' -' t,; TJ In ° I VARIANCE APPROVAL (PRIOR) #4561; FEBRUARY 07, Iq°lb S y °,, � • °art ov o4ioS' _- -Z I VARIANCE APPROVAL (CURRENT) #7�105; DUNE 25, 2024 rrr OOCIO 4 _ SUFFOLK COUNTY HD APPROVAL RAPRIL �f6 3 BEDROOM *r k U a�o�� / I I �m� \ FLLOOR AREAS PER SOUTHOLD TOWN CODE, SECTION 280-4 LOCATION Mi=r • - oeoe°o - Q EXISTING EXISTING r�oPeo�% HABITABLE GROSS a�,° EXIST. O TDOOR SPACE AREA SCALE: NT`S EXISTING SHOWER; PROVIDE � FIIRST FLOOR AREA 741 S.F. 1,104 S.F. GRAVEL NEW DOOR 1 Q r�o DRIVEWAY ° EXISTING +/- 20' HI 5EECOND FLOOR AREA 525 S.F. 555 S.F. �P ARBORVITAE F A E PROP. \ AREA TOTALS 1,266 S.F. 1,657 S.F. / WINDOW ° Bcpa PROPOSED RO OSED PROPOSED L HABITABLE OR055 �- PROJECT LOCATION &SCOPE 5T.-\ I SPACE AREA SITE PLAN & ZONING DATA / ENTIRY < EX15TINO FIIRST FLOOR AREA q66 S.F. 1,544 S.F. ;roo;°$'e? PORCH F SCREENED-IN 577 S.F. 604 S.F. 1LI PORCH � � S�GOND FLOOR AREA �-O O� •�O Q GENERAL NOTES EX15TINS Q AREA TOTALS 1,545 S.F. I,a4a S.F. ENERGY TABLE ;r°b$Qoo o' 2 STORY o, � DWELL IN-� STRUCTURAL DESIGN CHARTS m - oeso°o o 50UTHOLD TOWN GORE 280-207 (A)(1) °�aao dog% C-�-OOP•00 HOLDOWN ANCHOR BOLT REMOVE EXISTING FENCE Lc'�T SIZE / AREA IN I ALLOWABLE TOTAL ' ' Z E;XGES5 OF 10,000 12,317.4 S.F. 2s17.4 S.F. GFq GFq STRAPPING & NAILING DETAILS Q PROP. p 10 MIN. I (b>) LOB CONTAININS UP TO 3350 S.F.20,000 S.F. FASTENING SCHEDULE MAX. PRO�'OSED P OL 10'xb' w 38.6' - ` W/ Q" TON SURROUND AIDLLOkA5LE S.F. / PLUS o 'r=° (uNDE SEI�ARATE 12?.5� C�- EXOE55 LOT 2,100.0 s.F. 2aq.7 s.F. 238q.7 s.F. I,a48 s.F. -00�-.�® FRAMING GRAPHICS z � I J ° FILING ROPoSED AIREA DVER 10,000 S.F. a EQUI BEAM CONNECTION PATTERNS z ov e REMOV XISTING `W� PLAGM IT DW B LING 5 B° FIREBLOCKING DETAILS Z a SHRUBS \ LOB GO(ERAGE Q o BA5 ENT O Bp° O PROPOSED ( STORY - p SOUTHOID TOWN CODE 250-124 (B) - ®� .O PROPOSED DEMOLITION PLANS `� i 6p°oa a LL ADDITION 00 ' 1 z DIESGRPTION (FOOTPRINT) AREA 96 LOT N w ~ GOVERASE N Q °o PROPOSED O O %zo TOTAL LOT AREA 12,517.4 S.F. w °° WOOD DECK =°q]<oa\ A- 102 .0 I PROPOSED F � a E)XISTINS DWELLING W/ ATTACHED FOUNDATION PLAN Q Ik u1 ;ro ao; 1341.0 S.F. 10.119 O Z a c� c. \N re_o `�;° E)XISTING ENTRY STOOP 57.0 S.F. 0.39b a% o¢ �'ROPOSED BLUETONE ,'a?> °oti PRROPOSED DWELLING ADDITION 240.0 S.F. I.�l� P 'T10 ® I °- A- 105.O 1 PROPOSED FIRST FLOOR PLAN N o ••�� °e Nl��of RELOCATED \Y \ S.ADE O ;�000 bk \ PROPOSED PLUNGE POOL 88.0 S.F. 0.730 \ M /O0 CONDENSER \ - ;.,,�a P °°e PfiQOPOSED WOOD DECK O O O po; a \ \ /'Rp T/o ADDDTTOON I a8 O S.F. 16% PA Tp �( 20 \% \� PROPOSED 4' HIGH � TOTAL AREA OF ALL STRUCTURES 1�104.0 S.F. IS.Sy PROJECT: s�GONDARY \ram \°� r ` - 0�,0 PROPOSED SECOND FLOOR PLAN T�N���UR/Fo ENGE AS PER NYS ( B°�oe °°o FRONT YARD \ \q OOL CODE ;roo P4•e9; EXISTINS`4' HIGH HEDGE MAXIMUM LOT GOVERASE ALLOWED: 203o FISHER SETBACK '� p°°pv a (MIN• sF L/NA $oN ROMwELL \\ E ST. \� i 4p• °�� ° e ONIIING REGULATIONS MAIN BUILDING ADDITION Z _ D °0 0 �R LS) \ WEL� °o•. e° d roo o 'ro° gam d _ �,WE crepe p L , , p•• v d°„ Ce°°a° !0°0-�0 �Of°. ���000�0 r - _ -` °� d°` ^°°`° °ro a2 ` '°dam •� N 50UlTHOLD TOWN CODE 280-124 (G) -COI .O PROPOSED EXTERIOR ELEVATIONS EXI5TINO 4 HIGH HEDGES a' Ada° e ro °d,d 4v• � d°p I.°°e pe°0�o op•d� �`a'�o o��ovo�= o'O , • .mil• c' �<; eo k0 •�,° Re°�l - ° °° ��•• d°, ;ro° °d'°roo y ojd� �0�a n,'�o•`Cn��D�P�^,^°v 1 _.° d ° ca a.o �-^>°°.�•� q0 8 GODS X COMPLIES B° ° _ �,•• a da• p4 ;roo .oepe>°�� o'B F °�_ °od e°off Q"- EXIST. PROPOSED Go 295 YOUNGS ROAD � <� ,o i;v'` ''�< e q. 1 p.<°< Ie°, .voe •u o;d oo�o a°:oe+g°so °�/ °e�a��° o I o�' !°•• � d°�:°�,o>-°°e° d �o °°s' °°o- ��- N.Y. 11957 °off° o. ena Ee° nro!%' o°`�®E °B 9°o°o"�"a°° .► a ° �° W� °B°d o39ovoo MIt•N. PRIMARY ORIENT, NY �ea�d6 �d000 -- ��a ° FR:oNT YARD 35.0' 38.6' 38.6' YES -�®� •Q PROPOSED EXTERIOR ELEVATIONS MIPN. SECONDARY �-•� `--_ cj R D FRONT YARD 200' s7.7' 37°7' YES DRAWING TITLE: „ �' O � N � / MIPN. SECONDARY PROPOSED \ 51203420 W , 20.0' 4q.8' 36.0' YES PROJECT LOCATION & SCOPE FRONT YARD SITE PLAN & ZONING DATA GATE MIPN. REAR YARD 35.0' 17.3' q.q' *NO* -�0 I .� I BUILDING SECTIONS DESIGN DETAILS t MAXIMUM HEIGHT 35.0' 22.7' 22.7' YES ��O I�OS�� �I T� ���� * APPROVED REAR YARD SETBACK OF 17.3' AS PER ZBA #7g05; DUNE 25, 2024 SCALE: �" = Io'-o" DESIGN DETAILS PAGE: GAS RISER DIAGRAM G-001m0l DRAINAGE SYSTEM INSTALLATION NOTEQ: • A MINIMUM 10' SEPARATION IS REQUIfRED BETWEEN DRYWELLS 8 �j- 0 I .Q I PROPOSED STRUCTURAL PLANS WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC COMPONENTS, LEAC:HINS FIELDS, SEW'lER COMPONENTS, OTHER DATE: 03/28/25 1 OF 15 DRYWELLS, AND THE EDGE OF ALL FiOUNDATION WALLS • A MINIMUM 5' 5EPA'RATION IS REOUIRIED BETWEEN DRYWELLS PROPERTY LINES • A MINIMUM 2O' SEPARATION 15 REGUIIRED BETWEEN DRYWELLS AND BURIED PROPANE FUEL TANKS. 517E LAYOUT NOTES: 5- 0.2 •01 PROPOSED STRUCTURAL PLANS n T, • A MINIMUM 2' VERTICAL SEPARATION IS REQUIRED BETWEEN THE I. THIS IS AN ARGHITEGT'S SITE PLAN 4 IS BOTTOM OF DRYWf°LLS 8 THE HIGHEST EXPECTED GROUNDWATER SUBJECT TO VERIFICATION BY A LICENSED ELEVATION. SURVEYOR. THE INFORMATION • CONNECT ALL SU77ER LEADERS TO NEAREST DRYWELL � REPRESENTED ON THIS SITE PLAN 15 TO THE SEE ALSO DETAIL IO/A-401. ' ARCHITECT'S BEST OF KNOWLEDGE. R M �, , �•��" ;1 DRAINAGE SYSTEM G�DLGULATIONS: 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED NOVEMBER 27, AREA OF IMPERVIOUS GOVERASES (ROOF + BASEMENT ENTRY) = 1,760 S.F. 2018 AND PREPARED BY: 1,760 S.F. x 2" RAINFALL EVENT = 2015.5 1C.F. STORASE REO.'D ,,` POOL DRAINAGE REO.'D = 5% X 60 S.F. :x 5 FT. (AVS. DEPTH) = 15 G.F. TRUE POINT SURVEY �° �'..i TOTAL 5TORA5E VOLUME REC�.'D = 3083 G.F. 40Q LAKE AVENUE T��•" ty SAINT DAMES, N.Y. 11780 o F (1) 8'(P DRYWELL PROVIDES 42°22 G.F. PIER FT. OF DEPTH TELEPHONE: (651) 672-2451 (2) b'cP x 4' DEEP D.W. PROPOSED = 55126 G.F. STORAGE PROVIDED -- I i 0ENE AL S M50L <E"' DEMOLITION NOTE: PROVIDE SHORING AND SUPPORT TO ALL AFFECTED _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT 77T1f WOOD FRAME (L.G. STL. OF ANY DEMOLITION OR CONSTRUCTION. Q EXISTING TO REMAIN WHEN APPLICABLE) O NEW WOOD FRAME (L.G. cu NEW FOUNDATION WALL W STL. WHEN APPLICABLE) V -J ) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V t � © POST FOR 4" WALLS Q N WOOD FRAME (L.G. STL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL w 0 � POST FOR 6" WALLS), U.O.N. — 0 E WOOD FRAME (L G. 5TDL. •p N z O WHEN APPLICABLE) a. •C-0 Lo r- r- p O O 41-+ N N co IUDc O a -� -0 U • - m T d REMOVE d REMOVE d I REMOVE U c REPLACE REPLACE ALL REPLACE ALL WINDOW WINDOWS WINDOWS IN-KIND d IN-KIND d ' — IN-PLACE IN-PLACE (TYP) (TYP) Amok W REMOVE d REMOVE d 1 REPLACE EXIST, REPLACE ALL III I SUSFLOOR EXI5TING GARAGE SLAB GARAGE WINDOWS 11 1 28o S.F. IN-KIND d I d INSULATE IN-PLACE (TYP) REMOVE d REPLACE SHEETROG REPLACE ALL EXIST. 11 5'-O° n --REMOVE d REMOVE d REPLACE WINDOWS I ALL WINDOWS O EXIST:. ® RELOCATE EXIST. Gam- �J O II �� z ELEG�RIG IN-KIND d 5M/GO DETECTOR b Si.F. I II I REPLACE ALL IN-KIND d IN-PLACE � PANEL GLEAN EXISTING IN-PLACE AT LEAST V FROM EXIST. III WINDOWS PARTIAL WALL F= OUT U-TRAP (TYP) BATHROOM BATHROOM IN-KIND d (TYP-) REMOVAL FOR >Q> ?7 S.F. IN-PLACE LARGER W REMOVE / E 1 EXIST. EXIST. (TYP) OPENING w FOR ` (•� p EXIST. O WINDOW EXISTING REMOVE d i "� BEDROOM EXIST. BEDROOM III � Q BATH SM/CO 11t S.F. OPENING GYM SUMP REPLACE ALL II 143 S.F. Ibb.-1 S.F. 45.Q S.F. PUMP WINDOWS �-L—REMOVE d IN-KIND d Z I I II � REPLACE ALL 5O IN-PLACE XE IST• WINDOWS a O (TMP) RELO ATE EXIST. EXISOT. IN-PLACE N O 5M/G DETECTOR SM/GO (TYP) N J AT L AST 3' FROM W BATHROOM pp W EXIST. O 1�'1 REMOVE d _- EXIST. N H EXIST. EXISTING STEPS ® SM/Co I Z m a -7 EXIST. UP GRADE EXIST. (� X15 II 1 REPLACE ALL GL EXIST. , III WINDOWS EXIST. 5M/GO UP ON. BATHROOM IN-KIND 4 I ON. 4 5P. O H a 35 S.F. IN-PLACE Z Q -----� (TYP) V a EXIST. _ REMOVE d EXISTING 5M/CO REPLACE N.H. ( STOOP I I EXISTING EXIST. II EXIST. EXIST. 1 1 PORCH 37 S.F. I �� GL. REF. O SCREENED-IN C —REMOVE'. d d Lo i� ABOVE1 _ 6 S.F. PORCH 6 S.F. EXIST. REPLACE ALL N N O 0 236 S.F. BATHROOM I NIKIOD d ~ � N ----- REMOVE d (TYP)IN-PLAGE p O OM REPLACE j DOOR RELOCATE EXIST. SM/COJ 1\\ O PROJECT: L) REMOVE d J DETECTOR AT LEAST 3' I REPLACE FROM BATHROOM REMOVE d FURNACE (PROPOSED RELOCATION I REPLACE FISHER DOOR EXIST. OUTSIDE EXIST. BEDROOM) _ SM/CO EXIST. ADDITION EXIST. LIVINS EXISTi ING REMOVE d KITCHEN p BASE"ENT REPLACE ALL III ROOM 146 S.F. II 45'76 S.F. WINDOWS III Igo S.F. C EXIST. PREPLACEREMVE 4ALL IN-PLACE Iqq S.F. II WINDOIWS 295 YOUNGS ROAD T'-9" GLK,. HGT. IN-KIND d III BEDROOM 1 REMOVE EXISTING o IN-KIND d OIL TANK I I (TYP) — © � IN-PLACE ORIENT, N.Y. 11957 I PARTIAL WALL ( (TYP.) EXISTING I I REMOVAL FOR WATER WELL I I LARGER DOOR TANK I I 4-6 OPENING , 6 Dyl DRAWING TITLE: ----- L---L 1 PROPOSED DEMOLITION PLANS 1 -=---T — _--A --------- 1-=-=1=== - --] -_-_T-------- -� -_ -_- ----------- -----�---\11, ----! t-J, -------- - - -� r` ) F`-T''}--� 1 IFJ EXIST. 1NATER SUPPLY REMOVE EXIST. f _ r 1�-/1\_/_� REMOVE LINE WINDOW 1 d r r REMOVE d PARTIAL WINDOW AND l REMOVE .\�� •� ,\�J\�, 1 1 \ PORTIOMI OF WALL 1''; REMOVE d RELOCATE FOR LAR ER L EXISTING ,) 1' " �• REPLACE ALL VENT, DIL \ SHRUBS c: 1 REMOVE d WlNpow PAGE: \ ;-- L__ _ J RELOCATED WINDOWS VENT, AND \ EXISTIN(S -1' IN d HOSE BIB \ % .t,�,1 rF i PROPANE I IN-PLACE \ REMOVE EXISTING BILGO vnl �;:• ` r ,;� REMOVE d TANKS (TYP) \\ DOOR ABOVE BUT STAIRS ` fJL ' ='t- -{,-_-! RELOCATE A-101m0l \ REMAIN EXISTING AG L---- -----L \ CONDENSER \ REMOVE LOCATE\\ SPRINKLER 5 OF 15 XISTING B GO DATE: 03/28/25 DOOR BUT \ SYSTEM STAIRS REMAIN \ LINES \ BEFORE \ EXCAVATION - F�fi�O 'OSED FOUNDAT II ON DEMOLITION FLAN FROFOSED FIRST FLOOR DEMOLITION FLAN F ROPOSED SEGOND FLOOR DEMOLITION FLAN am sl . SCALE: 1/4" = I'-oil -741 S.E. HAE3ITAF3LE SF ACE; 1,104 S.E. OROSS FLOOF, AREA SCALE: 1/4" = 1'-0" 525 S.F. HA51TA5LE SFAGE; 555 S.F. OFROSS FLOOR AREA 5cALE,: 1/4" = I'-O" I E N ��A L 5"**r ��5 0 L E**%r ' DOOR SCHEDULE EXISTING TO BE DEMOLISHEDNEW PARTIAL HEIGHT DOOR MATERIAL WOOD FRAME (L.C. STL. FIRE RATING Q EX15TINO TO REMAIN WHEN APPLICABLE) TAG DESCRIPTION MANUFACTURER N NOTES IQ 45 MIN. RATED � WIDTH HEIGHT t- Q SELF-GLo51NC Lu NEW WOOD FRAME (L.O. NEW FOUNDATION WALL ! J co STL. WHEN APPLICABLE) ( M NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V a '~ v) WOOD FRAME (L.5. 5%. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O P05T FOR 6" WALLS), U.O.N. - 7 NEW 2-HR FIRE RATED L w I WOOD FRAME (L.S. 5%. O WHEN APPLICABLE) 'cu LN U FLOOR FLAN NOTES 00 O) m 4- DOOR NOTE: Oj I. INSTALL NEW INTERIOR DOORS W N WHEN GALLE:P OUT O � ON PLANS BY 'JELD-WEN' (OR EQUAL). cu 2.INSTALL NEW EXTERIOR: DOORS WHEN GALLEED OUT Q L]. O ON PLANS BY 'THERMATRU' (OR EQUAL). 5.NOTE DOES NOT INDICATE EACH NEW DOOR: PROPOSED;SEE DE516NATION5 4 DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS, U.O.N. 5. INSTALL AS PER MANU 5PEC.'s 6.PROVIDE (2) 2"xl0" HDR.,U.O.N. -I. SEE PACE 6-005 FOR ALL OTHER FRAMINd9 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WINDOW NOTE: O I. ALL NEW WINDOWS 4 DOORS SHALL BE MAFRVIN +J CASEMENT, DOUBLE-HU'NC, OR GLIDING (AS (NOTED). INSTALL AS PER MANU. SPEC.'S. U 2.NOTE DOES NOT INDICATE EACH NEW WIN=V4 PROPOSED; SEE DESIGNATIONS 4 YNINDOW SCHEDULE. n , 5.FOR 5U55TITUTION5,5E`.E NOTE #9 IN "GLASS WINDOWS (/ AND DOORS" ON PAGE 6-002. 4.ALL CASEMENT WINDOWS TO HAVE 5TRAI&HT ARM HINGE. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WA�5H 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: • EXISTING 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF GARAGE SLAB 5WIN61N6, 5LIDIN6, 4 BIFOLD DOOR'S 6.2. WITHIN 18' OF F.F. r 6.5. WITHIN 24" OF A DOOR FA_-501 FA---50-11 l� 6.4. WITHIN 5TAIR^4AY5 4 WITHIN 56" OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES 6.6. SEE ALSO GENERAL NOTES ON PA6EE 6-002 v_J 'I. SEE PAGE 6-005 FOR. FRAMING ELEMENTS: AROUND WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE A•:T A MINIMUM (2) 2"xl0" HEADER U.O.N. n, 8.WINDOW FALL PROTECTION SHALL BE PROWIDED PER W NY5 R512.2 FOR OPERABLE WINDOWS WITH SILL HE16HT5 LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN-72" Q ABOVE GRADE OR THE: ADJACENT SURFACiE AT THE BUILDING EXTERIOR. EGRESS NOTE: O IN COMPLIANCE WITH NEW YORK STATE BUILDI'INC PROV. EGRESS WELL BY CODE, SECTION R310.2.1;THE FOLLOWING MEAt.N5 OF RED(-EXIT;DESIGNER EXIST. EORE55 SHALL BE FOLLOWED: WINDOW WELL' m ELE-07RIC NET CLEAR OPENIN(9........... 5."i S.F. 54"WX54"DX56" PROJECTION `'9 PANEL CLEAN EXISTIN6 OUT U-TRAP NET CLEAR HEIGHT................ 24" MINIMUM n� NET CLEAR WIDTH................. 20" MINIMUM D EXIST. NEW WOOD FLOOR: EXCISTING BATH Cl �JUU 3 W " PLYWOOD SUBFLOOR BENEATH (6LUIE 4 SCRE4; GYM 43.a S.F. SUMP I. NE � I6(6."15.F. PUMP SCREW PERIMETE OF SHEATHING 6 O.G. 4: 12" O.G EGRESS I IOR. ,� 2.NEW WOOD FINISHED FOOR TO MATCH EXI5TIN6 O RESERVE O PE)UPST Z RELOCATE A/C CONDENSER:RE VE 4 O_G��E EX15TII AGo.1 5TA 5 PERMA!rAGTURE PEG . - - ilul a 3.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND FFTEXIST. SURFACE (GONG. PAD OR OTHER) W WEIGHT RATING SM/GO SUFFICIENT TO ACCOMMODATE 6ROS5 WEIIOHT OF CONDENSER. I I EX15T. Q 4.ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS EXIST. PORCH to APPLIANCE, AND AT LEAST 5' FROM WIND0WS/DOOR.S I I I STOOP ABOVE z WHENEVER POSSIBLE. ABOVE a NEW OAS FIREPLACE: p Ir N 1 O I. PROVIDE NEW OAS FIR:EPLAGE INSERT BY FMAJESTIG O 0 (OR APPROVED EQUAL.) 4 CONNECT TO PRCOPANE TANK 2.INSTALL AS PER MANUFAGTURER'5 SPECIFICGATION5 _ _ V 0 AND NY STATE CODE O w 5.REFER TO INSTALLATION MANUAL FOR ALL. REQUIRED N v) ~Q VENTING TERMINAL CLEARANCES w m a 4.REFER TO INSTALLATION MANUAL FOR MANTEL0. INSTALLATION 6UIDELINE5 Q NEW ' NEW FLUE: 6A5-FIRED QQ O I. PROVIDE ZERO-CLEAF:ANCE FLUE ATTACHED TO FURNACE ~ Q V Z ty EXTERIOR WALL (UL# 105 OR UL# 105 HT) - INSTALL AS PER MANU. SPEG.'s - P;ZOVIDE NEW WD. FR. ENCLOSURE W EX1571NO 1/2" GDX PLYWOOD 4 SIDING AS NOTED - "rCHA5E BASEMENT i Lu SECURING ® 5TD. SIDE WALL" ON PACE 6-0004. 411.8 5.F. F----� N N 2.PROVIDE "A$ESCO FP:200 FR EXPANDING (FOAM" (OR I \ / I I \ \ EQUAL) AT ALL PENTRATION5 AT T-4" 01-6. H6T. I \\// I N ul FLOOR5/WALLS/GEILIN55;PRODUCT GONF09RM5 TO ASTM I I U / � I 001 M 5.MECHANICAL FLUE TO EXTEND 5'-0" MIN. ABBOVE ANY I / \ ADJACENT COMBUSTIBLE STRUCTURES WITH4IN 10'-0". PROP. POOL PROJECT: 4.NEW GAP TO MATCH EXISTING NEW CONDITIONED AREA: 4 I EC�UIPPANT (NOT PART 6'-3y2" EXISTING 1 �, I FI THIS 4 FISHER O EXTEND EXISTING HEATING AND COOLING DUCTS TO NEW WATER WELL r----- - //`� I Ib FILING ) tt1 N LIVING ROOM AREA AND PROVIDE NEW HVAC. REGISTERS TANK I 1 X AS REQUIRE°. II - - - - - � ADDITION O REMOVE EXISTING WINIDOW AND REPLACE IN-KIND -O" _ �p EW GUTTER EXIST.- m m 10 SEE SPECIFICATIONS AT ELEVATION 4 ROOF IPLAN NOTES SUPPLY L n ER NEW 4 x3 ALUM. DOWNSPOUT (TYP.) NEl\ � 1-, 1-, .� 295 YOUNGS ROAD NEW P.T. POST INSIDE COLUMN CASINO. \\ ORIENT, N.Y. 11957 12 CA51NO TO R:ESEMBLE`. 6" FIBERGLASS COLUMNS \ BY DRAG ASSIG TU50AN SQUARE #2OQDG5 , 13 CUTTER HIGH POINT (TYP.) \\ O DRAWING TITLE: \ PROPOSED --- DETECTOR NOTrE5: CRAWLSPACE SMOKEC 14 ONTRACTOR SHALLV.I.F. PRESENCE OF )X ST. SMOKE \\ 210 s.F. 7 PROPOSED FOUNDATION PLAN /CARBON MONOXIDE DETECTORS AS INDICATED ON I A-401 PLANS. IF NOT PRESENT, CONTRACTOR 5HA:LL PROVIDE \\ UNDER-FLOOR OEl CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER \\ VENTILATION W BATTERY BACKUP. I 2.INTERCONNECTION BETI^EEN NEW 4 EXI5TINCC DEVICES I A-501 \ FLOOR 210 S.F. SHALL NOT BE REOUIRI`P WHERE EXISTING 1ALARMS \ AREA - - - - - - -ARE NOT INTERCONNECTED, AS PER NY5 RM14.4. % REG. S.F. PROV. - - - - - - - _ J PAGE: 5.PROVIDE SMOKE/GO DETECTORS AS INDIC:ATED, AND \ PER GENERAL ELECTRICAL NOTES ON PA6EE 6-002. I'f I'! 4.SMOKE /GO DETECTORS TO MAINTAIN V MMIN. REQ,m 1.4 S.F. 5.5 S.F. HORIZONTAL SEPARATION FROM 5UPPLY/REETURN DUCTS OPENINC75 TO BATHROOMS W SHOWER OFR TUB. 2- O \ O �- 4A-102m0l 5. INSTALL ALL AS PER MANU. SPEC.s I A-501m m A 50I 6.SMOKE DETECTOR AND CARBON MONOXIDE= DETECTOR G WI LDr✓LZ� T IS NEW RINNAI TANKLE55 GAS WATER HEATER \\ $ DATE: 03/28/25 6 OF 15 I6 NEW G R.AWL SPACE AGGE55 OPENING: \ PRO . 56"x56" AGGE55 OPENING METER Tt=R E17�FLOOR'�AREi'���lENT ;50L OP. I� I. NEW 16"x8" (MIN. 51ZE) VENT TO PROVIDE MIN. 1 S.F. NET NG. F � � �'- VENTILATION OPENING FOR EACH 150 S.F. OF \ AB ; . rs '_, "`'" ``•;; UNDER-FLOOR SPACE, PER 2020 IRG R40e5. 2. INSTALL AS PER MANU, SPECS WITHIN 3-O OF r� A`_ - BUILDING CORNERS. e , 5. 51TUATE VENTS WITHIN F.J. BAYS/BETWEEN STUDS AND AVOID POINT LOADS FROM ABOVE. IF POINIT LOADS UNAVOIDABLE, PROVIDE DBL. RIM J015T AE50VE. • 4. PROVIDE FOUNDATION VENT WELL 4 COVERR AT ALL . VENTS BELOW GRADE; INSTALL PER MANU. SPECS. FROFOGE� FOUNDATION / TI N PLAN 50ALE: 1/4" = 1'-0" -..w°.:lZ- "A�t ) HIGH EFFICIENCY LAMPS: - NOT LE55 THAN aO% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LA1MP5, AS PER 2020 NY5 EGG R404.1 i _ EXISTING TO BE DEMOLISHED NEW PARTIAL HE16HT WOOD FRAME (L.G. 5TL. Q EXI5TIN6 TO REMAIN WHEN APPLICABLE) Q Lu NEW WOOD FRAME (L.G. NEW FOUNDATION WALL W NATURAL LIGHT 4 VENTILATION STL. WHEN APPLICABLE) I/ cz (HABITABLE SPACE) 2 4 2 q _ C'7 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURALEI V WOOD FRAME (L.G. STL. POST FOR 4 WALLS FLOOR AREA 145 5.F. 0i C Ln WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL S.F. REa. S.F, PROV. Ow POST FOR b" WALLS), U.O.N. _ - p OL N O NEW 2-HR FIRE RATED LI6HTIN6;MIN. 5% , (9 WOOD FRAME (L.G. 5TL. OF FLOOR AREA 11.4 S.F. 15.2 S.F. z WHEN APPLICABLE) VENTILATION;MIN. 5."I S.F. 'f.b S.F. CL �� � � 1 4% OF FLOOR AREA Lo FLOOR PLAN NOTES FINISH CHART EXIST. c X :3 N DOOR NOTE: - GARAGE 2 90 O O 4 J Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 5T 1'L-E 28o S.F. J O m � L0 CV O 4-1 L0 cu ON PLANS BY 'JELD-WE:N' (OR EQUAL). LOCATION DETAIL A-301 A-3ol Q 0 a: 2: 0 2,INSTALL NEW EXTERIOR DOORS WHEN GALLEED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). MATERIAL SIZE FINISH COLOR I-I 3.NOTE DOES NOT INDICATE EACH NEW DOOR: RELOCATE OUTDOOR I-I PROPOSED;SEE DESI6NATION5 $ DOOR 50�HEDULE. SHOWER AS 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR INTERIOR NECESSARY FOR EXISTING WALL5, U.O.N. - - WINDOW WELL 106 ELECTRIC 5. INSTALL AS PER MANU 5PEC.'s WINDOW TRIM KNIPSOR WHITE METER 6.PROVIDE (2) 2NIO" HDR.,U.O.N. EX. "I. SEE PAGE 6-003 FOR ALL OTHER FRAMING -- ELEMENTS AROUND DOOR5 (TYP. FOR ALL) U.O.N. DOOR TRIM WINDSOP. WHITE WINDOW NOTE: -- O I. ALL NEW WINDOW5 E DOORS SHALL BE MARVIN WINDOW SILLS WHITE CASEMENT, DOUBLE-HUNG, OR GLIDING (AS INOTED). EXIST. INSTALL AS PER MANU. SPEC.'S. � 9 2 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; BASE MOULDING WINDSOR WHITE GL• • U • - SEE DE51ONATIONS 6 WINDOW SCHEDULE. 5.FOR SUBSTITUTIONS,5E`.E NOTE " IN "6LA55 WINDOWS G EXIST.ROWN 5 W I NDSOR WH 1 TE AND DOORS" ON PAGE; 6-002. MOULDING BATHROOM 2 9 T �y-1 4.ALL CASEMENT WINDOWS 4H TO HAVE 5TRA16T ARM HINGE. --- S.F. w 5. ALL DOUBLE HUNG WINNOWSA TO BE TILT WASH HALL FINISHES PAINT WHITE To MATCH 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: EXISTING EXIST. 6.1. FOR ALL 5KYLIOHTS E OPERABLE PANELS OF TO MATCH BEDROOM 5WIN61N6, SLIDING, d BIFOLD DOORS FFLOORING WOODL NEW ADDITION EXISTING 4 2 143 S.F. 6.5. WITHIN 4 OF F.F. 14 U c 6.3. WITHIN 24" OF A DOOR PAINT ALL I NEW NORTH EAST LANTERN 6.4. WITHIN 5TAIRKA%Y5 4 WITHIN 36" OF A LANDING DOORS PAINT WHITE INTERIOR SCONCES, MODEL ADAMS EXIST. 6.5. WITHIN TUB/SHOWER ENCLOSURES DOORS 6011 # COLOR DARK 6.6. SEE ALSO GENERAL NOTES ON PAOIE 6-002 - ANTIQUE BRASS;TO • RELOCATE EXIST. �� TO MATCH /r T. SEE PAGE 6-003 FOR,FRAMING ELEMENTS AROUND CEILING PAINT WHITE MATCH EXISTING SCONCE EXIST. FIRST FLOOR \� WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE A'X A MINIMUM EXISTING AT RIGHT OF DOOR 5M/GO DETECTORS (2) 2"xIO" HEADER U.O.N. 8.WINDOW FALL PROTECTION SHALL BE PROWIDED PER FEX7ERIOR O n , NY5 R312.2 FOR OPERABLE WINDOWS WITH i51LL HEIGHTS EXISTING STEPS ® XI T. VJ LESS THAN 24" ABOVE F.F., THAT ARE MORLE THAN 72° ALASKAN GRADE Q ABOVE 6RADE OR THE: ADJACENT SURFACIE AT THE OW 14 • UP EXI5T. 2 q BUILDING EXTERIOR. CEDAR YELL EXIST. DN. ROOFING SHINGLE CEDAR ALL NEW ROOFING EGRESS NOTE: ROOFING PERFECTION 5M/Go EXIST. SHINGLES BATHROOM IN COMPLIANCE WITH NEW YORK STATE BUILDIIING EXIST. 3 55 5.F. CODE, SECTION R510.2.1;THE FOLLOWING MEAWS OF STOOP EXIST. EXISTING E6RESS SHALL BE FOLLOWED: HARDIE SUMMER 5-1 S.F. � �F • SCREENED-IN SIDING DREAM 5 X 4 WHITE ALL NEW 51DING 6 S.F. PORCH NET CLEAR OPENINO........... 5.1 S.F. COLLECTION NET CLEAR HEIGHT............... 24" MINIMUM NEW WOOD FLOOR: 20" MINIMUM H ERATIS DECKING WOOD WEATHERED HERITAGE W/ ADD NEW SCREEN O I. NEW J" PLYWOOD SUBFLOOR BENEATH (6LUF_ d SCREW); WOOD DURATEGH DOOR; S' 'PREMIUM A SCREENS' PREMIUM GAPP I NG ADD NE SCREEN GHANOE I 104 CLAS51 C MODEL EX. SCREW PERIMETER OF SHEATHING 6" O.G. d' 12" O.G. ® EXISTING FIREPLACE TO PAINTED WHITE /- INTERIO PATIO FLOOR BLUESTONE ON GRADE DOOR;BY MONTANA BECOME OAS BURNING SURROUND;KEEP 2.w:C4 WOOD Ffkl5-+ ED FI-00 O MATG XI TIlv6L SCREENS' PREMIUM (CONNECT TO PROPANE EXI5TIN6 O4 RESERVE STAIRS WOOD --� CLASSIC MODEL TANK) HEARTH III PAINTED WHITE CORNER BOARD AZEK WHITE RELOGATE}\A_CONDENSER: r- EXISRO IVING KITCHEN Z _1 rP.3=MOVE a Rt�OGATE�XI5TIN6 AG�OND� 15 FASCIA AZEK WHITE q 2 Igo S.F. 146 S.F. 0 2.INSTALL AS PER MANUFACTURER SPECS. O O 5.INSTALL UPON LEVEL GROUND 4 PROVIDE 46ROUND OUTSIDE NEW i SURFACE (GONG. PAD OR OTHER) w/WEIOHiT RATING CHIMNEY BRICK ADDITTION - Lu J SUFFICIENT TO ACCOMMODATE GROSS WEId6HT OF Z PROP. RAISED CONDENSER. PROPOSED CAST IN 4.ALWAYS LOCATE CONDENSER 10' MIN. FRO?M ANY OAS WINDOW TRIM AZEK WHITE \ I HOSE SIB Q 2 q PLACE PLUNGE POOL BY APPLIANCE, AND AT LEAST V FROM WINDCQWS/DOORS PROP. WOOD 50AKED "MEDIUM PLUNGE" Z WHENEVER POSSIBLE. WINDOW SILL AZEK WHITE MN DOOR TO 10'X6' - 4'-11" DEEP d QJ I MATCH EXIST. AUTOMATIC POOL COVER ( d ONEW GAS FIREPLACE: _ -- -1 - 1 lol ® SCREEN DOOR UNDER SEPARATE o w I. PROVIDE NEW 6A5 FIREPLACE INSERT BY tMAJESTIG DOOR TRIM AZEK WHITE O APPLICATION ) y 0 (OR APPROVED EQUAL) $ CONNECT TO PROOPANE TANK N 0 2.INSTALL AS PER MANUFACTURER'S 5PEGIFIC;.ATIONS HIDDEN AGGE55 AND NY STATE CODE BULKHEAD 4'-b"->I -4'-6" 105 w 3.REFER TO INSTALLATION MANUAL FOR ALL REQUIRED LUCIGOLD NEW PATIO DOOR WITH END M VENTING TERMINAL CLEARANCES DOORS CONGEALED I O N N Q 4.REFER TO INSTALLATION MANUAL FOR MANTEL HINGES I A 8 I z m �a INSTALLATION 6UIDELINE5 �PROPo5ED HIDDEN w MARVIN / i ACCESS HATCH TO Q EXTERIOR ENTRY COASTLINE WALNUT FINISH WOOD FRONT REAR 2 3 I EXI5TIN6 BILGO STAIR DOORS W/CONGEALED END v Z p_ 1. FLUE: DOORS ENTRY DOOR l02 HINOE5;HINGE AND O I. PROVIDE ZERO-GLEAR;ANGE FLUE ATTACHED TO EXTERIOR WALL NL# 103 OR UL# 105 HT) - ]INSTALL AS - :0 MONTANA q SLOPING SLOPING DOOR BY 'LUGI60LD' i PER MANU. SPEG.'s - PROVIDE NEW WD, FR. ENCLOSURE w/ IN FRONT OF PREMIUM CEILING GEILIN6 PROPOSED I/2 GDX PLYWOOD E .iIDIN6 AS NOTED - S HG A5E SCREEN DOORS WHITE FRONT 4 REAR PROP. WOOD 5EGURIN6 ® STD. SIDE WALL„ ON PACE 6-G�04. CLASSIC DOOR 2 L _ _ _ TIMBERTEGH �t Lo 2.PROVIDE "ABESGO FP:200 FR EXPANDING (FOAM" (OR SERIES WOOD _ DECK OR _ N CV EQUAL) AT ALL PENTRATIONS AT - - �D 154 S.F. AERATIS 0i Lii 00-0 00 �, ' PROPOSED DECKING 0 ~ `i N FLOORS/WALLS/GEILIN65;PRODUCT GONFOPRM5 TO A5TM GREAT ROOM 16-8y2 o 0 E 514, ASTM E 84, AND UL 14'1a. 3.MECHANICAL FLUE TO EXTEND 3'-0" MIN. ABOVE ANY 216 5.F. c� PROP, ADJACENT COMBUSTIBLE 5TRUGTURES WITHIIIN 10'-0". A B � DN. 4.NEW GAP TO MATCH EXISTING DOOR SCHEDULE NEPSI 2 PROJECT: ONEW CONDITIONED AREA: FLOORING 2 EXTEND EXI5TIN6 HEATING AND GOOLIN6 DUG:T5 TO NEW DOOR MATERIAL PROP. TO MATCH * FISHER LIVING ROOM AREA AND PROVIDE NEW HVAG', REC715TER5 A AS REQUIRED, TAO -- -,I FIRE RATING A STONE EXI5TIN6 DESCRIPTION MANUFACTURER p -I 0 45 MIN. RATED NOTES 5-3 2 = Q < - 2 HEARTH a ADDITION 0 REMOVE EXISTING WINDOW AND REPLAG:E IN-KIND WIDTH HEIGHT 3 SELF-CLOSING - -� 2_ m 6'-O" iBLUESTONE 10 NEW CUTTER J I A-501 - 15 i0 _ A-501 Q LEDGE SEE SPECIFICATIONS AT;ELEVATION d ROOF fFLAN NOTES FIRST FLOOR 11 NEW 4"x5" ALUM. DOWNSPOUT (rYP.) - - 295 YOUNGS ROAD :: �; PRENGH POCKET 2 E 2 E ORIENT, N.Y. 11957 NEW P.T. POST INSIDE COLUMN CASING. 101 DOUBLE POCKET JELD-WEN (2) 3-O '7-O • GLA55 DOORS W/ ry 12 CASING TO RESEMBLE' 6" FIBERGLASS COLUMNS BY DURAG AS51G SCAN SQUARE # DGS GRILLES PATIO 0 GRADE JJJggq PROP. BLUESTONE MARVIN / „ FRENCH PATIO 2-9 2-q 5-o' 2-9 2 156.0 S.F. 13 GUTTER HIGH POINT (TYP.) 102 DOUBLE SWING (2) 2-6 7-O • DOORS W/ UOFDG2 r GRILLES PROPOSED A5 PROP05EP DRAWING TITLE: SMOKE DETECTOR / GO DETECTOR NOTES: _ BURNING FIREPLACE STONE O14 �i 4 CONNEG� TO HEARTH 3 I. CONTRACTOR SHALL V.I.F. PRESENCE OF EXIST. SMOKE 105 51NOLE SWING THERMATRU 3'-o" 6'-8" • • EXIST. PROPANE 5 SURROUND PROPOSED FIRST FLOOR PLAN /CARBON MONOXIDE DETECTORS AS INDICATED ON PLANS. IF NOT PRESENT, CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONONQDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER 104 51NOLE SWING THERMATRU 3'-0" 6'-8" • • RELOCATED AG w/BATTERY BACKUP. CONDENSER 2.INTERCONNECTION BETNEEN NEW # EXISTING DEVICES 16'-O" 16'-8y2" SHALL NOT BE REQUIRED WHERE EXI5TIN6 ALARMS 105 SINGLE SWING SCREEN TO MATCH OTHER ARE NOT INTERCONNECTED, AS PER NY5 R3514.4. SCREEN DOOR 5.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND �( PAGE: PER GENERAL ELECTRICAL NOTES ON PAGE: 9-002. 106 SINGLE SWING TBD 2'-6" 6'-O" 1 OUTSIDE SHOWER 4.SMOKE /GO DETECTORS TO MAINTAIN 3' MIIN. HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS PLAN NOTES: I. ALL INTERIOR TRIM TO BE PAINTED WHITE a OPENIN65 TO BATHROOMS w/SHOWER ORz TUB. ALL NEW WINDOWS SHALL BE MARVIN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. 2. ALL INTERIOR DOORS TO BE PAINTED WHITE 5. INSTALL ALL AS PER MANU. SPEC.'S • 3. REPLACE ALL WINDOWS WITH NEW A-10 3 m 0 1 6.SMOKE DETECTOR AND CARBON MONOXIDE: DETECTOR SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER I L I MCA E FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER 4. REPLACE FRONT 4 REAR DOOR,AND ADD SCREEN * CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS S. ALL EXTERIORDOORS AT ExiSTING DWELLING WITHIN 15 NEW RINNAI TANKLESS OAS WATER HEATER WINDOW CHART BOUNDARIES OF POOL FENGIN6 TO HAVE ALARMS DATE: 03/28/25 7 OF 15 E6 O ENNG AR I6 NEW CRAWL SPACE AGGE55 OENING: 56"x3b" AGGE55 OPENING ROUGH OPENING WINDOW DIMENSION LIGHT VENT i L�EO R ARE�A�eEN TAG COUNT TYPE MODEL # WIDTH REC�'D: 20" PROV. fPROV. IT I. NEW I6"x8" (MIN. SIZE) VENT TO PROVIDE MINI. I S.F. NET HEIG 2 REC�D: TEMP. PER UNIT PEER UNIT NOTES Y (S.F.) (S.F.) FROPOSED FIRST FLOOR PLAN VENTILATION OPENING FOR EACH 150 S.F. OF WIDTH HEIOHT WIDTH HEIGHT OPEN REOV: 5.7 UNDER-FLOOR SPACE, PER 2020 IRG R408>. _ S•F• �� � " - �� CALE: I,/4 = I -O 2. INSTALL AS PER MANU. SPEG'S WITHIN 3-0" of F A DOUBLE HUNG 02 UDHG2 2428 2'-b 5'-4" 2'-5 4" 5'-5 N/A 8.44 4.'76 MULLED �66 S.F.5 � ~ SIT �L� SF ACE;; 1,34�1- 5. C�i�OSS FLOOR f�� E BUILDING CORNERS. a �.. 3, SITUATE VENTS WITHIN F.J. BAYS/BETWEEN SiTUDS AND '+ AVOID POINT LOADS FROM ABOVE. IF POIN•IT LOADS DOUBLE HUNG 62 UDHG2 2428 V-b 4" 5'-4" 2'-5 5'-5 N/A [� 8.44 4."16 MULLED e A UNAVOIDABLE, PROVIDE DBL. RIM JOIST A53OVE, 4. PROVIDE FOUNDATION 'TENT WELL 4 COVER: AT ALL MULLED; W/ CENTER RAIL TO t' G 2 CASEMENT UCAP02844 E 2-5 3-'1 2-4 3-7 5.a2 5.-15 6.'75 1 VENTS BELOW GRADE; INSTALL PER MANU. SiPEG 5. _ MIMIC D.H. r CASEMENT UGAP02848 E 2'-5" 3'-II '� 2'-4" 3'-II 6.52 6.37 '1.44 CENTER RAIL TO MIMIC HIGH EFFICIENCY LAMPS: 2 DOUBLE HUNG 6� UDHG2 2428 2'-b 5'-4" 2'-5 5'-3 N/A 5.44 4.'76 NOT LESS THAN 9Y A THE PERMANENTLY INSTALLED LIGHTING �� 2020RNY5 EGG R4041S SHALL AIN ONL`r' HIGH-EFFICACY LAMPS, AS PER �� CASEMENT L�CAPO2440_-] 2'-I" 3'-3 " 2'-O" 3'-3 �" N/A 4.21 5.08 CENTER RAIL TOFIXTU MIMIC D.H. �•• ALL WINDOWS TO HAVE 2 OVER 2 GRILLES I i 0EN R L S`OW150L <E`I _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT CL WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) 2 F Q EXISTING TO REMAIN O --{ NEW WOOD FRAME (L.G. Lu NEW FOUNDATION WALL 3'-3y:2 W I------i NATURAL L I GHT � VENTILATION 5TL. WHEN APPLICABLE) (HABITABLE SPACE) a'-4" J (� SLOPING 5�-OPIN6 Q ,�,� N FLOOR AREA I60 S.F. NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL GEILINC PROP C1EILINC WOOD FRAME (L.G. 5TL. F05T FOR 4" WALLS b7 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL � S.F. REQ. S.F. PROV. 135 S.F. p � O POST FOR 6 WALLS), U.O.N. 6'-4" NEW 2-HR FIRE RATED OIF FLOOR AREA 14.4 5.F. 10.1 S.F. w 0 C7 L z WOOD FRAME (L.O. 5TL. = HOT. NEW O WHEN APPLICABLE) VENTILATION;MIN. FLOORING CL N 14% OF FLOOR AREA 'i•2 S.F. 6.6 S.F. - J I TO >, GCB r- L) Ct FLOOR PLAN NOTES W , MATCH p O Ox .� FINISH CHART ARTIFICIAL LIGHT TO SATISFY LIGHTING REQUIREMENTS d �' 3 EXISTING p POOR NOTE: I. INSTALL NEW INTERIOR DOORS WHEN GALLE=7 OUT AREA OF HABITABLE ROOM: I60 S.F. 0 .� O m �+� Lo I � STYLE REQ.'D LIGHT PER NY5 R303.1 = b FT-CANDLES/S.F. ' � � 0� '�"' CV � � I60 S.F. x 6 FT-CANDLES/S.F.ON PLANS BY JELD WEN (OR EQUAL). T LE5/S.F. - IA60 FT-CANDLES L� A-301 Q 0 � O A-301 w 2.INSTALL NEW EXTERIOR DOORS WHEN C,ALLE:D OUT LOCATION DETAIL 1_1 o ON PLANS BY 'THERMA�RU' (OR EQUAL). I,060 FT-CANDLES = 1,060 LUMENS Lu z I-I MATERIAL SIZE FIN15H COLOR w' w 5.NOTE DOES NOT INDICATE EACH NEW DOOR (1) 6W LED BULB = 450 LUMENS ?' 6 7- PROPOSED;SEE DESIGNATIONS 8 DOOR SCHEDULE. IO60 LUMENS / 450 LUMENS PER BULB = 2.4 BULBS J v 4.PLACE DOORS 4 MIN. FROM PERPENDICULALR WALLS, U.O.N. INTERIOR PROVIDE AT LEAST(5) 61H LOW VOLTAGE LIGHT FIXTURES SLOPING 5LOPIN0 W 5. INSTALL AS PER MANU SPEG.'s GEILINIS EILING W 6.PROVIDE (2) 2NIO" HDR., U.O.N. WINDOW TRIM WINDSOR WHITE 'I. SEE PACE 0-003 FOR ALL OTHER FRAMING, ELEMENTS AROUND DOORS (TYP. FOR ALL) W.O.N. DOOR TRIM HINDSOR WHITE WINDOW NOTE: 2 - StOPINC 2 I. ALL NEW WINDOWS d DOORS SHALL BE MARVIN -_ EGRESS GEILIN6 �Z N _0 O CASEMENT, DOUBLE-HUNGPOR GLIDING (AS NOOTED). WINDOW SILLS WHITE - INSTALL AS PER MANU. 5 EG.S. 5 0 U _ 2.NOTE DOES NOT INDICATE EACH NEW WINDOIW PROPOSED; PAINT EXIST. - - - BASE MOULDING F7KNv5OR WHITEIF W SEE DESIGNATIONS +L WINDOW SCHEDULE. � DOORS WHITE EX15T, 3. FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS, WINDOWS BEDROOM J 4.ALL CASEMENT WINDOWS TO HAVE STRAICHIT ARM HINGE. 18o S.F. m MOULDING r ■ •AND MOORS" ON PACE 0-002. CRONN HINDSOR =kqHlTr= " 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH TO MATCH SL. 6.IN GENERAL, TEMP. CL. SHALL BE PROVIDED): WALL FINISHES PAINT WHITE 7'-"f" GLG HGT. 6.1. FOR ALL 5KYL16HTS 8 OPERABLE PI OF EXISTING `�G TC. SWINGING,SLIDING, d BIFOLD DOORS9 TO MATCH 6.2. WITHIN W' OF F.F. FLOORING WOOD FNEW ADDITION EXISTING 14 2 q 6.3. WITHIN 24" OF A DOOR 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF fA LANDING PAINT ALL 3 6.5. WITHIN TUB/SHOI^IER ENCLOSURES DOORS PAINT WHITE INTERIOR • PAINT EXIST. EX T. 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 DOORS IS 'I. SEE PAGE 0-005 FOR FRAMING ELEMENTS ,AROUND - --- DOORS WHITE 5M/CO WINDOW5 (TYP. FOR ALL) U.O.N.;PROVIDE ATi A MINIMUM CEILING PAINT y,1HI TO MATCH EX (2) 2"xIO" HEADER U.O.M. EXISTING 5.WINDOW FALL PROTECTION SHALL BE PROVIIDED PER om NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS EXTERIOR 14 EXIST. IT 11' Fi Q LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN'72 ALASKAN DN EXIST. ABOVE GRADE OR THE ADJACENT SURF E AC AT THE SM/GO 4 S.F. • EXIST. GL. BUILDING EXTERIOR. CEDAR YELLOW ROOFING SHINGLE CEDAR ALL NEW ROOFING RELOCATE EGRESS NOTE: ROOFING PERFECTION EXIST. IN COMPLIANCE WITH NEW YORK STATE BUILDIMS 5HINGLE5 DETECTOR CODE, SECTION R510.2.1;THE FOLLOWING MEANyS OF XIS . EGRESS SHALL BE FOLLOWED: S.F.HARDIE GL. 2 q NET CLEAR OPENINO........... 5.1 S.F. 51DINO DREAM 5 X 4 SUMMER ALL NEW 51DING r, BATHROOM WHITE NET CLEAR HEIGHT............... 24" MINIMUM COLLECTION EX. 5a S.F. EXIST. NET CLEAR WIDTH................. 20" MINIMUM AERATIS Ex O O NEW WOOD FLOOR: W W/WEATHERED HERITAGE PAINT EXIST. D 3 I. NEW J" PLYWOO SUBFL.00R BENEATH (GLUE: 6 SCREN; DECKING WOOD WOOD DURATEGH DOORS WHITE ( 14 O SCREW;EFRI TER S1fEATH �6" Oyu 12" O.G. ® I GAPPING �] TERtQR. N� �NG �/ 2.NEW WOOD FIN15HED FLOOR TO MATCH EXISMINS PATIO FLOOR BLUESTONE ON GRADE • EXIST. O RESERVE STAIRS WOOD 5M/GO - - 1 CORNER BOARD AZEK WHITE MODIFIED RELOCATEA G GO Dt=NSER: O # LOCA -EXCISTINC A66.01'!,I ER BEDROOM 2.INSTALL AS PER MANUf=AGTURER SPECS. E::FA501A AZEK WHITE lae.a s.F. 2 q 3.INSTALL UPON LEVEL GROUND d PROVIDE GROUND "i'-T" GLG HST.] w SURFACE (GONG. FAVOR OTHER) w/ WE16HIT RATING OUTSIDE NEW SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF CHIMNEY BRICK 0 ADDITTION SLOPING Z CONDENSER. FGEILIN6 Q 4.ALWAYS LOCATE CONDENSER 10' MIN. FROhH ANY 6A5 WINDOW TRIM AZEK 3 APPLIANCE, AND AT LEAST 3' FROM WINDOYWS/DOOR:S j WHITE Z WHENEVER POSSIBLE. ir -----------------------------I--------------------- NEW GAS FIREPLACE: F WINDOW SILL AZEK WHITE 2 G SLOPING g CEILING ZO m O I. PROVIDE NEW CAS FIREPLACE INSERT BY M4AJE5TIG O �_. EGRESS N p (OR APPROVED EQUAL) d CONNECT TO PROPANE TANK DOOR TRIM AZEK WHITE N 2.INSTALL AS PER MANUFACTURER'S 5PEGIFIG:ATION5 Q AND NY STATE CODE HIDDEN ACCESS I m W 3.REFER TO INSTALLATION MANUAL. FOR 1R ALL EQUIRED BULKHEAD DOOR WITH END I�'-b" 6'-qy2" N N a VENTING TERMINAL CLEARANCESDOORS LUGIGOLD NEW PATIO CONGEALED h o p 4.REFER TO INSTALLATION MANUAL FOR MANTEL HINGES w m a INSTALLATION CUIDELINE5 Q NEW FLUE: EXTERIOR ENTRY MARVIN / O COASTLINE WALNUT FINISH WOOD FRONT I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO DOORS 8 REAR �= ENTRY DOOR DOORS NATURAL LIGHT 4 VENTILATION v z EXTERIOR WALL (UL# 105 OR UL# 105 HT) - INSTALL AS (HABITABLE SPACE) PER MANU. SPEG.'s - PROVIDE NEW ND. FR. I£NCLOSURE w/ MONTANA -F 1/2" CDX PLYWOOD $ SIDING PREMIUM AS NOTED - "CHASE IN FRONT OF SECURING ® STD. SIDE (WALL„ ON PAGE 6-0004. SCREEN DOORS WHITE FRONT I$ REAR FLOOR AREA Iqb S.F. d• m 2.PROVIDE "ABE5CO FF200 FR EXPANDING F=OAM" (OR CLASSIC, DOOR C14 \ EQUAL) AT ALL PENTRA:TIONS AT SERIES WOOD-- S.F. REQ. S.F. PROV. � � N FLOORS/WALLS/CEILINC5;PRODUCT GONFOII TO ASTM Q \ \ E 514,A5TM E 64, AND UL 14'141. LIGHTING;MIN. 6% 0 o p 3.MECHANICAL FLUE TO EXTEND V-O" MIN. A56OVE ANY OF FLOOR AREA 15.5 5.F. 15.6 S.F. ADJACENT COMBUSTIBLE STRUCTURES WITHIM 10-O . VENTILATION MIN. 4.NEW GAP TO MATCH EXISTING 4`X� FLOOR AREA '7A 5.F. 14A S.F. PROJECT: NEW CONDITIONED AREA: O EXTEND EXISTING HEATING AND COOLING DUCTrS TO NEW LIVING ROOM AREA AND (PROVIDE NEW HVAC IRE SISTERS FISHER A5 REQUIRED. ADDITION O REMOVE EXISTING WINDOW AND REPLACEE IN-KIND to NEW GUTTER SEE SPECIFICATIONS AT ELEVATION d ROOF PLAN NOTES II NEW 4"x5" ALUM. DOWNSPOUT (TYP) 295 YOUNGS ROAD NEW P.T. POST INSIDE COLUMN CASING. ORIENT, N.Y. 11957 12 CASING TO RESEMBLE 6" FIBERGLASS G°OLUMN5 BY DURAG A55IG TUSC:AN SQUARE #2002C. 13 GUTTER HIGH POINT (TYP) DRAWING TITLE: SMOKE DETECTOR / GO DETECTOR NOTE2.5: 14 I. CONTRACTOR SHALL V.I.F. PRESENCE OF EXIST. SMOKE PROPOSED SECOND FLOOR PLAN /CARBON MONOXIDE DETECTORS AS INDICATED ON PLANS. IF NOT PRESENT,CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMO PROP05ED SEOONrI ) FLOOR PLAN k:E /CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INTERCONNECTION BETWEEN NEW a EXISTING� DEVICES 5-7-7 S.F. HAE3 1 TAE3LE SFAC E; 604 S.F. O ROSS FLOOR AREA SCALE: 1/4" = 1'-0" SHALL NOT BE REQUIRED WHERE EXISTING ALARMS ARE NOT INTERCONNECTED,AS PER NY5 R3114.4. 3.PROVIDE SMOKE/GO DETECTORS AS INDICFATED, AND PAGE: PER GENERAL ELECTRICAL NOTES ON PAGE: G-002. 4.5MOKE /CO DETECTORS TO MAINTAIN V MIM. HORIZONTAL SEPARATION FROM 5UPPLY/RE17URN DUCTS A- 6. ® ■ ol a OPENINGS TO BATHROOMS w/SHOWER OR, TUB. ALL NEW WINDOWS SHALL BE MARVIN; INSTALL AS PER MANU. SPEG.'s. 5EE PAGE "G-005" FOR NAILING 4 STRAPPING DETAILS. 5. INSTALL ALL PER MANU. 5 SEE DOOR 50HEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER SMOKE DETECTOR AND CARBON0N MONOXIDE DETECTOR •• FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER MP ANC I ��Z>AL D •• CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS I5 NEW RINNAI TANKLE55 GAS WATER HEA7F_R WINDOW CHART DATE: 03/28/25 8 OF 15 Ib EGRESS CLEAR NEW CRAWL SPACE ACCESS OPENING: OPENING LIGHT VENT 56"x3b" ACCESS OPENING ROUGH OPENING WINDOW DIMENSION WIDTH REQ'D: 20° PROV. I PROV. COUNT TYPE MODEL # U ER- TAG HEI6 EQ'D: TEMP. UNIT NOTES 0 NT0 PER 24 I� I. NEW 16"1 (MIN. SIZE) Vf=NT TO PROVIDE MIN.. I S.F. NET (S.F•) (S.F.) VENTILATION OPENIN6 FOR EACH 150 S.F. OF WIDTH HEIGHT WIDTH HEIGHT OPEN REQ'D: 5.'f UNDER-FLOOR SPACE, PER 2020NI IRO R406.. A 5 DOUBLE HUNG G2 UDHG2 2426 :2'-(, 5� G S.F. 2. INSTALL A5 PER MANU. SPEG'S WITHIN 3'-0" (OF 4 r- 21-5 41' 5'-3 :: N/A 8.44 4.T6 MULLED BUILDING CORNERS. 3. SITUATE VENTS WITHIN F.J. 5AY5/BETWEEN STUDS AND AVOID POINT LOADS FROM ABOVE. IF POINTr LOADS � I� DOUBLE HUNG G2 UDHG2 2428 2-6 4 5-4 :2'-5 4 5,-5 N/A 6.44 4.T6 MULLED UNAVOIDABLE, PROVIDE DEL. RIM JOIST AEXOVE. _______--I--------_-_--- �� 4. PROVIDE FOUNDATION VENT WELL b COVER AT ALL _ MULLED; W/ CENTER RAIL TO N C- VENTS BELOW GRADE; INSTALL PER MANU. SPPEG'S. CASEMENT UGAP02544 E 2 5 3-? 2-4 3-"1 5.q2 5.?5 6.15 MIMIC D.H. �? °+k' Q' f D i CASEMENT UGAP02648 E 2-5 3-I I 2-4 3-I I 6.52 6.3 7 '7.44 CENTER RAIL TO MIMIC D.H. �`� ®� HIGH EFFICIENCY LAMPS: E 2� DOUBLE HUNG 02 UDHG2 2428 2'-6 �'-4" 2'-5 4" 5'-3 N/A 8.44 4.16 NOT LE55 THAN gOSK THE PERMANENTLY INSTALLEED LIGHTING r���� FIXTURES SHALL CONTAIN IN ONLY HICF+-EFFICACY LAMPS, A5 PER F I CASEMENT UGAP02440 2'-I" 3'-3 �" 2'-O" JF 3'-3 �" N/A 4.21 5.08 CENTER RAIL TO MIMIC D.H. 2020 NYS EGG R404.1 ••• ALL WINDOWS TO HAVE 2 OVER 2 GRILLES i C ENE .AL 5**%r 50L_ _ EXISTING TO BE DEMOLI5HED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW FOUNDATION WALL ILL!NEW WOOD FRAME: (L.G. STL. WHEN APPLICABLE) -J co M NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUGTURAL WOOD FRAME (L.G. 5TL. ® POST FOR 4" WALLS Q CV ul) WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL _ POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED , > WOOD FRAME (L.E3. STL. Z WHEN APPL I GABLE) O C (U O FLOOR PLAN NOTES X N DOOR NOTE: O C O 4-J C9 Oj I. INSTALL NEW INTERIOR DOORS WHEN CALLEGW OUT J` �o - - - - - � - - - - � o C N 4-' Lr) o co Q o a O ON PLANS BY 'JELD-WEIy' (OR EQUAL). _ _ _ _ _ _ _ 2.INSTALL NEW EXTERIOR DOORS WHEN GALLECD OUT � r ON PLANS BY 'THERMATRU' (OR EQUAL). 3.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DESIGNATIONS 4 DOOR SOWEDULE. 4.PLACE DOORS 4 MIN. FROM PERPENDICULAFR WALLS, U.O.N. I EXIST. 5. INSTALL AS PER MANU 5PEG.'s I I GUTTERS 6.PROVIDE (2) 2"xIO" HDR.., U.O.N. EXISTING I TO REMAIN 7. SEE PAGE 6-003 FOR ALL OTHER FRAMIN& ELEMENTS AROUND DOORS (TYP. FOR ALL) W.O.N. I ROOF WINDOW NOTE: O I CASEMENT,!DOUBLE-HUDNS RS SHALL BE I OR SLIDNG (A5 NdOTED). I I ,.,�J INSTALL AS PER MANU. SPEG.'5. 2.NOTE DOES NOT INDICATE EACH NEW WINDON,I PROPOSED; I I V SEE DESIGNATIONS 4 WINDOW SCHEDULE. • 3.FOR SUBSTITUTIONS, SEE: NOTE " IN "6LA55 WINDOWS I I I D AND DOOR5"4.ALL CASEMENT WNDOW�TO HAVE 5TRAIGHTf ARM HINGE. I 4J W 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WA55H A-301 FA---5-01 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED?: 6.I. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF 5WINCIN6, 5LIDINI6, 4 BIFOLD DOORS EXISTING 6.2. WITHIN 15" OF F.F. " EXIST. I ROOF I U 6.3. WITHIN 24 OF A DOOR `/ 6.4. WITHIN 5TAIRWAI'S 4 WITHIN 56" OF A LANDING C'UTTER`' 6.5. WITHIN TUB/SHOWER ENCLOSURES TO REMAIN 6.6. SEE ALSO GENERAL NOTES ON PAGE! 6-002 'I. SEE PACE 6-003 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL.) U.O.N.;PROVIDE AT' A MINIMUM 8 - - - - - -L - - - - -!- - - - - - - - - - 0 (2) 2 xIO" HEADER U.O.N. -� 5.WINDOW FALL PROTECTION SHALL BE PROVIIDED PER I I n 1 NYS R312.2 FOR OPERABLE WINDOWS WITH STILL HEIGHTS W LESS THAN 24" ABOVE F.F., THAT ARE MORE: THAN 72" ABOVE GRADE OR THE ADJACENT SURFACE: AT THE Q BUILDING EXTERIOR. I I 0 EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDIN46 GODS, SECTION R310.2.1;THE FOLLOWING MEANfS OF EGRESS SHALL BE FOLLONED: NET CLEAR OPENIN6........... 5.7 S.F. NET CLEAR HE16HT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM I 10012 NEW WOOD FLOOR: O I. NEW J" PLYWOOD 5U5FLOOR BENEATH (GLUE 4 SCREW); SCREW PERIMETER OF 5HEATHIN6 b" O.G. 4 112" O.G. ® EXIST. - � LISTIN6 ��� INTERIOR. _ 7t,FN WO2?D�FiN15HL �OR'�O TIrgTGH EXf 1�2. ROOF 1 I TO REMAIN O4 RESERVE I CHIMNEY STACK 5 RELOO�ATE AL0 GOND) _N5ER_ 0 L_REMOVE-4-REL'OGATE EX15 T G G ING NDENVSER - - I O 2.INSTALL AS PER MANUFACTURER 5PECS. 3.INSTALL UPON LEVEL &ROUND 4 PROVIDE 6sROUND I LISTIN&SURFACE (GONG. PAD OR OTHER) W WEIGHTRATING tEXIBTINO SUFFICIENT TO ACCOMMODATE GRO55 WEIGHT OF DORMER CONDENSER. ROOF zQ 4.ALWAYS LOCATE CONDENSER 10' MIN. FROMi ANY 6A5 APPLIANCE, AND AT LEAST 5' FROM WINDOHS/DOOR5 z WHENEVER POSSIBLE. NEW GAS FIREPLACE:O I I g o I. _ 0�6 PROVIDE NEW 6A5 FIREPLACE INSERT BY MiAJESTIG (OR APPROVED EQUAL) 4 CONNECT TO PROfrANE TANK I I a O 2.INSTALL AS PER MANUFACTURER'S SPECIFICATIONS I I K tLL IW- D NY STATE GOD ~ 0 Q N O 3.REFER TO INSTALLATION MANUAL FOR ALL REQUIRED VENTIN6 TERMINAL CLEARANCES 4.REFER TO INSTALLATION MANUAL FOR MANTEL INSTALLATION 6UIDELINf:S Z co a I w _j m EW FLUE: I 10:12 N UE L QQ O I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO I I 0 Z a EXTERIOR WALL (UL# 103 OR UL# 105 HT) - INSTALL AS PER MANU. SPEG.'s - PROVIDE NEW ND. FR. E:NGLOSURE w/ 1/2" CDX PLYWOOD 4 SIDING AS NOTED - "CHHASE 1 SECURIN& ® 5TD. SIDE NALL„ ON PACE 6-0 04. I 2.PROVIDE "ABE5CO FP200 FR EXPANDING FCOAM" (OR I c EQUAL) AT ALL PENTRA'TIONS AT FLOOR5/WALLS/CEILIN0S;PRODUCT CONFORRM5 TO ASTM E 514,A5TM E 84, AND UL 14-Iq. 3.MECHANICAL FLUE TO EXTEND 3'-0" MIN. ABG7VE ANY o 0 p 0) ADJACENT COMBUSTIBLE STRUCTURES WITHIM 10'-011. 4.NEW GAP TO MATCH EXISTING PROJECT: NEW CONDITIONED AREA: O EXTEND EXISTING HEATING AND COOLING DUCT'5 TO NEW FI�+ ^ LIVING ROOM AREA AND PROVIDE NEW HVAC FRE&ISTER5 13 J K AS REQUIRED. O REMOVE EXISTING WINDOW AND REPLACE IN-KIND (oil ADDITION OVERHANG to NEW GUTTER 10:12 10:12 SEE SPECIFICATIONS AT ELEVATION 4 ROOF PI'LAN NOTES ( �� II NEW 4"x3" ALUM. DOWNSPOUT (TYP) 295 YOUNGS ROAD NEW P.T. P05T INSIDE COLUMN CA51 NG. PROP. GUTTERS ORIENT, N.Y. 11957 I2 CA51NO TO RESEMBLE 6" FIBERGLASS COLUMNS TO MATCH DURAG A5510 TU5CAN SQUARE # OODG5 EXISTING (TYP) ( r 13 GUTTER HIGH POINT (TY'P.) I DRAWING TITLE: SMOKE DETECTOR / 00 DETECTOR NOTES: 14 I. CONTRACTOR SHALL V.I.F. PRESENCE OF EXII5T. SMOKE PROPOSED ROOF PLAN /CARBON MONOXIDE DETECTORS AS INDICATED ON PLANS. IF NOT PRESENT, CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE / CARBON MONOXIIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER W BATTERY BACKUP. 2.INTERCONNECTION BETWEEN NEW 4 EXI5TIN6]DEVICES SHALL NOT BE REQUIRED WHERE EXISTING AILARMSARE NOT INTERCONNECTED, AS PER NYS R31,4.4. A-501 10 10 A-501 3. PROVIDE SMOKE/GO D1°TEGTOR5 AS INDIGA>TED, AND 11 e L - PAGE: PER GENERAL ELECTRICAL NOTES ON PACE 6-002. _ _ _ _ _ - - - J 11 4.SMOKE /CO DETECTORS TO MAINTAIN 3' MIN4. HORIZONTAL SEPARATION FROM 5UPPLY/RETI'URN DUGT5 A-105m0l 4 OPENIN65 TO BATHROOMS W SHOWER OR 'TUB. 7O 5. INSTALL ALL AS PER MANU. 5PEG.'s (0.SMOKE DETECTOR AND CARBON MONOXIDE 1DETECTOR IN�OMPLIANGE W!TH,LOC�GODE'•� /- PROP. PC. FRAME CHIX4NEY CHASE W BRICK FAGAGDE 15 NEW RINNAI TANKLE55 GAS WATER HEATER 17'-0" DATE: 03/28/25 9 OF 15 I6 NEW CRAWL 5PAGE ACGE55 OPENING: 36"x36" ACCESS OPENING UNDER-FLOOR AREA VENTS IT -]-NEW I6"x8" (MINf�IZE)VE'NIT�O-PROVIDE MN. LS.F N F ?`OFO5Er�) ROOF FLAN ,. VENTILATION OPENING FOR EACH 150 S.F. OF' UNDER-FLOOR SPACE, PER 2020 IRG R405. SCALE: I/4 I -O d 2. INSTALL AS PER MANU. 5PEG'S WITHIN 3'-0" =F - .• . _ BUILDING CORNERS. ' '' 3. 51TUATE VENTS WITHIN F,J. BAYS/BETWEEN STUDS AND AVOID POINT LOADS FROM ABOVE. IF POINT' LOADS UNAVOIDABLE, PROVIDE VOL. RIM JOIST ABG':)VE. )A_ 4. PROVIDE FOUNDATION VENT WELL 4 COVER SAT ALLVENTS BELOW GRADE; IN15TALL PE P, MANU. 5F°EC'S. HIGH EFFICIENCY LAMPS: ® : NOT LE55 THAN 90% OF THE PERMANENTLY IN5TALLED LIGHTING -- FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER 2020 NYS EGG R404.1 i ELEVATION NOTE5 (D TYPICAL ROOFING: CL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I. SEE NOTE AT BUILDING SECTION FOR MIhNIMUM /- — CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR b MATERIAL SELECTION � / \ L1J BEFORE INSTALLATION / \ co CEDAR SHINGLE ROOFING, COLOR ALASKAN / \ J ty) IA YELLOW CEDAR PERFECTION SHINGLE'S / \ _ / \ O Lo TYPICAL SIDING: / \ O I. SEE NOTE AT BUILDING SECTION FOR MIMIMUM O CONSTRUCTION STANDARDS / \ = 'O 0 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION / \ �_, BEFORE INSTALLATION / 55' REAR YARD SETBACK \ 0 N z 0 JAME5 HARDIE LAP 51DINO AROUND E:NTIRE HOME, / EXISTING TO REMAIN \ a �cc DREAM COLLECTION COLOR WHITE 4 j4" EXPOSURE / \ c X :3 CV NEW b" SEAMLESS OUTTER5 4 DOWN5fPOUT5; TO / \ O O O 4- Cfl O3 MATCH EXISTING. CONTRACTOR TO PRICE OUT NEW / \ � C\jO m .4-J Lo COPPER GUTTERS 8 DOWNSPOUTS FOR ALL / \ O O cu EXISTING t PROP05ED AREAS. 7 \ Q CL O OTYPICAL AZEK EXTERIOR TRIM : / `� \ I. PROVIDE AT ALL WINDOW5/DOOR5 / 2. PROVIDE AT ALL CORNER BOARDS b !SOFFITS 3. COLOR WHITE AND 51ZE TO MATCH EXI15TIN6 / TO WATCH EXI5TIN6 GAP ^ ` O RELOCATED EXISTING A/C CONDENSER / \ EXIST. A/G CONDEN5ER ON NEW GONG:. PAD OR 6 OTHER APPROVED GROUND SURFACE (SEE FLOOR PLA11 NOTE5)'"-\ ' /'� / \ \ 0 O RESERVE �n•J1 M OS RESERVE / \ , 4 \ \ • q NEW OOD FRAME DECK 8 5TAIR5 / IA ONEW WOOD-FRAMED CHIMNEY CHASE to RIB i"AGADE_ � 3 \ 3 � � •!! ^^ � VJ n NEW GAS METER _ I REAR PROPERTY LINE 12 REMOVE EXISTING !,WINDOW AND REPLACE IN-KIND — L O 2 p 12 12 I ROOF VENT HEIGHT: $ 13 VENT SHALL EXTEND MIN. 3'-0" VERTICALLY' ABOVE THE w o POINT OF ROOF PENETF:ATION d MIN. 2'-0" WERTICALLY z O E- ' `{' ABOVE ALL ELEMENTS 1Vr11THIN 10'-0" MEA5UItZED PROPOSED PLUNGE POOL BY HORIZONTALLY, AS PER.NYS PC, 6242'I.5.3 Q "50AKE" 10'X6'X4'-II" DEEP 4 T' FLUSH W/DECK RA15ED FREEZE PROOF HOSE BIB: F.F. 14 14 LOCATION T.B.D. IN FIELD - CONSULT w/ OW'INER I v v v v v v 57 1 6 10 „ q PROPOSED SOUTH ELEVATION (SECONDARY FRONT) SCALE: I/4" I'-a" 0 i vy tc W S z a z z a 0 tr 0 N 0 m o � W N ~ Z 0LLJ z a � 04 � o 0 PROJECT: i IILLLiL FISHER 13 iLL - - - - -- ---- --- - _..-- - - ADDITION ---- — —- I - 2 I - _ 295 YOUNGS ROAD I_LLLLLLI ORIENT, N.Y. 11957 IL IA I DRAWING TITLE: � I ILE PROPOSED EXTERIOR ELEVATIONS 4 i PAGE: d 2 Q 104 O 12AM201m0ml O O O I 10 O i- 5 F.F. DATE: 03/28/25 10 OF 15 I �PROPO!SED PLUNGE POOL BY ✓/ "SOAKE:" 10'x6'x4'-II" DEEPL L-- — — — — — — — — — --- �m R a i9w i fi RCFOSED EAST ELEVATION (S 1 DE YARD) SCALE: 1/4" = 1'-O" jy ',;: i ELEVATION NOTES OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION 5TANDARC-5 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION LLJ BEFORE INSTALLATION W co IA CEDAR SHINGLE ROOFING, COLOR ALASKAPN _1 YELLOW CEDAR PERFECTION 5HINOLE5 Q ;+-' N O ul) TYPICAL SIDING: m O 1. SEE NOTE AT BUILDING SECTION FOR MINIMUM O T- CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION O C9 BEFORE INSTALLATION 00 0CV zO CL DAMES HARDIE LAP 5IDINO AROUND ENTIRE'. HOME, 2 co Lo DREAM COLLECTION COLOR WHITE 4 4" EXfFo5URE • NEW 6" 5EAMLE55 GUTTERS 8 DOWN5POUT5 O; TO O O CO O MATCH EXISTING. CONTRACTOR TO PRICE CDUT NEW O COPPER OUTTER5 4 DOWN5POUT5 FOR ALL c O m O O � �EXISTING 4 PROP05ED AREAS. Q a b OTYPICAL AZEK EXTERIOR TRIM 1. PROVIDE AT ALL WINDOWS/DOOR5 / \ 2. PROVIDE AT ALL CORNER BOARDS $ 5OFF17T5 \ 5. COLOR WHITE AND 51ZE TO MATCH EXI5TIN6 W O RELOCATED EX15TINO A/C: CONDENSER EXIST. A/C CONDENSER ON NEW GONG. PAD) OR \\ \ OTHER APPROVED &ROUND_-SURFACE-(5EE F'CO�fZ PL�At`1 NOTE6) O RE5ERVE / \ n 1 O RESERVE i (� NEW WOOD FRAME DECK $ STAIRS to NEW WOOD-FRAMED CHIMNEY CHASE w/ BRICK FACADE v ! II NEW OAS METER / 2 REMO --EXISTINs4,glKDo', -A r;, �ZEPL-ACE -KIND 12 12 I'' 12 ROOF VENT HEIGHT: 13 VENT SHALL EXTEND MIN. 5'-0" VERTICALLY ABOWE THE POINT OF ROOF PENETRATION d MIN. 2'-0" VERTICALLY ABOVE ALL ELEMENTS WITHIN 10'-0" MEASURED HORIZONTALLY, AS PER NY5 RC 6242-7.5.5 14 RAISED FREEZE PROOF H05E BIB: LOCATION T.S.D. IN FIELD - CONSULT w/OWNER \ / FROPOSEl7 NORTH ELEVATION (SE00NI7ARY FRONT) z 0 50ALE: 1/4" = I'-O" J W 0 z a z g z 0 cr � o 0 \ � o w H \ \ z m a � a \ L) z n. \ N N \ \ \ \ p �Lu \ PROJECT: FISHER I \ ADDITION LU �U U1�U UUJ I r13 \ \ 295 YOUNGS ROAD \ ORIENT, N.Y. 11957 1 I LiLLULI I \ DRAWING TITLE: ! ! \ LILLLiLLIA PROPOSED EXTERIOR ELEVATIONS i \ II I \ I LiLL11L - - ---I' \ I ��� � \ PAGE: I ' I A- Ol YOUN65 ROAD PROPERTY LINE I 202m LDATEQ I - : 03 28 25 11\ \❑ ❑ _ = / / OF 15 K 1 4f 6d„ Y, f tJSJv FROP05E 7) NEST ELEVATION (F I MARY' FRONT) �0 SCALE: 1/4" = 1'-0" 1 BUI LD I NO 5ECTI ON NOTES NEW ROOFING NOTE (T`r21 0- ( I. INSTALL NEW CEDAR ROOF 5HINOLE5. Q 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND .AT VALLEYS 5.INSTALL (I) LAYER OF 15# BUILDING FELT UN=ERLAYMENT LLI (OR EQUAL) FOR PITCHES OVER 4:I2,AND (20 LAYERS J O FOR PITCHES FROM 2:I2 TO 4:I2,OVER ('7 4.I/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL 15EAM5) Q .L- N 5. GAP 5HINOLE OVER RIDGE d HIPS (AS REQ'C7) 6.PROVIDE RIDGE VENT(AS REOV) � O � 7. FLASH ALL VALLEYS O B.INSTALL DRIP EDGE AS REQ'D q. INSTALL ALL A5 PER MANU. 5PEC.'s - (.0 O TYPICAL ROOF 4 CEILING CON5TRUGTIOM: O O N z 0 • NEW ROOFING A5 NOTED 2: X N • I/2" GDX PLYWD SHEATI�fIN6 (BLOCKING ® AILL PLYWD SEAMS) O 0 O ++ C1 • R.R., G.J., G.T. AS NOTED ON PLANS (® SPANS OVER 0 m Z a--+ 5' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N) -- 0 O O � • PRO SPRAY FOAM INSULATION IN THK.ION a INCH) ---------_----- Q �-- a 0 • PROVIDE 2" THK. SPRAY FOAM INSULATION i® EAVES EX1571NO RIDGE HEIGHT ELEV. +18.4' NEW EXTERIOR WALL CONSTRUCTION (TYP'J: Og • HOUSE MEMBRANE (SEE 5I1:)IN6 NOTE FOR SPEC.'S) UPON = • I/2" GDX PLYWD. 5HEATHIN6 (BLOCKING ® AILL PLYWD n 5EAM5) UPON �J w • 2"x6" STUDS aT IN O.G. DBL. TOP PLATE • MIN. R-21 BATT INSULATION • 5/8" GYPSUM BD. WALL FINISH ¢�-• � � PROP. NEW 51 D I N6 NOTE (TYP.)_ I. INSTALL NEW LAP 51DIN6 AS PER ELEVATIONg5 UPON G 05ET O 2.-TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) LUPON U 5.EXTERIOR WALL CONSTRUCTION AS NOTED 51,EPARATELY 4.INSTALL ALL A5 PER MANU. SPEG.'s EXISTING SECOND FLOOR � 'P • 5. PROVIDE ALL NECESSARY TRIM FOR PROPEIR —_—_—_—_—_—_---_—_—_—_ INSTALLATION ELEV. +10.8' 6.5IDIN6 SHALL EXTEND TO TOP OF FOUNDATION WALL EXIST. F.J. A5 PER PLAN m TYPICAL FLOOR CONSTRUCTION: O I. FIN15H FLOORING AS PER PLANS • REPLACE SUBFLOOR 2. 5/4" T46 GDX PLYWD. SUBFLOOR GLUED d SCREWED 5. F.J. AS NOTED ON PLANS - AT 5PAN5 OVER. 8' INSTALL AND ADD INSULATION -�- 'X' BRACE ® MID5PAN R-30 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST FLOOR AND FOUNDATION, 4 BETWEEN 5ARA�GE AND 0 2ND FLOOR BEDROOM) 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS EXIST. GARAGE AVERAGE GRADE 4 GARAGE FLOOR ELEV. +0.0' LINE OF EXIST. EXI5TIN6 WALL5 NOTE: BOTTOM OF F.J. IN-FILL FRAMING OF EXI5TIN(S WALLS SHALL MATCGH SIZE $ SPACING OF EXISTING WALL. STUDS,U.O.N. WHERE THE CAVITIES OF EXISTING EXTERIOR WALLS ARE EXPOSED DURING CONSTRUCTION,FILL CAVITIES w)/ FIBEROLA55 BATT INSULATION. SECTION 1 -1 /A-501 SCALE: I/4" = I'-O" ilul . J W 0 z Q N z g z a o 0 2'-O" LAP N OJ (TYP) g LL m 0 M w 0 0 ---------- -- --� z m n. ----- -I z a I III II ------- -- ---+�-- N N -CONNECTIONWA5 PACE 6-0 5 I 1 j I CIO- PER N _PROP05ED_RIDGE H_E—IGH_T _— _ NEW RIDGE #5 REBAR 0. I II 1 I prn ELEV. +17.5 (TYP.) p Mo 4-. f � I I ��� REBAR(TYP.) PROJECT: PROPOSED RECLAIMED 4� pA N I WOOD EXPOSED BEAMS 2 FISHER PROP05E NEW CEILING HE16HT �- �o ELEV. +13.0' ------ - -—-—-—- I �- ADDITION ITI O fiR. 1 I I CONNECTION 'BI' A5 PROVIDE 5" (MIN) GONG. COVER I I c� O—PER PAGE 6-005 OF ALL REBAR WITHIN P. GONG. GREATROOM Q \ NEW R.R. TO STUD FOUND. WALLS $ P. GONG. FT6'S. PROVIDE STRAPPING d NAILING 1 AS PER AL NAILING/5TRAPPIN6 295 YOUNGS ROAD \ PROVIDE INSULATION REQUIREMENTO FOR UPLIFT, ORIENT N.Y. 11957 BETWEEN CAVITIES SHEAR, d LATERAL RESISTANCE" GO-ORDINA'TE 51 5MOUTH - PER ENERGY TABLE TO ENOUREE R.R�NOTGHED ON PAGE G-003 ® EA. STUD. GORN�R CONNECTION LES55 TH.�N 25% OF p O (WHEN APPLICABLE) RAFTER DEPTH (TYP) ~ NEW (2) 2"x6" P.T. SILL PLATES DRAWING TITLE: QL - FLOOR SYSTEM AS 3 O NOTED ON PLAN UPON SILL SEAL UPON COPPER o O a BUILDING SECTIONS TERMITE SHIELD 4 �4�O #5 REBAR(TYP) 2'-0" LAP DESIGN DETAILS NEW 5/8"0 HOOKED ANCHOR (TYP) CONNECTION 'DI' AS BOLT5 ® 39" O.G. W 5" SQUARE EXISTINO FIRST FINISHED PE 5 —NEW STUD TO 003 WASHER d ENDNUT ELEV +2.O t--------- = _ FLOOR ASSEMBLY 'I`- \_ ASPHALT DAMP - - Z PROOFING TO EXTERIOR Ir k PROP. F.J. A5 PER PLAN #4 HOOKED VERT. r-� I�\ I I1 PAGE: AVERAGE 6RA17E REBAR ® 48" O.G. n aII.G. , GRADE --- - --------- - ------- -- - -------- ELEV. +0.0 = PROPOSED I II I I 1 I1 CRAWL SPACE #4 HOR. CONT. REBAR ® TOP 3 I _^ 18 I1 A-301m0l ll BOTTOM OF WALL (2 TOTAL) - .DZ I ------ L---I PROPOSED CRAWL SPACE P. GONG. FOUND. WALL .°�I — ELEV. (MIN. 4,000 PSI) 777777 P. GONG. CONT. FTC. _--------_—_---_—_—_-- II . — 4 z— O- III I� I DATE: 03/28/25 12 OF 15 (MIN. 4,000 P51) Q I1 11 11 111 #5 BENT 2 (3) #5 HOR. GONT. REBAR `,.I� _ O REBAR (TYP) I1 I. 1 A-40I 4" P. GONG. SLAB ° 6 MIL POLY MOISTURE RETARDER - 4 GRAVEL BASE; IPROVI GLEAN - COMPACT FILL SECTION 2-2 /A-501 I I I I I I I I I I 'T' GONNF_GTION SCALE: I/4" = I'-O" FOUNI�)ATI ON NALL i�)ETA I L. rf REBAR OVERLAP I�)ETA I L A-301.01 j 50ALE: 5/4" = P-O" -301.01 SCALE: 5/4" = 1'-0" I I NOTE: ALL PLUMBING S FUEL &A5 WORK SHALL CONFORM w TO LOCAL O PLUMBIN6 CODE 4 d O FUEL 6A5 Q ILuj Q 000 W C6 0 / J M PIPING Q t N PENETRATIONS: Q� O L0 O I P ROVIDE ABESGO � r- FP200 EXPANDING FOAM" - 'O O (OR EQUAL) AT ALL O PENETRATIONS AT '- PROP. GREAT ROOM O O (�J z O EXIST. WALL5 AND d _ i LIVINGRO OM EXIST. FLOOR5/GEILINOS. f6 L ) � d- I KITCHEN 2.PRODUCT U r- NEW NEW CONFORMS TO O X :3 N v 6A5 6A5 ASTM E 514, ASTM O O 4 FIREPLACE FIREPLACE E 54, AND UL 14"19 •c 0 -+ m +-+ 1 4.-r Lo !L c O O NEW VENT Q ,_ Q cc VERIFY VERIFY 010 SIZE w/ SIZE W MANU. MANU. IRANOE ST. It m n 1 o 0 m NEW 6A5 SUPPLY NEW NEW REGULATOR TO INEW I. CREATE WINDOW OPENING 2. APPLY WATER-RE515TIVE BARRIER; 5. APPLY SILL FLASHING AND 4. INSTALL WINDOW AND APPLY 5. APPLY HEAD FLASHIN6 6. FOLD WATER-RESISTIVE BARRIER 6A5 GA5 LINE U GUT MODIFIED AND WRAP AROUND SILL WINDOW SEALANT JAMB FLASHING DOWN AND TAPE OVER GUTS TANKLE55 ' AND SIDES OF WINDOW OPENING � W.H. ^ ` W NEW 6A5 FURN. U c NATER-'RES 1 ST I` E BARRIER N l Nr O)CN PLASM I NO (EXTERIOR DOORS FROM N I NDON MANUFACTURER) OAS RISE ,0)-401.01 SCALE: NT5 SCALE: NITS n \ Q P.T. D.J. AS P.T. D.J. AS PER PLAN PER PLAN P.T. DECK JOISTS AS NOTED ON PLANS 5/4"xW P.T. DECK 5/4"x6" P.T. DEGK BOARDS BOARDS FASTEN STRINGERS TO EXTERIOR SHEATHING AS SUPPORTING DECK JOIST w/ PER SECTION NOTES - - - 51MP50N L50 ADJUSTABLE P.T. BEAM AS NOTED P.T. BEAM AS NOTED 5TRINOER CONNECTOR SIDING MATERIAL AS ON STRUCTURAL PLANS ON 5TRUGTURAL PLANS " PER SECTION NOTES 5/4"xb" P.T. DECK BOARDS !I �"x-I"xl0" ND. STRUCTURAL �"x-vxI0" WD. STRUCTURAL BUILDING PAPER # HOUSE WRAP PANEL SHIM INSTALLED AS PER PANEL SHIM INSTALLED AS PER NOTE: I TO FULLY OVERLAP FLASHING SIMPSON E (O RAFTER SIMPSON 6ALVPOST BASE NABU46ZU. 5 SIMPSON H2.5A RAFTER POST BASE SIMPSON 6ALVUABU46ZU. 5 ALL MECKINO SHALIL BE H/"PECK MATE"DEOR o S REW BY NOSINO(TMPJ EXIST. STUD WALL I TIE (OR EQUAL) hI TIE (OR EQUAL) 5/4"xb" P.T. DECKING " II, t 3.5" V.I.F. yl INS M' II "Z" FLASHING t 5.5 V.I.F. P05T BASE (OR EQUAL) P05T BASE (OR EQUAL) -(2" MIN (2" MIN N.O.N. ON PLAN/GRADE.) .) �-� GAP FOR 5EGTIOWDETAIL5) GRADE DROPPED 12"0 "SONOTUBE" FILLED a° II 10"� "SONOTUBE" FILLED IIII'( BEAM PER DRAINAGE Z SOLID w/ P. CONC. II° SOLID W P. CONG. l%III° STRUCTURAL --- O (MIN. 4,000 PSI) (MIN. 4,000 PSI) II II° O" MIN. PLANS - _- f= I I 5/4 •x REO D - w Q z II I I HEIGHT P.Ti. R15ER Jill SQUARE FOOT 5F-22 z 2"x6" P.T. BLOCK IN BETWEEN 2"x14" P.T. STRINGERS ® O -O' (2) #5 BENT REBAR CONCRETE FOOTING FORM EA. 5TRINOER. FA51TENED TO 16" O.G. (MIN. 5 STRINGERS Q (CENTER BETWEEN ® EA. STAIRWAY) METAL DTT DECK TENSION I I FILLED SOLID w/P. GONG. O P. GONG. PAD w// Iq/64" x -�_4 JOISTS AS PER PLAN FASTENED w/(2) Z TIE BY '51MP50N' (OR Z PARALLEL REBAR IN FTC.) i ! 3-I/2" CONCRETE SG:REWS BY I (MIN. 4,000 P51); INSTALL 5/5" 0 x 5" LONG HEAVY DUTY GAL. FLASHING ° PER MANU. SPECS. "GALIBURN" (OR EG2U<AL) - MIN. �� EQUAL) g (2) #5 HOR. REBAR UPON (2) I a (5) 5GREW5 PEER BLOCK 4" THK. x I6 WIDE x WIDTH LAO BOLTS ® 16 O.G. INTO MUD SILL d COUNTER z a #5 HOR REBAR (4 TOTAL) I� Ip OF STAIR P. GONG. PAD RIM BD.;WHEN ® FOUND. WALL FASTEN FAAT N P.T. DECK J015T O O w/(2) 5/5"m x 5" LONG APPROVED MA50NRY ANCHORS ® 16" O.G. A5 PER PLAN N EXIST. FOUNDATION WALL m w W Z Ind 4 EXTERIOR HOOD DEG< DETAIL � �XTER I OR 1�lOOD DEG1G DETAIL C �XTER I OR )MOOD STAIR DETAIL -7 LEDOER GONNEGT I ON DETAIL 2 a -401.01 A-401.01 _ A-401.01 ?�-401.01 0 z qQ SCALE: 5/4 - I -O SCALE: 5/4 I -O SCALE: 3/4 - I -O SCALE: l - ('-0" 8" TH I GIG REINFORCED CONCRETE N N c co v TRAFFIC NOS AB ocq 0 0 HORIZONTAL REINFORCEMENT OF FOUNDATION WALLSPROV ORA55 SHOULDER AREA (TYPd 24" DIAMETER CA57 IRON PROJECT: ADDITIONAL CONTINUOUS DE STEPPED HORIZONTALION T EN RIZONNALL REINFORCEMENT EMT AS FOLLOWS WITH OR DES I NOD SURFACE COVER INLET ORATE FRAME NEW #4 CONT. HOR. REBAR 6 #4 REBAR ® BOTTOM, MIDDLE, 4 TOP OF WALL (5 TOTAL) FISHER NEW P. GONG. FOUND. ® TOP d BOTTOM OF >5': #4 REBAR ® BOTTOM, MIDDLE THIRDS, d TOP OF WALL (4 TOTAL) ADDITION FOUND WALL (2 TOTAL) WALL (MIN. 4,000 PSI) TYP. ROOFING (SEE EXIST. FOUND. WALL NEW #4 VERT. (� SECTION NOTES) ��N REBAR ® 45 D.G. - 295 YOUNGS ROAD G'N GO-ORDINATE BIRDSMOUTH ¢� NEW #5 HOR.REBAR n . a, a _---_��-='__-_- ___-°-°°___°a--<-�-=_�_enr- -- - ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ORIENT, N.Y. 11957 p,5 SPACED VERTICALLY == I===--------=-- - --- -° -r( --=----=------ ------------ TO ENSURE R.R. NOTCHED ¢�' 12" D.G.;DRILL d PIN d ° eI1'° v. ° I I e e : °LESS THAN 25% OF n I1 d. e e` °'e ° °d °.° ".d'° e " GRADE ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 4 INTO EXIST. FOUND. e e Y -° II' a . . 'A Z III_ DRAWING TITLE: RAFTER DEPTH (TYPJ it" ° °° I I ,: e. d d . . ° I I,e e, ° ° �� WALL USING G2UIKRETE e ° HIGH-STRENOTH , . e ° nn(�// ANCHORING (OR d< I I ° ° p ^ . I I e ° ° °�I " e e'.°." .. iR- - 51MPSON 6ALv. EQUAL) II° °< e ° . 'II ° ° . d I e 4a ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ( DESIGN DETAILS H2.5A RAFTER TIE °'.. 1I ;e e 11' ° a u. GAS RISER DIAGRAM BEAM AS PER II ° a d al _ I ( ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ °d..e.° .lI a ..e a .d e OL l < ° e. d. ° 1b e. ° a STRUCTURAL PLAN ! - --_ 11d° °°d .'° . e ell e a°° II d d G.J. AS PER STRUCTURAL PLAN - ° II' e e d ° e �I a:e °e e ° ° °°. Ib °° e_ it e e °e e <�"-•fl de .• 11 0 _ FA501A BOARD e MIN. 11 a •d. °e° II °° ,11 e °' ,II " d' a -( _ - SIMPSON LUS 6ALV. e , IP J015T HANGERS AT �II ° ° e II .___-�_ _#___-___�_____====�I=====_=__` - PAGE: FLUSH BM. 4 LEDGER BD. Il. ' e .A. ,. III. . ° II _ e ° ° 4 ° e .°° eII1IuF G � °' e -5-.4 u d a _� ` ty PRECAST GONG. t--- --a�u7-7'. - IT a e ---- -----.�*----,.e '----.•- e ° II OROUND LEACH I NO RING. SEE A-401m0m SIMPSON POST GAP d ° II °. • " ' AS INDICATED IN a ..It, ° aIIP a II ° NATER CALCULATIONS ON STRUCTURAL PLANS 1M =11U---- --_-° `-� V.I.F. NUMBER OF STEPS REQUIRED a" a --- --� �II T d° I NEW #5 HOR. REBAR II 'e' a ell IIII e SITE PLAN FOR R.EO D DATE: 03/28/25 13 OF 15 (5 TOTAL) - DRILL b e. '° ° II .. '� n ° a PIN 6" INTO EXIST. a II'' • ` e .. a. IIII' e _ PROVIDE 5" (MIN.) GONG. COVER, IIA EFFECTIVE DEPTH FT6. U51N6 GUIKRETE ;a 'II ._�___ _ _�_ a=�=== o=-I ==� OF ALL REBAR WITHIN P. GONG.. 21_OI DIAMETER S 21-OI ANCHORING EPDXY c- = eall ° II d It FOUND. WALLS 8 P. CONG. FTG5i. (OR EQUAL) e °.II�� <. .4 11 °--- e -°-- Ile MIN. PER SITE PLAN MIN. c'==_=Il__° e=�Iu-°4 II =_-- __ NEW #4 BENT VERT. REBAR ® lb" O.G. II ql 4.'d' HOOKED BENEATH HORIZ. REBAR P.T. POST PER PLAN INSIDE CLEAN SAND OR ��L I LL FIBERGLASS COLUMN CASINO " " d1111 e All e NEW IV' WIDE x 5" DEEP. P. GONG. STEPPED FT6. (MIN. 4,000 PSI) I O p DRYhILL DT I L A-401.01 NEW #5 HOR. REBAR (5 TOTAL) " _ ' " m 5" MIN. SCALE: 1/2 I -O 4� MIN. EX15T. FTC. rz r 8 COVERED PORCH DETAIL A-401.01 50ALE: 5/4" = I'-O" STEPPED FOOT I NO DETA I L A-401.01 SCALE: 5/4" = P-O" I GONCETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE POURED CONCRETE AND STEEL REINFORCEMENT NOTES: SE N E RA L O I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT CONCRETE IN TEMPERATURES UNDER 45• F IF THAT TEMPERATURE FOUNDATIONS BY AN ANGLE OF 45• PROJECTED OUTWARD AND EXISTING TO BE DEMOLISHED HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. DOWNWARD FROM THE BOTTOM OF EXISTIN6 ADJACENT FOOTIN65. �..IOOD FRAME (L.G. 5TL. NEW PARTIAL G T 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE 8Y OTHERS. 2, IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION Q �;;J WHEN APPLICABLE) 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR EXISTING TO REMAIN ENTIRETY OF POUR. CONTACT ARCHITECT WHE W N ATER CONFORM TO AGI 306. ENCOUNTERED. Lu I---� NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / J CO �. --i STL. WHEN APPLICABLE) // SURFACES. FROZEN &ROUND MAY BE REMOVED OR HEATED TO 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIIN. OF 14 DAYS. cy) V NEW I-HR FIRE RATED MIN. (2 2"x4" STRUCTURAL TEMPERATURES WITHIN 100 F OF CONCRETE. 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT Q :t N ® 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 GORE. O Ln 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. WOOD FRAME (L..G. STL. POST FOR 4" WALLS REMOVE AS REQ'D. WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED O P05T FOR b" WALL5), U.O.N. 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE CARBON STEEL A5TMA6I5 6RADE 60. MM FOR SLABS DO NOT = O PERMITTED WHEN NECESSARY. NEED TO BE EPDXY COATED. •� �- C9 NEW 2-HR FIRE RATED �WOOD FRAME (L..G. STL. z 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS O O (V O WHEN APPLICABLE) T. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF B3° F OR HIGHER SHALL BE STAGGERED. I AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. �C6 L0 - Ct a. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. T• PROVIDE MECHANICAL DEVICES TO HOLD STEEL s HARDWARE IN c X m CV POST $ COLUMN DESIGNATIONS: PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, p o O 5TRUGTURAL PLAN NOTE5 POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED 9. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE COVERASE5, AND PLUMBNE55. -c O m , AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 4-J CV 4-J Lo O TYPICAL P. GONG. FOOTIN6 $ WALL CONSTRI"UGTION: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED (A5TM C4114/C4C14M,TYPES G AND E). b CONCRETE.CEMENT ALL CONFORM TO A5TM G-33 FOR STANDARD WEIGHT 4-J O O CB • (2) 2"x6" P.T. SILL PLATES Pv/COPPER TERMITE ;SHIELD BY OTHER CONSTRUCTION DOCUMENT NOTES # STANDARD Q 0 6 SILL SEAL FRAMING REQUIREMENT5. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL • ANCHOR BOLTS AS PER PAGE 6-005 AREAS EXCEED ONE SQUARE INCH. • P. GONG. FOUND. WALL AS PER DETAIL I/A-501 M-- g (2) 2"x4" 1-05T B2 (2) 2"xb" 1-05T P. GONG. FTC. AS PER DETAIL(5) NOTED 5EPA"TELY II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED • • ASPHALTIC MA5TIC DAMP PROOFING TO EXTERIROR TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS " fm---a (5) 2"x4" P05T g3 (3) 2"xb" P05T REACHED A COMPRESSIVE STRENGTH OF bOO PSI. • B.O. FOOTING 3-O BELOW �SRADE MIN. • 1/2" EXPANSION JOINT 0 PERIMETER OF SLAB (WNHEN APPLICABLE) 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS P A4 (4) 2"x4" P05T 54 (4) 2"xb" POST STOOPS (WHEN APPLICABLE) • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) AS (5) 2"x4" POST 85 (5) 2"x6" P05T r l ® STACKED POST/COLUMN: v •- LOCATE INDICATED POST/COLUMN BE POST/COLUMN O--�G 4"x4" POST 0--E] 6"x6" POST n , ON FLOOR ABOVE. V.I.F. EXIST. V.I.F. EXIST. W 2B STACKED POST/COLUMN: --��J� 4"x6" P05T n 5"x8" P05T (2) 2"x5" HDR (2) 2"xb" HDR LOCATE INDICATED POST/COLUMN ABOVE POST/COLUMN ON LJ I-1 (MIN. SIZE) OR (MIN. SIZE) OR FLOOR BELOW. PROVIDE NEW PROVIDE NEW 3-1/2" O.D. SCH 40 5-1/2" O.D. 50H 40 OSTEPPED FOOTING �� 5TL. COL. (A5TM 5TL. COL (ASTM NEW FTC. TO STEP AS NEEDED TO ALIGN WITH EX155T. FT6., 0 E A123) BY 51M5 E A123) BY 51M5 \ AS PER DETAIL 9/A-401. V.I.F. EXIST. FTC. DEPTH. STEEL (OR EQ) STEEL (OR EO) U c- 4D HOLDOWN (FOUNDATION TO 1ST FLOOR): WALL STUD FRAMING NOTE: o �HOLDOW '-A5-PER-PAGE 6-•003 COORDINATE PLACEMENT OF WALL STUDS DIRECTLY BENEATH CD \ \� SPECIFICALLY INDICATED JOISTS,BEAMS d UNSHEATHED EXISTING • RESERVE POSTS;THESE MEMBERS SHOULD NOT FALL SOLELY ON GARAGE SLAB 5A DOUBLE TOP PLATES WITHOUT A WALL STUD DIRECTLY to® GARAGE r1 BENEATH. ADDITIONALLY, ENSURE MULTIPLE PLY STUDS IL 2bo S.F. W PROVIDED AS INDICATED BY POST/COLUMN DEVISNATION5. y TYPICAL DOOR/WINDOW HEADER NOTE: RIt7GE DROPP AM-1�O�HEAD�RSTRAPPIfNG PROVIDE (2) 2"xIO" HEADERS AT ALL DOORS $ WINDOWS,U.O.N. 5B CONNECT RIDGE DROPPED BM. TO 5UPPORTIN6 HDFR w/ SEE PAGE 6-005 FOR NAILING/STRAPPING/FRAMIN6 REQUIREMENT5 SIMPSON 0520 STRAPPING,WF:APPED OVER BEAM 3 BACK (BY OPENING WIDTH) THAT SHALL BE PROVIDED,U.O.N. DOWN HDR (w/MAXIMUM END LENGTH NAILING ACHIEEVED ON SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: STRAPPING ON BOTH SIDES OF: HDR) ® NEW UN-REINFORCED P. GONG. SLAB - I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPOON 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR SLABS x PROPOSED AT EXTERIOR LOCATIONS) UPON 3. 4" (MIN) GRAVEL BASE SOIL BEARING GAPAGITY NOTE: B2 NEW REINFORCED P. GONG 5 AB STRUCTURAL DESIGN OF FOOTINC75 A55UMES A SOIL ( I EXI5T. 6B I. NEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.H. UPON BEARING CAPACITY OF 1.0 TON/5.F. 52- ccc. ,;J • 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR SLABS 6 S.F. J PROPOSED AT EXTERIOR LOCATIONS) UPON IL LL EXI5T• 3. 4" (MIN.) GRAVEL BASE v O v BATHROOM EX I5T. EXISTING s x 0 EXIST. 2"X6" dJ V zo TA FOUNDATION FOR WD, DECK: GYM BATH I D.J. ® I6" O.G. I x WD. P.T. BM. UPON 51MP50N ABU46Z P05T BASE UPON 14"0 166.7 S.F. 43.q S.F. � EXIST. N P. GONG. PIER AS PER DECK DETAIL 4/A-401. X ® X ® N ® BEDROOM ® 0 145 S.F. FOUNDATION FOR WD, DECK: O w ? i Q TB 14D. P.T. BM. UPON SIMP50N ABU46Z P05T BASE UPOON 10"0 ® u P. GONG. PIER w/ "SQUARE FOOT" 5F-22 CONCRETE PAD I I w FOOTING, AS PER DECK DETAIL 5/A-401. EXIST. ® EXISTING CONTINUOUS FOOTING - Z 5 S.F. Q V.I.F. EXIST. I6"x8" DEEP P. GONG. CONTINUOUS FTC,. / EXIST. (3) 2"xl0" B PROPOSED CONTINUOUS FOOTING - _ -j DROPPED BM. I II Irm ® S Ib x8 DEEP P. GONG. CONTINUOUS FT6. A5 PER DE"TAIL I/A-301. = . u EXISTING STEPS a O FOR WOOD STAIRS ® GRADDE: r77 x GRADE v� p O 4" THK. P. GONG. PAD x 16" WIDE x REOV LENGTH UPON EXIST. �- ( PORCH 1 EXIST. m p b" GRAVEL UNDER 2"x14" P.T. STAIR STRINGERS 0 TMAX. I I STOOP X ® ABOVE BATHROOM Ib" O.G., U.O.N. (MIN. 3 STRINGEFS) ABOVE W STOOP I 55 S.F. p X EXIST. EXISTING w m a_ OTYPICAL LEDGER BOARD: - w 3T S.F. �F' O SCREENED-IN � J IO I. (I) 2"x BD. TO MATCH DEPTH OF JOISTS (P.T. BD.. FOR - - 6 ( I 2 EXTERIOR INSTALLATIONS) EXIST. (3) vZ EXIST. (5) 2"x8° 6 5•F• 2 6RSP V d 2. SECURED w/(2) 5/5" m x 5" LONG H.D. GAL. LA& L- - - DROPPED BM. DROPPED BM. Z BOLTS 0 16" O.G. 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSOTN' (OR V.I.F. EXIST. EQUAL) I I (2) 2"xb" HDR 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLA5HI!IN6 (MIN. SIZE) OR a' CN TUCKED UNDERNEATH 51MINO # BENT OVER TOP I EDGE PROVIDE NEW �� FZEDG�R BD. IL IL F- N O 0 Q � M \ EXISTING 1 ® BASEMENT N / � 411.8 S.F. - � Exlsr. - � PROJECT: 7 7 d p EXI5T. LIVING KITCHEN O ►u EXI5T. 2"Xb" � FISHER D.J. ® I6" O.G. u- N ROOM 146 S.F. N RESERVE I N ® O x Lc x ADDITION Iu uc l I LEDGER HOT. TO II xN 10 MATCH DROPPED BM. uJ Ili (OTHER LEDGERS TO DW 295 YOUNGS ROAD HIDDEN ACCESS HATCH NOTE: - MATCH D.J) NEW (3) I.75"x11.8T5" T.J. I2 I. COORDINATE FRAMING OF STAIRS DE5GENDIN6 TO - - - - - - - - 2.OE MIGROLLAM LVL HDR - ORIENT, N.Y. 11957 EXISTING BILGO ENTRANCE: w/HIDDEN ACCESS HATCH I'-6" NEW(2) RAISED HDR (2) 2"x5" P.T. FLUSH _ _ - -- MANUFACTURER;MANUFACTURER SHOP DRAWINEG5 TO (FLUSH w/F.J); BM. w/LUS26-2 10 NEW 2"x5" P.T. TA I ry BE PROVIDED. FASTEN EXIST. F.J. TO HDR HNOR. a SUPPORTING O 2. GUT GONG. CURB OF EXIST. BILGO ENTRANCE AS REQ.'D l w/SIMPSON LU526 HNGR. D.J. d LEDGER ; D.J. a Ib O.G. - NEW EXPOSED, RECLAIMED DRAWING TITLE: TO ENSURE UNIFORM HEIGHT OF STAIR RISERS. \ ( F WOOD RAFTER TIES ® 52" O.G. 5. PROVIDE ADDITIONAL STAIR RISERS AS NEEDED TO j (CONSIDERED NON-STRUCTURAL) \ '� _ m� a m I a � PROPOSED STRUCTURAL PLAN ALIGN w/DECK F.F. EL. (2 RI5EF:5 ESTIMATED;`V.I.F) x cV 0 N Q Q Q Q x x \\ I ( iv cv \\ GRAWL5PAGE 1 t] Q m NEW 2"x8" P.T. D.J. 0I6" O.G. w/ � \\ 210 S.F. 12 TB �I IMP50N LU526 HNGR. a FLUSH BMI I PRODEGK F. OD L \ I 15a S.F. PAGE: \ NEW 2"x1O" F.J. DEL D.J.® STRINGERS w/ PROPOSED }- 10 LU526-2 HN6R. ® LEDGER TA GREAT ROOM \\ ( - - - - - - - - - - - Q 218S-101001 d) �II \ NEW EXPOSED,RECLAIMED WOOD RAFTER TIES\\ " O.G. DATE: 03/28/25 14 OF 15 NEW 2'�x14" P.T. �t (CONSIDERED NON-5TRICRUGTURAL) mI 5TRI N6ER5 3 \ 012" O.G. - (MIN. SIZE) I ►ul z z ® 16" O.G. NEW (3) NEW (3) 2"NEkq O'(HDR 2_x8_HDR 4D \ T'_0, PROP. BLUESTONE ` PAT156.0 S.RADE PROP. 6B GONG. 4 -' 5LAB its 0 -4'-0"- FROFOSED FOUNDATION 57RUG7URAL PLAN FROFOSED FIRST FLOOR 57RUG7URAL PLAN SCALE: 1/4" = I"-O" SCALE: 1/4" = I'-O" I 0ENDRAL _ EXISTING TO BE DEMOL15HED NEW PARTIAL HEIGHT !! WOOD FRAME (L.G. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME INEW FOUNDATION WALL 0 W Lu 5TL. WHEN APPLICABLE) J M ! , NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V Qa,• t � ! ! ! WOOD FRAME (L.6. 5TL. ® P05T FOR 4 WALLS O 0 WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL P05T FOR b" WALLS), U.O.N. — -6 0 NEW 2-HR FIRE RAVED •+� 0Y _ WOOD FRAME (L.G. 5TL. LO O N z Q WHEN APPLICABLE) r2 Lo Y 2: X :3 CV STRUCTURAL PLAN NOTES POST $ COLUMN DESIGNATIONS: POSTS ✓R COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED O O O AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY � O C5 OTYPICAL P. GONG. FOOTING 8 WALL GON5TRUCTJON: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, A5 SPECIFIED O CV 0 co • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD d SILL SEAL FRAMING REQUIREMENTS. Q O • ANCHOR BOLTS AS PER PAGE G-005 • P. GONG. FOUND. WALL AS PER DETAIL I/A-501 M---_n (2) 2"x4" PO5T B2 (2) 2"xb" POST • P. GONG. FTC. AS PER DETAIL(W NOTED 5EPARATEL`( _ �u RIDGE BEAM POST GAPS: 5B ^ ` • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR PROVIDE SIMP50N AGH4Z OR ACH6Z POST GAPS (MATCH POST _ _ _ _ ((D • B.O. FOOTING 3-O B ��BELOW 6RDE MIN. A3 (5) 2"x4" PO5T B5 (5) 2"x6" POST NEW(5) DEPTH) AT ALL NEW POST-TO-RIDGE BEAM R POST-TO-ROOF AP — _— d • EXPANSION JOINT ® PERIME:TER OF SLAB (WHEN 2"xi0" HDR BEAM CONNECTIONS. PROVIDE SHIMS AS REQUIRED WHEN P05T APPLICABLE) WIDTH EXCEEDS RID6E BEAM WIDTH UNLE55 NOTED OTHERWISE. • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / A4 (4) 2"x4" POST 54 (4) 2'xb POST _ STOOPS (WHEN APPLICABLE) ROOF RAFTER TO SUPPORTING MEMBER CONNECTION: I I z I I • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET' SB FASTEN EACH RAFTER TO SUPPORTING MEMBER (RID6E BEAM, FOR HE16HT OF WALL $ SLAB (WHEN APPLICABLE) AS (5) 2 x4 POST ®'� (5) 2 x6 POST HIP, VALLEY, OR LEDGER) w/SIMPSON LRUZ FAGS-MOUNT PROP. RAFTER HANGER (SELECT MAXIMUM HANGER SIZE COMPATIBLE I I Q Q< I I U ® SO ATE ITACKEDN O TED P05T/COLUMN BENEATH P05T/GOLU)MN 0---�G 4"x4" POST ©---� b"xb" POST w/RAFTER DEPTH), UNLESS NOTED OTHERWISE. ( I - 0 ON FLOOR ABOVE. 135 S.F. 101I2 "1:12 � ��p W 2B STACKED POST/COLUMN: 4"xb" POST �---n 5"x5" POST O LOCATE INDICATED POST/COLUMN ABOVE POST/GOLUNgN ON I I �,re N aX 3 _ II II � � FLOOR BELOW. 5-1/2" O.D. SCH 40 5-1/2" O.D. 5CH 40 I • STEPPED FOOTING 5TL. COL. (ASTM 5TL. COL (ASTM 5 6 H II II �"oQ II II � O NEW FT6. TO STEP AS NEEDED TO ALIGN WITH EXIST. F76., � AI25) BY 51M5 � AI25) BY 5IM5 � AS PER DETAIL 9/A-401. V.I.F. EXIST. FT6. DEPTH. STEEL (OR EQ) STEEL (OR EQ) I I N LU z-�i N I I U c 4D HOLDOWN (FOUNDATION TO I5T FLOOR): WALL STUD FRAMING NOTE: ' I I Q o COORDINATE PLACEMENT OF WALL STUDS DIRECTLY BENEATH �p • RESERVE SPECIFICALLY INDICATED JOISTS, BEAMS f UNSHEATHED I I I I Q /1 O5A POSTS;THESE MEMBERS SHOULD NOT FALL SOLELY ON v V J DOUBLE TOP PLATES WITHOUT A WALL STUD DIRECTLY BENEATH. ADDITIONALLY, ENSURE MULTIPLE PLY STUDS PROVIDED AS INDICATED BY POST/COLUMN DESIGNATIONS. LL TYPICAL DOOR/WINDOW HEADER NOTE: NEW (2) I."15"x9.5" T.J. 2.OE MIGROLLAM LVL HDR RID6E�ROPPED BEANf�Td-HEADER STRAPPi - PROVIDE (2) 2"xIO" HEADERS AT ALL DOORS d WINDOWS, U.O.N. PLACED FLUSH w/NEW 8 — — — — —I — — — — — — — — — — — p SEE PAGE 6-005 FOR NAILING/5TRAPPIN6/FRAMING REQUIREMENT5 DROPPED BM. BELOW RIDGE r 5B CONNECT RID6E DROPPED BM. TO SUPPORTING HDR W/ — — — — DROPPED — — — — — SIMP50N C520 STRAPPING, WRAPPED OVER BEAM $ 53ACK (BY OPENING WIDTH) THAT SHALL BE PROVIDED,U.O.N. ( CONNECT NEW DROPPED I — DOWN HDR (W MAXIMUM END LENGTH NAILING AGHIEVEED ON SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS A5 SUCH: I I I BM. TO NEW RAISED HDR STRAPPING ON BOTH SIDES OF HDR) B B2 2B w/SIMPSON HHU5410 HNOR. I — I I I NEW UN-REINFORCED P. GONG. SLAB 2"x5" _ _ _ _ V.I.F. EXIST. I 6 I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON I R.R. ® I6" O.G. 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR SLABS EXIST, PROPOSED AT EXTERIOR LOCATIONS) UPON BEDROOM 5. 4" (MIN) GRAVEL BASE Y NOTE:CAPACIT 150 5.F. NEW REINFORCED P. GONG. SLAB75 SOIL BEARING 6B OF 1. NEW 4 THK. P. GONG. SLAB w/6'Wo -10/10 W.W.M. UPPON BEARINGRGA AGIITY OF 1.0 TOINC WS F ASSUMES A SOIL EXIST. 2"xb" 2. PROIL POLY VAPOR POSED AT EXTERIORRLOC T IONS)0 UPON I I 10:12 3.5:12 I "I:12 G.J. ® 16 O.G. 5. 4" (MIN) GRAVEL BASE FOUNDATION FOR WD. DECK: iA P GONC. PIER AS PER DECK DETAIL 4/A-F.T. 5M. UPON SIMPSON ABU46Z POST B UPON 114"� Z OASE — — I I I _ O FOUNDATION FOR HP, DECK: �B -WD. P.T. BM. UPON SIMP50N ABU46Z POST BASE UPON 110"4 P. CONC. PIER v4/ `SGUARE FOOTING, AS PEP, DECK DETAIL 5/A-40" 5F-22 CONCRETE PAID 1 EXIST. I I I I w z ® EXISTING CONTINUOUS FOOTING 4 S.F. I I - - V.I.F. EXIST. 2"x5" o I I I N V.I.F. EXIST. I6 x5 DEEP P. GONG. CONTINUOUS FT6. L �— — R.R. ® Ib O.G. X I I Z OSB PROPOSED CONTINUOUS FOOTING I 5 I/ASODEEP P. GONG. CONTINUOUS FT6. AS PER DETAIL 1. EXIST. O 0 FOR WOOD STAIRS ® 6RADE: EXIST. I o I I I � I I � LL O 4" THK. P. GONG. PAD x IV' WIDE x REQ'D LENGTH UPOPN BATHROOM I ( m O N ~ 6" G XI. U.O.N.RAVEL UNDER 2"xl4" P.T. STAIR STRINGERS ® MA 5a 5•F• i I Q I � w ib" O.G., (MIN. 5 STRING o 0 ERS) I I a I I Z m tZ TYPICAL LEDGER BOARD: X I II a 10 I. (1) 2"x BD. TO MATCH DEPTH OF JOISTS (P.T. BD. FO)R . I w I g � g EXTERIOR INSTALLATIONS) ( I I V Z a 2. SECURED w/(2) 5/5 0 x 5 LON6 H.D. GAL. LAO BOLTS ® 1611 O.G. 5. INSTAL H.D. 6ALV. JOIST HANGERS BY 'SIMPSOW (OR 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING 10:12 55:12 1 04 04 0i`EDG RUNDERNEATH SIDING d BENT OVER TOP EDGE MODIFIED .\I N BEDROOM II O I I PROJECT: i V.I.F. EXIST. 2 x8 / 1 EXIST. 2"xb" I R.R. ® I6" O.G. G.J. ® I6" O.C. l _ - _ - I I FISHER RESERVE - - - - I - - - - - - - - - - - - - - - - -� ! - - - - - - ! ADDITION o L —IT — — — — �— - - - - - -IT - - - - - - - - � - - - - 295 YOUNGS ROAD HIDDE ' G S5 4AT6H�NotE-- --/ I2 I. COORDINATE FRAMING OF 57AIR5 DE5GENDIN O ORIENT, N.Y. 11957 EXI5TIN6 BILGO ENTRANCE w/HIDDEN ACCESS HATCH w MANUFACTURER;MANUFACTURER SHOP DRANINC75 TO ( 10:12 Q 10:12 .BE PROVIDED DRAWING TITLE: 2. OUT GONG. CURB OF EXIST. 511-00 ENTRANCE A5 R:EQ.'D ?l� a TO ENSURE UNIFORM HEIGHT OF STAIR RISERS. ~Q 3. PROVIDE ADDITIONAL STAIR RISERS AS NEEDED TO PROPOSED STRUCTURAL PLAN AL16N w/DECK F.F. EL. (2 RISERS ESTIMATED;V.I.F) d)j NEW 2"xl0" R.R. _ NEW 2"xIO" R.R. 0 1b" O.G. < ® 161, O.G. PAGE: S-102m0l D Ell ILL - - - - - ❑ DATE: 03/28/25 15 OF 15 6r� J tI re PROPOSED SEOOND FLOOR 57RUOTURAL PLAN FROPOSED R00f f=RAM I NO PLAN '�I�� OF SCALE: 1/4" = 1'-O" SCALE: 1/4" = I'-O" I