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HomeMy WebLinkAbout50080-Z pf soUryo`o Town of Southold * * P.O. Box 1179 53095 Main Rd 1jNV.' �o Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45921 Date: 01/30/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 350 Richmond Rd E Southold, NY 11971 Sec/Block/Lot: 135.-3-9 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/03/2023 Pursuant to which Building Permit No. 50080 and dated: 12/04/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations, including unfinished basement and deck, to existing single-family dwelling as applied for. The certificate is issued to: Alan Karen,Andrea Karen Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50080 01/13/2025 PLUMBERS CERTIFICATION: r tho 'ze Si ature o�OFF TOWN OF SOUTHOLD aye BUILDING DEPARTMENT H TOWN CLERK'S OFFICE oy • 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#: 50080 Date: 12/4/2023 Permission is hereby granted to: Karen, Alan 219 Cuba Hill Rd Huntington, NY 11743 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 350 Richmond Rd E, Southold SCTM #473889 Sec/Block/Lot# 135.-3-9 Pursuant to application dated 11/3/2023 and approved by the Building Inspector. To expire on 614/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,180.00 CO-ADDITION TO DWELLING $100.00 Total: $1,280.00 Building Inspector o�'pF SOUT��I h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 OUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Alan Karen Address: 350 Richmond Rd E City:Southold St: NY Zip: 11971 Building Permit#: 50080 Section: 135 Block: 3 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: REP Electric License No: 46288ME SITE DETAILS Office Use Only Indoor Basement F Service Solar Outdoor F 1st Floor W Pool r Spa r Renovation 2nd Floor Hot Tub (— Generator F Survey r Attic Garage Battery Storage IE] INVENTORY Service 1 ph r Heat Duplec Recpt 16 Ceiling Fixtures 8 Bath Exhaust Fan Service 3 ph I— Hot Water GFCI Recpt 5 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 15 CO Detectors Sub Panel A/C Blower 1 Range Recpt 50A Ceiling Fan 1 Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect 1 Switches 14 4'LED Exit Fixtures Other Equipment: Fridge, Oven, DW, Micro, Hood, Mini Fridge, (3) Arc Fault 115 & (2) Combo 120 Breakers Notes: Two Story Addition w/ Unfinished Basement �Inspector Signature: Date: January 13, 2025 Sean Devlin Electrical Inspector sean.deviin a-town.southold.ny.us 350RichmondRd EAdd itio n Electric pF SOUlyO C50 C h to �.�`� , * ' TOWN OF SOUTHOLU BUILDING DEPT.. . coum, 631-765-1802 ..'INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ]- FOUNDATION 2ND [ ] INSULATION/CAULKING [ } FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ]. FIRE-SAFETY'INSPECTION [ --]. 'FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]' PRE C/O [ ] RENTAL REMARKS: 0 r G — 0 DATE INSPECTOR a i OE SOUIyOIo C-)C ) # TOWN.OFSOUTHOLD. BUILDING DEPT. C ourm,��'' 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 ELECTRIC [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: DATE 6ZM INSPECTOR OF SOUIyO<o # # TOWN OF SOUTHOLD BUILDING DEPT. coam, 631-765-1802 �'ov INSPECTION [ ] .FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND_ [ ] I ,,w6l,ULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL [. ] . FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION f ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ . ] RENTAL . REMARKS V Wl r .L-- p o k� LJh ) DATE LN W1 yDYq INSPECTORNV SOOI CO # TN O �OUTHOLD BUILDING 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 [ j FIRE RESISTANT PENETRATION - - . ELECTRICAL (ROUGH) )6o& ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL "REMARKS: rn DATE I -INSPECTOR AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build January 10th,2025 LI, u . Town of Southold Department of Building and Zoning F 54375 NY-25 BAN 9 7 2025 Southold, NY 11971 Karen Residence 350 Richmond Rd E " Southold, NY 11971 SCTM#: 1000-135-3-9 To Whom It May Concern, _ Enclosed please find 4 sets of revised pages for the above-referenced property.The following changes have been made to the plans: 1. The proposed trellis and its footings,originally planned for the rear patio,have been removed. 2. The center window on the northeast wall in the great room was taken out and a mantle built up in front of it.The mantle contains a hardwired electric fireplace and spans floor to ceiling with a gap fora centered second story window. 3. The rear deck and steps leading from the great room to the patio have been reduced in size,with the steps now redirected to the side of the house instead of the patio. 4. The kitchen layout has been modified to feature a single larger window on the southwest wall in place of two smaller ones.The range has been slightly repositioned, and the countertop now connects directly to the refrigerator. If you have any questions or need further information, please feel free to contact me directly. Thank you, Anthony Portillo, RA,LEED AP Principal I AMP Architecture,PLLC (631) 603-9092 N. J. MAZZAFERRO' P.E. 1, _. U" PO Box 57, Greenport,N.Y. 11944 �A e R 2 9 2024 K Phone- 516-457-5596 Consulting Enginearn,,,. March 29, 2024 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold,NY 11971 Re: Karen 350 Richmond Road East Southold,N.Y. 11971 District-1000, Section-135. Block-3 Lot-9 Building Permit Number—50080—Alterations/Addition Inspection—Footing and Foundation On 3/22/2024 and 3/28/2024, I inspected the construction at the noted location. The inspection covered the verification of the footing and new foundation for the addition/alteration to the existing structure. The areas verified and inspected included the footing, foundation wall and foundation wall finish. The inspection results are: Items verified and inspected included footing and foundation wall size and location and the completed foundation wall. The damproofing was also inspected. The inspection was completed prior to backfilling The completed foundation work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. So NeW y0 v � � Z O Nicholas J. Mazzaferro,P.E. �Fp NO 051095 �C?� p7?OFESSI014?�w� N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer May 2, 2024 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold,NY 11971 ; } ..9.,4 JI Re: Karen MAY - 3 2024 350 Richmond Road East Southold,N.Y. 11971 1; 1; District-1000, Section-135. Block-3 Lot-9. Building Permit Number-50080-Alterations/Addition Inspection-Framing On May 1, 2024, I inspected the construction at the noted location. The inspection covered the framing for the addition/alteration to the existing house structure. The areas inspected included the basement and first floor of the existing structure. The framing work included exterior and interior walls, floors. ceilings and roof. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections,header sizes, bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result-Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. 0 NFL,Y O Nicholas J. Mazzaferro, P.E. =w *O 051095 ARO�essioNP�'� N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer July 8, 2024 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department � 53095 Main Road rF !_ Southold,NY 11971 Re: Karen Jul 8 350 Richmond Road East Southold,N.Y. 11971 District-1000, Section-135. Block-3 Lot-9 Building Permit Number—50080—Alterations/Addition Inspection—Insulation On July 1,2024,I inspected the insulation and caulking installed at the noted location. The inspection covered the basement, exterior and interior walls and the ceiling/roof for the alteration. The inspection results are: 1 —Walls—Insulation provided and installed by general contractor. Insulation provided rated as R-21 (Batts). 2—Ceiling/Roof—Insulation provided and installed by general contractor. Insulation provided rated as R-49 (Spray). 3 —First Floor/Cellar Ceiling—Insulation provided and installed by gereral contractor. Insulation rated as R-30. Result-The insulation and caulking installation as verified by inspection is compliant with all the applicable sections of the IRC,NYS and Southold Town Building Codes. The insulation was installed in compliance with the IEC Code for Existing Buildings, in particular the Building Envelope Section. F NEW roe 9 .M 9 Nicholas J.Mazzaferro, P.E. o w L. 5f; ROFESS10 AMP Architecture Address: 10200 Main Road, Unit 3A, Mattituck NY 11952 Phone: (631)603-9092 Design + Build FPP L i Vfj April 17, 2024 A P R 2 4 2024 TO: Southold Building Department 54375 NY-25, Southold, NY 11971 �Karen Residence 450 Richmond Rd, Southold NY 11971 To who this may concern, Accompanying this Narrative are revised drawings submitted to update the scope of work being proposed. The foundation was exposed and is nonexistent. As such a foundation wall was proposed to carry the load from the new ridge beam with a new foundation pinning note. Because of this, the foundation plan was updated. Please feel free to contact our office if you have any further questions. Thank you, Anthony Portillo, RA, LEED AP Principal I AMP Architecture, PLLC Page 1 of 2 'IELD INSPECTION REPORT I ,DATE COMMENTS `a --- -- 8 Cif FOUNDATION (1ST) --- O` ------------------------------------ cn FOUNDATION (2ND) � i � z 0 C1� 0 cn ROUGH FRAMING& n•�� PLUMBING I r r INSULATION PER N.Y. ^� STATE ENERGY CODE O s o ' r za 24ol Nat S s FINAL i ADDITIONAL COMMENTS �lkdo �a 5 _ .� It xnf a hAVJrec S e I i GMaa l V�1 Q I s �-,,d m an ace- ! fir 6�� rea.;- dP�--Ck hat) s v c►- No 0 z x - d b �SUFFott�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov ,x. Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only r'�/',r 9 nR r7� E. PERMIT NO. Building Inspector: w (�i \�'1/f+�j`j lil �j 'Applications and forms must be`filled out in their entirety.Incomplete.'` NOV 2 2023 ~" applications will not be accepted. Where the Applicant is not;the owner,°an' Owner's Authorization form(Page 2)shall be completed. 1 rD I n'Tr D1<Ic�To Date: 10/26/23 OWNERS)OF,PROPERTY: Name:Alan Karen SCTM# 1000-135-03-09 Project Address:350 Richmond RD E. Southold,NYM11971 - Phone#:516-635-6700 Email:abkaren aol.com Mailing Address:350 Richmond RD E, Southold, NY 11971 CONTACT,.PERSON: _ Name:AMP Architecture Mailing Address: 10200 Main Road, Mattituck, NY 11952 Phone#:631-603-9092 Email:msmith@a mparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture Mailing Address: 10200 Main Road, Mattituck, NY 11952 Phone#:631-603-9092 Email:msmith.@amparchitect.com CONTRACTOR INFORMATION: - Name: Mailing Address: Phone#: Email: DESCRIPTION OF:PROPOSED.CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 1 i PROPERTY INFORMATION Existing use of property:Single. Family Res. Intended use of property:Sltlgle Family Res_. -_ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R- 40 NC this property? ❑Yes RNo 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 building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):AMP Architecture BAuthorized Agent ❑Owner Signature of Applicant: �. J� Date: 10/30/23 STATE OF NEW YORK) SS: COUNTY OF ) AMP Architecture being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application fi.le therewith.Aod� DARBARA N.TANDY Sworn before me this Notary Publio,Stets Of NOW**rk No. 01TA6086001 Qualified1 Suffolk tau � a.� day of , 20 g'�3 Commiseiokmll ftes-� o� moo Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, Alan Karen residing at 350 Richmond RD E, Southold, NY 11971 do hereby authorize AMP Architecture to apply on my behalf to the Town of Southold Building Department for approval as described herein. �Dk 9 nor�;�ama AI a n Ka ren 3 moo,=s �'^p@TCO E•dan ren® 10/3 0/2 3 L Pm MF R—Vu-W.] Owner's Signature Date Alan Karen Print Owner's Name 2 ix lj Q IL®ING DEPARTMENT- Electrical Inspector . . TOWN OF SOUTHOLD MAR 8 2024Tow �.all Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 , Telephone (631) 765-1802 - FAX (631) 765-9502 a soufiholdtownn ov — seand southoldtownn . ov APPLICATION FORP�ELECTRICAL IN CTION ELECTRICIAN INFORMATION (All Inforrgiption Required) Date: 3/15/24 Company Name: RBP Electric LI C Electrician's Name: Robert F Pala dino License No,: 462681ME Floc empil REPelectric1 @cgmail,com Elec., Phone No; 631 767 5Q4 l request an email copy of Certificate of Gomplianbe Flec, Address,: PO l3ox 636 Mattituck, !Y 1195 JOL3 SITE INFORMATION '(All Information Required) Name: Karen Address; 3; Q Richmond Rd Southold Cross Street: Routs 48 Phone No.: 631-767-6034 Bldg,Permit#: 50080 email: Tax Map District: 1000 Section: Block: Lot: GRIEF DESCRIPTION OF CLUDE St5UAR �OC3Tf�C�E (Please F'rint Clearly): New wiring, receptacles, switches, and lighting for an addition S11 quare P66toge: �.� o.�s Circle All That,Apply: Is job ready for inspection?: YES NO 9 Rou h In Final Igo you need a:Temp Oertificate?: El YES [VJ NO issued. On 'Temp Inf9rmation; (All information required) Service Size 1 Ph[]3 Ph ,Size: A # Meters� Old Meter# [J New Service[]Fire Reconnect M Flood Reconnect[]Service Reconnect[JlJnderground Overhead Underground Laterals 1 2 H Frame. Pole Work done on Service? Y Rp Aaditiorial Information: $150 PAY- �d�'I" I AI�LITI ��,�� (& 100 �� J/-eAf kA zV:�N PERMIT# Address: ��O Ri, �jh fnO ID Switches J � —50 UQ-Ao Outlets / r GFI's Surface Sconces H H's /5� AN, � �N UC Lts �D ��y'ITTS Fans -- y Fridge HW xhaust - Oven ( W/p >mokes pW I Mini .arbon Micro Generator :ombo Cooktop Transfer C AH 6 Hood Service pecial: Amps Have Used omments 3 4;0 ��G1 lls SITE PLAN HATCH KEY: �!! PROPOSED BUILDING ADDITION 9 Nx r PROP05ED ACCESSORY STRUCTURE + i Q PROPOSED 2ND STORY LL)i L,j"d� Uj W J (U (� C y, O •� '0^ f b 10IIn�7�" � Zip/ .I' :. V < anf R 1�, '• CL , r ay a✓' ` O N ' O m '� co •sfi F' Y e `�off'f f b_ " t n• , / ' N48°47'3O"W _ -_ _ 151.15' .! "�• edit'. ,*.` �'• $^e .... -+ - #y. . , f N V r GONG. PATIO r EXISTING 2-GAR GARAGE '.. 540 S.F. I LOCATION MAP C..) C N SCALE: NITS T ��� .� EXIST. 15TRY 22.3' n1 FRAME DWELLING O 5'O r -- W PROP. LAM - PROPOSED MAIN DNELLINO ADDITION FA(5E <E� GONG. PA710 m! _ _ _ _ - PROPOSED L�ARO ER FRONT PORCH Q � m m PROP - ,QQ PROJECT LOCATION & SCOPE TRELLIS IFRO, J E G 7 D A7A SITE PLAN & ZONING DATA (DETACHED) y L� v PROJECT / ZONING DATA -QQ�,QQ GENERAL NOTES ENERGY- --------------------- I PROP � ' I TAX MAP # l000-135-3-a STRUCTURAL CHARTS O - \ EXIST. 2 5TRY _--- i� I'RAME DWELLING ADDITION r ZONING DISTRICT R-40 NG LA PRo " / LOT AREA 0.5 ACRES C� OO�J,00 HOLDOWN, ANCHOR BOLT, W HIND. --- - STRAPPING & NAILING DETAILS 2 WELL GofO - DWELLING AND r ADDITION Z6248; 1a74 FASTENING SCHEDULE 0 OP 7q'6 GofO -ADD 40774; 20h8 w FRAMING GRAPHICS (n FRONT - 55' FRON7 SE73AS< - - - _ AND DECK- -- --_- __ o. PORCH - FEMA FLOOD ZONE X v-O O .C O Q BEAM CONNECTION PATTERNS o EXISTING EXISTING FIREBLOCKING DETAILS z HAB I TABLE OR055 - SPACE AREA cn PROPOSED DEMOLITION L OI .OQ 10 PANS W Ir FIRST FLOOR AREA 1,178.3 S.F. 1,178.3 S.F. -  - w SECOND FLOOR AREA 145 S.F. 145 S.F. w m m AREA TOTALS 1,325.0 S.F. 1,325.0 S.F. u� n - O2 .00 PROPOSED FOUNDATION PLAN z m PROPOSED PROPOSED w o l HABITABLE OR055 SPACE _ AREA 0 o FIRST FLOOR AREA 1,455.5 S.F. 1,455.5 S.F. -- ---- ---- - --- - - -- - Off,®O PROPOSED FIRST FLOOR PLAN _a SECOND FLOOR AREA 145 S.F. 145 S.F. - -- 'n p AREA TOTALS 0.0 S.F. 0.0 S.F. LU M Q � 5480471301E - - - - - - - - - - O�-.00 . 131.15' ZONING REGULATIONS MAIN BUILDING PROPOSED SECOND FLOOR PLAN _ - --- - --- PROJECT: SOUTHOLD TOWN CODE 280-124 RI GHMOND ROPED EAST EXIST. it PROPOSED COMPLIES PROPOSED EX KAR EN - _ -2O ,QQ EXTERIOR ELEVATIONS ADDITION MIN. FRONT YARD 55.0 55.5155.95 YES MIN. 51ME YARD 10.0' 15.2' 13.2' YES MIN. ;.OBANED , -202 ,QQ PROPOSED EXTERIOR ELEVATIONS 350 RICHMOND RD --- -_= a2.8 YES _ 51 DE YARDS i 25.0 100.-1 I MIN.REAR YARD 35.0' 11.51 141.6' � (Exi,s'r�NG) SOUTHOLD -- NO MAXMUM HEIGHT 35 Ia.B' 1a.8' YES ___._- _ DRAWING_ _TITLE: -- - BUILDING SECTIONS G t-� G �I - --_----- - ---- � �® I '�Q PROJECT LOCATION & SCOPE PROPOSy ✓(TE. PLAN`� LOT COVERAGE SITE PLAN & ZONING DATA SCALE: I" = 10'-O" SOUTHOLD TOWN CODE 280-124 COMPLY WITH ALL CODES OF -- --- -- - --- -! NEW YORK STATE &TOWN CODES DESCRIPTION (FOOTPRINT) AREA % LOT -�(-Q ,00 DESIGN DETAILS APPRO ED A;; NOTED AS REQUIRED AND CONDITIONS OF - COVERAGE _SOU HOLD T i ��ZBA TOTAL LOT AREA 13,054.7 S.F. PAGE: DA 3B.P.� � ..� SOJTHOL 10�"JN?LAN'J!1'Ju BOAnD _ -_=__-__ -_-- -- - -_- -- -- -�- --- -- I_ EXISTING DWELLING 1,178.4 S.F. a.09b _ 10 0 FEE BY:- SOUTH - TOt%TRUSTEt S - _"_- ---- EXISTING DETACHED GARAGE 53a.6 S.F. 4.I� J- I O I .00 PROPOSED STRUCTURAL PLANS01"k0 ■ NOTIFY BUILDING DEPARTMENT AT ...._.._ RYS EC -- - E - -_- 4.1 631 765-1802 8AM TO 4PM FOR THE S OLD HPC FOLLOWING INSPECTII�NS: PROPOSED ADDITION 277.2 S.F. 2.190 OSED FRONT PORCH 41.1 S.F. 0.5% 1. FOUNDATION-TWO REQUIRED OHS _- ----_------_- - DATE: 11/30/23 1 OF 13 FOR POURED CONCRETE _ AREA OF ALL STRUCTURES i 1718.0 S.F. I 13.296 2. ROUGH-FRAMING&PLUMBING �exterior Iigh�in�' F_�_TORLT141 - 3. INSULATION RETAIN STORM WATER RUNOFF installed, replaced • I,\ T MAXIMUM LOT COVERAGE ALLOWED: 209b � �n �' � D+ W tl 4. FINAL-CONSTRUCTION MUST PURSUANT TO CHAPTER 236 repaired shall conforms 51TE LAYOUT NOTES: I �" r ! BE COMPLETE FOR C.O. OF THE TOWN CODE, to Chapter 172 IMPERVIOUS SURFACES < 8 FROM GRADE ALL CONSTRUCTION I'HALL MEET THE I. THIS 15 AN ARCHITECT'S SITE PLAN 8 15 SUBJECT TO VERIFICATION BY A LICENSED �' of the Town Code ` . REQUIREMENTS OFTHE CODES OF NEW Of SURVEYOR. THE INFORMATION PROPOSED GONG. PATIO 2a2.3 S.F. 2.290 REPRESENTED ON TH15 51TE PLAN I5 TO THE - -- ------ YORK STATE. NOT RESPONSIBLE FOR INSP -' DESiGNORCONSTRUC;TONERRORS INSPECTION REQUIRE) ARCHITECT'S BEST OF KNOWLEDGE. TOTAL LOT COVERAGE INCLUDING /� 44, STRUCTURES <8" FROM SRAIDE C �y/ o (,,, ' i •" �` 1 2010.5 S.F. 15.49b '� I ,"� 2.SURVEY INFORMATION WAS OBTAINED h�¢ FROM A SURVEY DATED DULY 31, 2014 SOUTHOLD TOWN CODE 280-207 (A)(I) ( OEC - n A PAN AND PREPARED BY: __-.�- _ �l III ��(( ft$ uCCU C OR _ _ � � �" LOT SIZE / AREA IN ALLOWABLE TOTAL �� �`` ,w USE IS UNLAWFUL Must 'r0Ade Manuals laa LAFAYETTE DRIVE - � � ����`'� .� p , - --- =_ _--- -- 10,000. S.F. 3,054.7 S.F. GFA - GFA e w r f, <<a a , Blower door ISLAND WIDE LAND SURVEYORS EXGE55 OF 10,000 S.F. 4 and ductwork (b) LOTS CONTAINING UP TO 3,350 S.F. ���iIT�lOUT CERTIFICATE D,J end S as per 5Y055ET N.Y. 117a1 L20,000 S.F. MAX. testing required. TELEPHONE: (516) 4a6 7b22 ------OF OCCUPANCY NYS Energy Code g 4 A�LONAeLE S.F.-/ PLUS 12.59 OF EXCESS LOT 2,100.0 S.F. 381.8 S.F. 24a1.8 S.F. 2,0-15.2 S.F. LL AREA OVER 10,000 S.F. NOTE5 $ 5PEG 17 kf AT1 ON5 CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY ABBRE Y I AT I ONS Q„ I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 $ BETTER (Fb = 5-15) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE T06ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RE5PON51BILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF BD. BOARD IN5UL. INSULATION Q SPEGIFICATION5,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK W 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. � 5" MIN. FOUNDATION EXPOSURE. A6ENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR INTERIOR_ 6REAT'ER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL BLDG. BUILDING K KIPS (1000 LBS) J p 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 I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"x6", UNLE55 (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. - M APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIOHT5 WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND TH15 P5 FORMAT, AS BM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS N APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. 0= 4'-0" BELOW GRADE, UNLESS Q ++ L17 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TEGO" OR OTHERWISE NOTED B.O. BOTTOM OF MAX. � MAXIMUM C � ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, - r STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMFO51TE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65, U.O.N. BOT. BOTTOM MEGH. [MECHANICAL ., r (p 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AG W AGAINST FOUNDATION ALLS B.O.W. BOTTOM OF WALL MIN. MINIMUM = 0 AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL 151 TIER OF FRAMING 15 IN PLACE. G.J. CEILING JOIST NAVD55 1 NORTH AMERIGAN VERTICAL DATUM OF IgP.�b L' LN Z � 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, 4. ALL UNNOT'ED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, T FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWIN65. _ O OF THE OWNER/BUILDER COL. COLUMN NYC BG NEW PORK CITY BUILDING CODE D- .p r N INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED -7. ALL BEAMS, 61RDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY 6. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED O U I 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, 5UGH A5 THE SOLID WITH CONCRETE. CONT. FGONTINUOU5 O.G. ON CENTER SHALL BE CLARIFIED WITH THE ARCH ITECT/EN6INEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xi0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE O m WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EA51LY DISTINGUISHABLE MARK OR 11. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-005. DBE. DOUBLE OGG. OCCUPANCY q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN516NIA OF THE GRADING A&ENGY WHICH COMPLIES WITH THE -C 0 • '�'' 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P T REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 26 - �DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION C N p UNLE55 APPROVED BY THE ARGHITECT/ENOINEER. DAYS OF 4,000 F.B.I., U.O.N. Q IL 2 O 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG POURED CONCRETE "I. CONTRACTOR TO VERIFY DIMEN510N5 OF FOUNDATION WITH FLOOR PLANS /� ` BEFORE THE START FRAMING ON PAGE 6-003. GENERALLY, 5HEATHIN6 IS OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A 1 �10.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH - w ROOF AND 15 OF GDX CRAVE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE 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 U51N6 PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACH PLYWD. PLYWOOD WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 -- q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV. ELEVATION P.T. PRESSURE TREATED NAILING AS PER FA5TENIN6 SCHEDULE ON PAGE 6-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (5) 50. FT. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP EQUIPMENT REQ'D REQUIRED -}-J CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LED6E AND PROVIDE WEEP HOLES, ° - 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXI5T. EXI5TIN& 1 RI RI51-R ( , AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT IA. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. � EXTERIOR RM. ROOM rn PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. l I I 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' GROSS BRAGINC AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 To BE PERFORMED IN TEMPERATURES EXCEED 6'-O" AND AT EVERY 6'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO FAR FLOOR AREA RATIO 5TL. 5TEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. -- - • - 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE F.A.V. FRESH AIR VENT 5.V. -� SMART VENT 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 1'7. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY _ WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 6OVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS RUBBISHH,, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 16. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED OLAS5 U BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWIN65, WHERE EVER APPLICABLE. I'7. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA&E5 6-003. OR THE MANUFACTURERS GOREz EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK 15. THE CONTRACTOR SHALL CARRY WORK.MAN'S COMPENSATION AND GENERAL let. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUS MEET THE PROVISIONS OF ASTM G36 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK ° - I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK of FLOOR SHALL NEVER EXCEED A I6 SPAN. WALLBOARD, A5TM 05-7 SPECIFICATION FOR GYPSUM LATH, OR A5TM 0-11 CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT GONSTRUGTION ELEVATION Tr TREAD SPECIFICATION FOR 6YP5UM 5HEA7HIN6 BOARD. THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER ILI. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. TYPICAL COMPLETIPLETION OF PROJECT. AS PER PAGE 6-003. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN 50LID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" I-T. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS 'THE OWNER, „ MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP 4 3'-0" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED ARGHITEOVENOINEER, AND THEIR AGENT'S AND EMPLOYEES FROM AND 20. P.T. SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE W/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD GLA55 WINDOWS AND DOORS FTC. FOOTING VERT. VERTICAL I ATTORNEYS FEES ARISING OUT OF OR RE5ULTIN6 FROM THE PERFORMANCE OF TREAT LUMBER W/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: I. ALL SLABS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD I.6.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 2. CLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER GYP. BD. GYPSUM BOARD V.I.F. �ERIF 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORB Y IN FIELD ABSORBS No MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 5PEGIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE CLEARANCES ARE PROVIDED. H.D. HOLD DOWN W/ WITH ITSELF INGLUDIN6 THE L055 OR USE RE5UL.TIN6 THEREFROM). (B) IS CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND /r ETC. FOR LOCATIONS SUCH A5: LEDGER BD., BILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. ALL SLIDING SLABS DOORS, 5KYLI&H75, AND ANY SLABS UNIT INSTALLED HDR HEADER \` WHOLE OR IN PART BY ANY NEGLIGENT ACTT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LAS5, WD. 1 WOOD j CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE UNLESS OTHERWISE NOTED. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. HNGR HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. WEYERHAEU5ER TRUS JOIST 2.OE MICROLLAM LVL 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH PARTY INDEMNIFIED HEREUNDER. B. 6EORGIA PACIFIC 2.OE D 6-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (055), WAFERBOAR ORIENTED-STRAND MANUFACTURER'S SPECIFICATIONS. HOR. HORIZONTAL I6. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 PSL (PARALLEL STRAND LUMBER) DENOTES: WARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLAGIN& A. WEYERHAEU5ER TRU5 JOIST 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW YORK STATE OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT ENERGY CONSERVATION CONSTRUCTION GORE. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN55, 5PEGIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GORE EVALUATION REPORTS. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING CLASS DOORS, WINDOW5, OR y� I i I I� � �( ® I �� APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING D MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, ANY OTHER TYPE OF SLABS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. I AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENT5 SET FORTH IN THE MANUFACTURER'S 1.6.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AUTHORIZATION OF THE ARGHITEGT/EN6INE.ER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A206.1 AND ANY 'I. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL Iq. THE CONTRACTOR SHALL BE RE5PON5113LE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NO NOTCHES IN THE TOP BOTTOM EDGE OF RAFTER SAWN RAFTERS SHALL EVALUATION REPORT. PROPOSED DESIGN CODE PRESCRIPTIVE VALUE 4 PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLEE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 8. ALL 6LAS5 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS COMPONENT OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. VALUE C,7A7I ON (PER 2020 NY5ECCC) COMPLIES 20. CONTRACTOR TO REMOVE d RELOCA77E AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT 5UPPORT5 THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIc`14.1 CELLULOSIC WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH __J - IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLUL05I0 FIBER INSULATING BOARD. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH MAX. U-VALUE = 0.52 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S U-VALUE = 0.25 1.6.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN THE GHARAGTERI5TIG5 OF THE ANDERSEN WINDOW SPECIFIED. THE FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.30 GFM/5F YES SPECIFICATIONS, UNLESS NOTED OTHERWISE. CHARACTERISTICS ARE AS FOLLOWS BUT NOT LIMITED TO: DESIGN PRESSURE, AIR LEAKAGE = 0.50 GFM/5F 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. f PER R402.4.3 8 TABLE R402.1.4 - CLIMATE ZONE 4 22. PROVIDE FIREBLOCKING AS PER NEW YORK AOCES51BILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I ROUGH OPENING, U-FACTOR,LIGHT AREA, VENT AREA, AND EGRESS THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1),THE 6OVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE GORE EVALUATION MIN. R-VALUE = 4q 25. PLEASE NOTE THAT THE5E PLANS, ARE PROTECTED A6AIN5T ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/6 TO THE EDGE OF THE STUD. REPORTS. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE CEILING R-VALUE '7 SPRAY FOAM INSULATION (R-4q) PER TABLE R402.1.2 - CLIMATE ZONE 4 YES UNAUTHORIZED USE UNDER FEDERAL LAW 13Y THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROB5-SECTION. TEMPERED 6LAS5. COPYRIGHT PROTECTION ACT OF IggO (AY�GPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM I5 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.TO 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. EXTERIOR (2"xb") WOOD [MIN. R-VALUE = 20 (CAVITY)6ENERAL WIND PROTECTION CONNECTION NOTE5: CONTRACTORS ATTENTION 15 DIRECT'ED TO THE APPLICABLE DETAILS, GLAZED OPENINGPROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE R-21 BATT INSULATIONYES FRAME WALL R-VALUE R TABLE R402.1.2 - CLIMATE ZONE 4 ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RE51MENTIAL NOTES, AND TABLES ON PAGE 6-003 b 0-004.THE FASTENING SCHEDULE 2.2.1. BOLT5: BOLTS SHALL COMPLY WITH ANSI/A5ME B 15.2.1 SQUARE AND MISSILE TEST OF ASTM Elggb AND A5TM EI666 AS MODIFIED BY 2020 NY5 BG CONSTRUCTION;SSTD 10-qq AND 2015 5BC HIGH WIND EDITION WOOD FRAME SPECIFIES THE REO'D NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND SGREW5 (INCH SERIES). SECTION 301.2.1.2.1. GARAGE DOOR &LAZED OPENING PROTECTION SHALL MEET - I Z CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FA5TENIN6 THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR MIN R-VALUE = Iq I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG 5GREW5: LAG 5GREW5 OR LAG BOLTS SHALL COMPLY WITH ANSI/ ANSI/DA5MA 115. FLOOR R VALUE R-30 BATT INSULATION wPER TABLE R402.1.2 - CLIMATE ZONE 4 YES g FLOORS, 5TUDS AND ROOF FRAMING SHALL BE PROVIDED,. SHEAR4ALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. SPEC.'S). A5ME 515.2.1 SQUARE AND HEX BOLTS AND 50REW5 (INCH SERIES). 2 HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH 0 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 2.2.5. TRUSS METAL CONNECTOR PLAT'E5: TRUSS METAL CONNECTOR PLATES A THICKNESS OF NOT LESS THAN J" AND A SPAN OF NOT MORE THAN 5' SHALL COMPLIANCE STATEMENT: INCLUDED IN THE STANDARD BUILDING CODE, SECTION 250-6 OF IBC, SHALL 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENT5 OF ANSI/TPI I NATIONAL DEVON BE PERMITTED A5 GLAZING PROTECTION. PANELS SHALL BE PRECUT AND TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL W/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. TREATED WOOD s FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60V'ERNIN6, BUILDIN6 GORE, AND ANY ADDITIONAL REQUIREMENTS PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS 3. METAL PLATE5, CONNECTORS, SGREW5, BOLTS AND NAILS EXPOSED WALL W/STEEL SHIMS $ A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE DIRECTLY TO THE WEATHER OR SUBJECT TO SALT GORR0510N IN COASTAL SECURE W/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT w AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED 6ALV'ANIZED. EXIST. WALLS $ 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED F. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" &AGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, ON THE BUILDING. a 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 5HEATHIN6 AND 51DIN6,FRAMING ANCHORS OR CONNECTORS SHALL BE MEET THE REQUIREMENTS OF THE GOVERNING BUILDIN6 CODE AND ANY TABLE R501 .1 CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE 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 MANUFACTURERS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: STANDARD SHEARWALL HARDWARE (W/NOTED VALUES) 4 ANCHOR BOLTS, GORE EVALUATION REPORTS. 5. RIDGE STRAPS SHALL BE ATTACHED 10 EACH PAIR OF OPP051N6 U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG GROUND 5NOW LOAD 25 LBS RAFTERS EXCEPT WHERE COLLAR TIES OF 1"x6" OR 2"x4"LUMBER IS W/6" RISE $ W/ (2) s/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LESS 2.2.5. NAILS: AILS SHALL COMPLY HITH A5TM r FOR DRIVEN ASTENER5: NAILS SPIKES,ARD AND AND STAPLES. ALLOWABLE LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH -O EACH PAIR OF SET 6 DIST., U.O.N. - ADDITIONAL INFO. I5 FOUND ON PAGE G-005. 5TRUGTURAL MEMBER DEFLECTION BASIC WIND SPEED 130 MPH KAR E N RAFTERS. 2.2.6. PNEUMATIC, NAILS AND STAPLES: PNEUMATIC, NAILS AND STAPLES ASPHALT ROOFING SHINGLES SHALL MEET THE REQUIREMENTS OF THE 0OVERNIN6 BUILDING CODE ADDITION 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING AND ANY ADDITIONAL REQUIREMENTS AS, SET FORTH IN THE RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B SHINGLES OR APPROVED EQUAL. L/180 'i. FLOOR TO FLOOR HOLD-DOWNS TO BE: PROVIDED EVERY,46 AND EVERY MANUFACTURER'S GORE EVALUATION REPORTS. W/NO FINISHED GEILIN6 ATTACHED TO RAFTERS SEISMIC DES16N CATEGORY S 16" WITHIN 4' OF EXTERIOR CORNERS. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDIN6 FELT, UNLESS OTHERWISE 2.2.1. SGREW5: 5GREW5 SHALL COMPLY WITH ANSI/ASME B 15.6.1 NOTED. ALSO, CONTRACTORS OPTION TO APPLY CAF-WEATHER-WATCH ICE WOODSCREW5 (INCH SERIES). INTERIOR WALLS $ PARTITIONS H/ISO WEATHERING SEVERE 8. BILL PLATE TO FOUNDATION ANCHORAGE; BILL PLATE SHALL BE ANCHORED AND WATER BARRIER FROM EDGE OF EAVE TO 24 IN51PF EXTERIOR WALL 350 RICHMOND RD TO THE FOUNDATION WITH ANCHOR BOLTS HAYING A MIN. BOLT DIAMETER LINE. $ 24" FROM ALL VALLEYS, AND ROOF FLA5HINC CONDITIONS. INSULATION FLOORS $ PLASTERED GEILIN65 L/360 OF I" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED FROST LINE DEPTH 3'-O" SOUTHOLD PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 3. PROVIDE FLASHING NECESSARY FOR WATER T16HT AND WEATHERPROOF FIBERGLASS GATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF -7" IN CONCRETE/MASONRY CONSTRUCTION. ALL OTHER STRUCTURAL MEMBERS L/240 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS FOIL TO BE PLACED TOWARD WARM SIDE. TERMITE MODERATE TO HEAVY AND AT SPACING NOT EXGEEDIN6 4' ON CENTER. 4. ROOFING I5 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S AND PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION EXTERIOR WALLS w/ PLASTER OR STUCCO FINISH H/360 DRAWING TITLE: SPECIFICATIONS. ICE BARRIER REQUIRED YES WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY GENERAL NOTES GORES AND REFERENCE STANDARD: 5. NAILING OF ROOFING SHALL BE TO CODE. CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK FOUNDATION WATERPROOFING. ENERGY TABLE STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL GODS, 2020 b. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 1 EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YORK PERMITTED - q" R-50 FOR FLAT GEILIN65 STATE ENERGY CONSERVATION CONSTRUCTION CODE. 1 - 6.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65 . PROVIDE (2) LAYERS OF IS# ASPHALT BUILDIN6 FELT UNDERLAYMENT FOR - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, GONNEGTIONS OF 2:12 PITCHES TO 4:12 PITCHES - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION GO 5TRUGTION MANUAL BY THE AMERIGAN FOREST d PAPER,ASSOHOOD FRAMIN(9, AND CONNECTION To FOUNDATION - 201e� HOOD FRAME ATION 6. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - 5.25" R-21 FOR FLOORS STRUCTURAL DF_51 CAN LOAD5 PAGE: (AF$FA) AMERIGAN WOOD COUNCIL (AWG). THE SEALANT TO UPLIFT FORGES U51N6 ASTM D 6551. ELECTRICAL: 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE &YP5UM WALL BOARD I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM G-002m PLUMBING CODE. I. 6YPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT TO 201'7 NATIONAL ELECTRIC CODE, NFPA -10 AND 2020 NEW YORK STATE USELIVE LOAD DEAD LOADCOMPOUND METHOD. ENERGY CONSERVATION GONSTRUGTION CODE. OO 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEIN PORK STATE EXTERIOR BALCONIES 40 psf 15 psf MECHANICAL GORE AND 2020 NEW YORK 57AT'E FUEL &A5 CODE. 2. ALL 6YPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLE55 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON OTHERWISE NOTED. WATER RESISTANT (H.R.) AT BATHROOMS AND WHERE COMPLETION OF WORK. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-7 NATIONAL ELECTRIC DEEMED APPLICABLE. DECKS 40 psf 15 psf CODE, NFPA-0 AND 2020 NEW YORK STATE ENERGY CONSERVATION 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA'72: DATE: 10/16/23 2 0 F 13 CONSTRUCTION CODE. 3. 5/5", ONE HOUR RATED, TYPE 'X' 6YP5UM BOARD ON GEILIN6 AND WALLS - GENERALLY,VERIFY OR PROVIDE HARD WIRED PA55ENOER VEHICLE GARAGES 50 psf AS PER PLAN (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET SMOKE DETECTORS W/BATTERY BACK-UP IN: IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING ATTICS WITHOUT STORAGE (MAX CLEAR HST< 42") 10 psf 15 psf SITE WORK EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL A. EACH 5LEEPIN6 ROOM p I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR CONCRETE PANELS OF 5/6" THICKNESS MINIMUM. B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf 4. FIN15H JOINTS, J-BEADS, NAIL DIMPLES CORNERS, AND EDGES SHALL BE AREA IN THE IMMEDIATE VICINITY OF 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, � Y.p`.-.;=•' ,,_.=�• -.�,,,�, RECEIVE CLARIFICATION FROM ARCHITFOVENGINEER PRIOR TO PROGEEDIN6. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS THE BEDROOMS (GENERALLY THE HALLWAY) ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf 15 sf 10TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. p p z'• G. EVERY LEVEL OF DWELLING -A' STOCKPILE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. STOCKPILE TOPSOIL OBTAINED FROM STF:IPPIN6 DRIVEWAY AND BUILDIN6 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND (BASEMENT, FIRST FLOOR, 4 SECOND FLOOR, ETCJ 5LEEPIN6 ROOMS 3o psf 15 psf SITE. STOCKPILE ALL EXCAVATED MATERIALS. ALL OPENINGS. i:' • r' ;" 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE 6. FASTEN 6YPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. STAIRS 40 psf 15 psf ' ROOTS ROCKS AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. FOR AND HANDRAILS 200 psf 15 psf �, a -� •,_ `;,�; 7� 1B 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. ` 12 psf FOR ATTIC ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR LATH. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASGE '7-I6 (MINIMUM ME51ON LOADS FOR BUILDIN65 AND OTHER STP",.TRRES) #�OL_DOWN DETAILS 7'rF I GAL- NA I L- I NO/STRAFF I NO REOU RD1 ENTS FOR FASTENING 5GHEDULE A Q ALL HARDWARE TO BE INSTALLED A5 PER MANU. SPEG.'s;MANUFACTURER UFL- I FT, SHEAR, LATERAL Jill ND RES I STANCE NOTE: THI5 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS to SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, Li AND ROUGH OPENING FRAMING REQUIREMENTS) Li.l "ALL STRAPPING TO BE IY4"x 20 GAUGE" -- "51MP50N" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE J 0 FF_U5_r= 106 NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (5GHEDULE A5 PER AWG 2018 WOOD FRAME CON5TRUGTION MANUAL TABLE 5.1) - N FASTENER SPEC. FASTENER Q C LO DESCRIPTION AND QUANTITY SPACING O HOLDC WN ', HOEDOWN 'B' CONNECTION A �G NAIL_ INO ORID FOFOUNDATIONST 'i` AT RAFTER TO RI DOE .� I.DIMb ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd ROOF GE I L I NG FRAMING L , c N O GONNEGTION: COMMON NAIL w/o PREBORED HOLES. Lro Z 10- ENDWALL ENDW°`LL „-"""�„ RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER RAFTER c (5) 2x FULL (5) 2x FULL CORNER STUD ^''" „ „ �ry 2 2.WOOD 15 ASSUMED TO BE DF,#2 S BTR. IN DRY USE Q N HEIGHT STUD HEIGHT STUD CONNECTED TO FOR STRAP - 3 5 d# COMMON R.R. 2" iv SERVICE x CORNER STUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST >1 :2U CONNECTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL TRANSFER SHEAR ry (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL O Q m .r..+ SIMPSON HDQB FOR ROOF SLOPES UNDER 5:12 WITH • • ' • ' • • • HOLES,SET NEW MEMBER. CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE 6-003 EACH LAP .— HOEDOWN ANCHOR® 2-16d COMMON L LO ROOF SPANS OF 24' OR GREATER • • 2-I6d COMMON LOCATIONS NOTED NAILS ® 6" O.G. d • • • 4.NO MIXIN6 OF NAIL SIZES OR TYPES ALLOWED '� CV Q "� NAILS 0 b" O.G. # USE 4 5 d COMMON NAILS ® EA. ,� / • • CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) "I-I6d COMMON EACH LAP C Q . . O" O.G. IF BLOCKED ON PLANS 10 O.G. IF BLOCKED CORNER P05T `*,. END OF STRAP. ? 5.SEE SECTION b FOR ANY REQT TO CLINCH THE NAILS(TO Q �— Q CORNER P05T `~ , ~�~ I -ij T61�TLYG BOND BEL THE END OF THE NAIL TO A dIO° AN6LE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-005 PER TIE THE ABOVE ASSUMES A RAFTER SIMPSON HDQS ~`~^ SPACING OF 16" O.G.; FOR 5PAGIN65 6.DIMENSIONS ARE DERIVED FROM THE ND5 COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END HOLDOWN ANCHOR LOCATIONS NOTED ° d OF 24" O.G., INCREASE NAILING BY A GR 410N 12.4-PLACEMENT OF NAILS t SPIKES A TABLE ON PLANS FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END CONNECTION BI 52 d AT RAFTER TO TOP PLATE TO STUD WALL FRAMING ° HOLDOWN INSTALLATION OPTION51 GONNE07ION: ,!'� FOR STRAP - 3 8 d* COMMON NAILS ® EA. 52„:'"— TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON ' PER FOOT FOR NEW P. GONG. FOUND.'s ° ° �Y1 HOEDOWN CAST IN PLACE w/7/8"N THREADED ROD „.„-'°° • TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE w I I I ° . . •� END OF STRAP. • WHEN IN TOWN OF I5LIP OR NAILING FOR EXIST P GONG OR NEWLY CURBED POUND'S • • S� I • • 7/8"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NO Ts I I GEOMETRY EXCEEDS THAT PERMITTED IN �( I CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY ---- BI • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. • — ADHESIVE), a FOR TEMP.'S O°F-40°F USE 'SIMPSON' AT 51MP50N #H2A (OR EQUAL) RAFTER TIE , , (HIGH STRENGTH ACRYLIC ADHESIVE) `` ~ HEADER TO HEADER (FACE-NAIL) Ibd COMMON IV' O.G. ALONG EDGES • FOR TOENAILING - 3 5 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD U FILL TOP 2 COURSES SOLID # CAST IN PLACE HOEDOWN USE SAME w/'1/8"0 THREADED ROD CONNECTION "` -...., ~ ~„ FOR G.J. TO R.R. - q 16 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST BAND JOIST REQUIREMENTS FOR ._ „ 2-I6d COMMON 1,2 PER FOOT RAISED C.J.b (WHEN AT G.J. TO G.J. CONNE07ION: ENDJOIST, or BLOCKING (FACE-NAIL) APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW HOEDOWN 'G' HOEDOWN 'D' 2 -FLd COMMON NAILS FOR G.J. TO G.J. - ct I6d COMMON NAILS FLOOR FRAMING Q FOPOUNDAT OAST '� FOR NEWLY POURED CONNECTION GI G2 JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-8d COMMON PER JOIST W FOUNDATION ® ONE STORY ONLY (3) 2x FULLS ENDWALL BRIDGING TO J015T (TOE-NAIL) 2-8d COMMON EACH END HEIGHT 5TUD CORNER STUD ONNEGTED TO BLOCKING TO JOIST (TOE-NAIL) :2-ad COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQB (3) 2x FULL �„"�� • G2 ° TO STUD CONNECTION: BLOCKING To SILL or HOEDOWN ANCHOR 5 NAIL COMMON (5) 2x STUD „-„"" • TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® b O.C. b ON PLANS 10" O.G. IF BLOCKED G I FOR STRAP - 3 8 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST CORNER P05T NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-Sd COMMON PER JOIST I� FOR EA. PLATE TO STUD ABOVE 8 OR ° 2-I6d COMMON - �� BELOW - 2 I6 d COMMON NAILS NAILS ® O. BAND JOIST TO JOIST(END-NAIL) 3-I6d COMMON PER JOIST „--'-— "-- BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON PER FOOT ` ROOF SHEATH I NO ° d STRUCTURAL PANELS: SOLID INTERIOR ZONE 5d COMMON 6" EDGE / 12" FIELD a "51MPSON" ST D14RJ GONNEGTION DI P21 BLOCKING PERIMETER EDGE ZONE s 8d COMMON 6" EDGE / b" FIELD HOLDOWN INSTALLATION OPTIONS_ o EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. UP TO 11" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s „„---„„„„ HOLDOWN CAST IN PLACE THREADED ROD • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO FOR EXIST. P. GONG. OR NEWLY CURRED FOUND.'s • T/8" DD o THREAE ROD ('P D RE- RILLED) EMBEDDED 12" INTO PLATE(5) CONNECTION: D2 12" MIN. .....„.......... CONCRETE w/ "51MPSON" SET (HIGH STRENGTH EPDXY ') ROM GYPSUM WALLBOARD 5d COOLERS 'i EDGE / 10 FIELD ADHESIVE), d FOR TEMP.'S O°F-40°F USE "SIMPSON" AT CORNER ° FOR STRAP - 3 5 d* COMMON NAILS ® EA. (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR • 1 END OF STRAP (WRAP STRAP UNDER SILL PLJ SPECIFIED O D I ° � WALL SHEATH I NO FOR EXIST. /NEW G.M.U. (00 10, BLOCK) TYP. FOUND. NOTE FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN ° o FOR EA. PLATE TO STUD ABOVE 6 OR BELOW - w/7/8"0 THREADED ROD 2 J6 d COMMON NAILS STRUCTURAL PANELS 8d COMMON b" EDGE / 12" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO FLOOR CONNECTION w/ # LPT4 SIMP50N (OR _... STRAP W/ ) GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD /� '`~~, 8d NAILS• EA.END Z N L- I N C5/S TRA F F I N O @ WINDOW/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES - OF EA.STRAP TO 2 EA.J015T-(FOR FLOOR SHEATHING (SUBFLOOR) E ALTERNATE USE NOTATION: SIMP50N H2.5A) _ U A - NUMBER OF 8d NAILS ® EA. END OF STRAPPING (2018 WFGM,TABLE 3.7,P. 18q);WHEN STRAPPING CONNECTION E STRUCTURAL PANELS:I" or LE55: Sd COMMON 6" EDGE / 12" FIELD Elul REQUIRES OVER 14 NAILS,USE SIMPSON G516 STRAPPING (OR EQUAL). „».--""'-„ _ GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD I ' B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM, TABLE 3.25E,P. 2011) G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2016 WFGM,TABLE 3.23C,P. 2e12; „„„„..- „'""" � • _ ALTERNATE A5 PER TABLE 5.25D,P. 2q3) -" ' 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. W A —D D - NUMBER OF I6d NAfL5, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q (2018 WFGM,TABLE 5.7, P. 18q) ° ° ° PLATES) CONNE07ION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER E (2-PLY) - NUMBER OF JACK STUDS a EA. END OF 2-PLY HEADER(2015 HFCM,TABLE 5.22P, P. 2aa)—G SHEAR CAPACITIES, NAILIN6 RECUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (5-PLY) - NUMBER OF JACK STUDS ® EA. END OF 3-PLY HEADER (2016 WFGM,TABLE 5.22F, P. 26a) °° ° °d ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: B F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK 57UM TO END OF SILL(5) ® EA. SIDE ° a, ° ° d ° °d° 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF E (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8,P. 191) ° ° FOR STRAP - 3 8 3 d* COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. ...~~��''`"~••~... ° ° ° END OF STRAP (WRAP STRAP UNDER SILL PLJ - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING 5GHEDULE B �~ ° d a SIDE OF THE ROOF PEAK, THE 4 PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE KAREN —F d° ' ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINC75 `"~ �° FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) -,.a ° 2 16 d COMMON NAILS ADDITION A �-- NOTATION SIONAGE FOR TRUSS 7fFE, PRE-ENOINEERED ROUGH P' B G D (2 PLY (g PLY F WOOD, AND/OR TIMBER GONSTRUGTION OPENING HDR) HDR) THE FOLLOWING 516NA6E SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 350 RICHMOND RD 2'-0" 5 I I I 2 I I TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 6 I 2 2 5 2 2 SQL_ I G I NO O TOi� �L_AT GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE AUTHORITY HAVING JURISDICTION: BRACING/STRAPPING DRAWING TITLE: * - PROVIDE (2) 2"xIO" HDR (MIN.) U.O.N. 6'-0" a I 5 j 5 5 5 5 FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE $LOCKING 2 LESS PROVIDE 8'-0" 12 2 3 4 6 4 4 }— SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK m BLOCKING• 12"O.G. CONSTRUCTION TYPE DESIGNATION 5HALL LENGTH 4'-0" O.G. TO AGHEIVE RAKE O.H. BE "I" "II" "III", "►v", OR "1(" TO INDICATE STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES B$G - FOR WIND - EXPOSURES B 4 C - 10'-O" 14 2 4 4 -7 5 4 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CON5TRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE 5TRUGTURE UNDER SECTION 602 OF 121-0" 16 2 5 5 of 6 5 BUILDING MINIMUM SPLICE'''` BUILDING MINIMUM 5PLICE'Aa'4 THE NY5 BG. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) PAGE: 8d NAILS EA. END DESIGNATION FOR STRUCTURAL 12 2'-O" '-O"/2'-b" 12'-O" 3'-O° OF EA. STRAP 6" DIAMETER 00, COMPONENTS THAT ARE OF TRU55 TYPE, I6-O 3-O /3-q I6-O 4-O AT TIC PRE-ENGINEERED WOOD, OR TIMBERG-003m00 ANCHOR BOLT Si=EG I F I GAT ONS CONSTRUCTION A5 FOLLOWS: - "1 " = FLOOR FRAMING, INCLUDING 20'-0" 4'-0"/5'-0° 20'-0° 5'-0" GIRDERS 4 BEAMS BLOCKING 2 BAYS CV-12" SPECIFICATION (2015 WFGM TABLES 3.2A 8 3.25, P. 157-160) „ „ , „ BACK® 4'-0" O.G. - "R" = ROOF FRAMING CORNER gq 24-O 4'-0"/5'-0" 24-O 6-O CONDITION FOR ALL STRUCTURES: - "FR" = FLOOR 4 ROOF FRAMING DATE: 1.0/16/23 3 OF 13 5/6110 ANCHOR BOLTS 0 2a O.G. 28'-O" 5'-O"/6'-3" 28'-O" 7'-O" %v 'J SECOND FLOOR NOTES: I.TABULATED SPLICE LEN6TH5 ASSUME TOP PLATE-TO-TOP PLATE CONNECTION U51N6 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE BLOCKING 2 B a ? n „ LEN6TH5,THE NAIL 5PAGIN6 SHALL BE REDUCED IN ORDER TO 40'-O" 8'-O"/10'-O" 40'-0" 1. MIN. "i EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS AYS w/ 3" 5QUARE WASHERS AND END NUT SETUP; BACK® 4'-O" D.G. Y A END „ 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" 50'-O" 13'-O" �' CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL IN EXPOSURE B TYP. STRAP w/(5) STROKE • TOP TWO COURSES SOLID &d NAILS EA. END N „ 1` g.TABULATED SPLICE LENGTHS ARE BASED ON 5 FOOT WALL 60-011 60-O,I I6-01, OF EA.STRAP HE16HT5 FOR OTHER WALL HEI6HT5,H,THE TABULATED UNIT 1' 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR4^° OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70'-O" 14'-o" 70'—O" I q'-O" G ; PLAN DIAGRAM OF ZONE_i t- - NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR ✓„ � A-: .,w ,<. +' y ' 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" d 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): I 80-O I b-O I 80-O 22-O FROM ENDS AND CORNERS (TWO ® CORNERS) 61'WALL- 1.125 REFLECTIVE REFLECTIVE e: ' (SEE DIAGRAM TO LEFT) IO'WALL- 1.25 BLOCKING 2 BAYS I1'WALL- I.3�s RED PANTONE WHITE :I' WALL- 1.5 THI5 COLUMN w/MULTIPLIER BACK ® 4-O O.G. #I87 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-o WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAM I NC GRAPH I CS CL (THAT EXCEED FRAMING STANDARDS, IT I5 REQ'D FOR FRAMER TO HAVE A G01�TIN000S BUILT-UP C IRDERS, 3 OR MORE SUPi�ORTS F I REBL.OGK I NO FOR FL_ATFORM MOOD FRAM I NO Q WORKING KNOWLEDGE OF 'HE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) ui AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GODS) BETI-EEN 1/6 CONNECTION d I/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED W PATTERN DESCRIPTION TOGETHER 51ME BY 51DE ARE CONTINUOUS OVER J Q BLOCKINO UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER A5 FIRE-STOPPING. NON-LOAD BEARING WALL OFFSET FROM SUPPORT A �(2)ROWS IOd NAILS® 12"o.c. � THE SPAN LENGTH FROM AN INTERMEDIATE Q ++ N 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST •C LO STUD SERVES AS FIRESLOPPING. STUDS B (3)ROWS IOd NAILS• I2^0.o SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE p. THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE 0 SUBFLOOR (2)ROWS 1/2" m BOLTS• 12" O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AN DOUBLE e-- (0 SOLE PLATE BUILT UP GIRDER MAX.82" SUBFLOOR G DBL.• ENDS TWO-PIECE PLATE SERVE AS FIRE5TOPPIN6. O IV-- P _ � D (2)ROWS I/2" AILING: O BOLTS• I6"O.C.o.C. 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE ++ TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE � (V � I SOLE PLATE - - JOIST SERVES AS FIRE5TOPPIN6. SIDE WITH IOd NAILS TWO NEAR EACH END OF Ln Z �- E (2)ROWS 1/2" -0 BOLTS a 24"O.G. - -� O BETWEEN I/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE rj 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING 0- •0 �-- N (2)ROWS S-5/8"TRU55LOGK 50RENS• 12'O.G. ! 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. � � X U N F SCREWED ON(I)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH 6 22)ROWS 5-3/8"TRUeSLOGK SCREWS• Ib"o.c. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE C O (O SCREWED ON(U SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DI5TANGE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O C) m +' BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPIN6. .0 0 (2)ROWS 5-3/8"TRUSSLOGK SCREWS• 24"O.G. a-i Ln H SCREWED ON(1)SIDE OF MEMBER P -1•+ N N JOIST - -- THREE-PIECE 'f. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND C C) . 0 .. MAXIMUM OFFSET (2)ROWS 5"TRU55LOGK SCREWS• 12"O.G. JOIST DEPTH, d J - -- BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q r- CL :2 0 SCREWED ON BOTH SIDE OF MEMBER NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. I SERVE A5 FIRESTOPPIN6 (IWl MATCHED SIZE OF BLOCKIN6 " (2)Rowe 5"TRUSSLOGK SCREWS G a Ib"O. . . 4 UNDER NON-LOAD BEARING FIRE5TOPPIN6 AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 3 PARTITIONS ® 32" O.G. BLOCKING STU ---- --- ------- OTHERS STAGGERED W A DISTANCE OF NOT MORE 8. THE HEADER SERVES AS FIRE-STOPPING. l L ((2)Rope ON BOTH 51DE SPMEMBER4^O.o, aBEiT/4 EN 1 6 THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. 1— DOUBLE PLATE I� � .� I 4. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL CEILING BRACING NOTE P FOUR-PIECE GIDER5 ARE TO BE A55EMLED AS BE ADDED D ERDT0 SERVE A5 PBETHEEN IRESTOPI PARTITION ADJACENT TO CANTILEVERED FLOOR I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS A5 SPECIFIED SABLE ENDWALL tPLAN SHALL CONNECTIONUSE CONNECTION P 10" N LARGER "OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR _ FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH STUD 2.wHEN 5GREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY [-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL ( 1 OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER GIRDER5 ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH V SUBFLOOR /SOLE PLATE 2"x4" CONTINUOUS GABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRE5TOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF TRUSS THE VERTICAL OPENING I5 SEALED BY PLASTER ON THE GEILIN6 BAN LATERAL BRACE® b O.G. BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE I JOIST 2) lOd NAILS OR IALD 50 THAT HEAT FROM THE CURRENTS MOVING UPWARD AND OUT G AN BE CA RRIED NORMALAIR T Y I PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON 10)8d N L. I N O F A TTE RN S FOR SIDE L_O A D E D BEAMS (i e . F L.U S Ij,�I BEAMS) -LOCATIONS REOUIRUNG FIRESTOPPIN6- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE A5 FIRESTOPPIN6. NAILS FIRE- FIRE- HOOD FIRESTOPPING FIR-5TOPPING STOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, sroPP1N6 9TOPPIN6 MULTIPLE-PIECE MEMBERS l JOIST * 5d COOLER NAILS a 10"O.C.I NAILED' BOLTED' f 2"x4" BLOCK NAILED TO EA.BRAGS 2 ROWS Ibd S ROWS Ibd 2 ROPOV 2 ROHSV 2 ROHSY2• VERTTGAL FIRESTOPPING HHEN o BLOCKING w/(4) IOd NAILS COMMON COMMON eoLra*24• BOLTS BOLTS COVERING IS APPLIED Q • 12"O.G" O 12,O.G. O.G.STAB68¢ED° O 12"O.G. •6'O.G. TO UNDER5IDE OF STUD 6YP5UM BOARD 20 ga.STRAP TWO ROWS 12"O.G. THREE ROWS 12"O.G. JOISTS LOCATION I LOCATION 2 LOCATION 3 - " DOUBLE PLAT'E * 5d COOLER NAILS a 10"O.C. (10) bd NAIL BEAM SELEGTION w/ STD. NAILING ° ° ° ° ° LOCATION 4 NOTE. ENDWALL 5TUD5 AS NOTED IN NOTES -( d 5 ° ° ° ° ° ° ° ° 9 NONcoMBUSTIBLE ALTERNATE J015T SHALL BE LOCATED DIRECTLY * DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPING LOCATION VER STUDS,UNLESS TOP PLATE 15 4"® E176E/12"o FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES SOLE WOOD FIRE5TOPPING OF GPRDER IL—Jl DESIGNED TO CARRY THE LOAD SCREWS Kb - IY4"TYPE W OR 5 HOLM 2.BOLT HOL ARE TO BE THE SAME DIAMETER As THE BOLT AND SHOULD Sr LOC TED A 2" TWD ROwS 24"O.G.STAGGERED T'WO ROWS 6'O.C. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OP THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL lids INTERIOR STUD DETAIL \ , THICKNESS OF THE MEMBER.USE HASHERS UNDER HEAD AND rAlT. O O n C O O O C, O O \ O Y ERLA I D ROOF B.STAGGER EACH ROW OF FASTENERS BY 12'. O © G 0 O O O O O 2'SPACE NOT 4.FOR A THREE-PIECE MEMBM THE SPECIFIED NAILING 15 FROM EACH SIDE. �i TO BE FILLED \ \ © NONCOMBUSTBLE FIR!°STOPPING ATTACHMENT VALLEY FIRESTOPPING drl APPROX.I INCH THICK S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO B011i SIDE O-TTHE MEMBER. \ 'N 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED FOR 4'O.G.NAIL SPADING. LOCATION •'T op STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS, STRAPPING w/ T 2 ROWS of 18d COMMON NAILS 02.O.G)FOR DEPTHS 12'OR LESS 8d NAILS LOCATION c{ 4 FIRESTOPPING _ LOCATION 8 m EA.END a R.R. D.B ROWS OF 16d COMMON NAILS 02"O.G)FOR DEPTHS of 14",16"4 V. LOCATION 10 (IFULL WIDTH 2">k SLOGKIN6 Z O H GONSTRUGTI ON DF-TA I L_S I$ W ND LOAD FA7H CONNECT ON DETA I L.S TOP PLATE DRILL 2"0 INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DETAIL EXIST.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOU!5 LOWER TOE NAILS/ NOTED GONT.5LOGKIN6 TOP PLATE SPIKED TO R.R.'s \ ALIGN NEW 3 EX. `\�f�✓ R.R.AS SHOWN KING STUDS PLAN VIEW NOTE: SIMILAR a 'SHED' WOOD JOI S WOOD JO I5 ROOF,R.R. IN LINE CRIPPLE STUD _ BLOCK I NG - -0 JOIST HANGER HEADER C ENERAL REQUIREMENTS FOR GENERAL REGU I REMENT5 FOR INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER —a 0 JACK STUDS �I � WOOD GIRDER WOOD JOIST MAIN MEMBER Q I so• 0 JOI5T FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEhffi \DIAM.X S APPROX. 30^ w/THE MAIN MEMBER 8 STARTED APPROX. ,, THE LENGTH OF THE NAIL FROM THE MEMBER END, KA R E N I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER,STRAIGHT THROU614 AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A a0° 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 RAFTER5. —� O AVOID SPLITTNO,NO MORE THAN 2 TOE NAILS SHALL (D BETINSTALLED IN EA. 51DE OF A RAFTER OR GEILIN6 JOIST WALL STUD J WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLAT IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB - SUB 350 RICHMOND RD FLOOR DOUBLE J015T DOUBLE JOIST —O TOP PLATE SOUTHOLD GHIM. CHASE SECURING ® STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (SIM. * CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALL5 ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/ STUDS TO ATTIC FLOOR b BLK'6 TO R/L SIDES w/5TRAPPING TO R/L SIDES) � O PAGE: N TOP PLATE ® � WIND RESISTANT CONSTRUCTION GONNEGTORS O� d GHIM. CHASE WALL ��� U G-004m00 0ZU CONNECTION LOCATON: PART NUMBER: OTES: Q 3 RIDGE-TO RAFTERS C520 © 21 APPLY TO EACH PAIR OF RAFTERS z ® RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER DATE: 10/16/23 4 OF 13 tu ROOF o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER _ 11 lid fu�o z REO'D BLOCKING J • N PLATE-TO-WALL STUD C520 @ 1,5" APPLY TO EACH WALL STUD TO ALIGN w/STRAPPINGlu d 0 � ,�` •. rti ca. ® EA LEVEL THE FIRST L ®z 2ND. FLOOR WALL-TO-I57. FLOOR WALL LFTA or C520 ® 56" APPLY TO EACH WALL STUD a FLOOR/CL6. ® O HEADER-TO-JACK STUD 0520 ® 12" APPLY TO EACH JACK STUD �a CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD , SHEAR WALL HOLDDOWN ANCHOR 557516 APPLY TO EACH 51DEWALL END `` f WRAP UNDER DOUBLE SILL PLATE ' : I57. FLOOR-UNDER-SILL PLATE 0520 CLAN VIEV�I (USE WITH 3" SQUARE WASHERS) SI1DE VIEW USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RE515TANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMEN7ED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OEI ` ERAL I �J50L <E I _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) / NEW WOOD FRAME (L.O. NEW FOUNDATION WALL J 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V QQ,• c WOOD FRAME (L.G. 5TL. El POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O D POST FOR b" WALLS), U.O.N. — _ co0 NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. O N z O WHEN APPLICABLE) a •cu c 2: X :3 CV O +-+ � 00 m Z O c N O Cc Lo Q V0-- a � o REMOVE FOR n 1 5TAIR t1/ OPENING r I I m I I U • - EXIST. BATHROOM 50 S.F. x UI O x - -Lzc) EXIST. EXIST. I'I Q X ® �) EXIST. N�p BEDROOM BEDROOM tt ►u BASEMENT • 105 S.F. 100 S.F. N t 552 S.F. N Q 0 All j IIIILu �o I aD REMOVE FOR Q m LARGER WINDOW EXIST. EXIST. LIVING BEDROOM ROOM 105 S.F. 150 S.F. � H FROPOSEI7 BASEMENT DEMOLITION PLAN z � SCALE: 1/4" = I'-O" 0 a. a 0 i 7 z w B THROOM EXIST. w 80 S.F. 2.S.F. I— Z 00) I I m o� OJ wrL o � - - ----------------------- c N0i Q m REMOVE PARTIAL RAIL5 � -_____- ! / PROJECT: 1 1 RELOCATE STAIRS d REMOVE PARTIAL 11 0� I u KA R E N WALL Q \u / m \ / ADDITION EXIST. I 11 Q C KITCHEN EXIST. DEN it - EXIST. DECK 1'70 S.F. 162.5.F. 350 RICHMOND RD EXIST. LOFT 12�.s.F. OPEN TO BELOW m III I SOUTHOLD ri REMOVE REMOVE WALL EXISTING - DRAWING TITLE: d 5LIDER DECK / \ -- ---- ----- ----- II I I I I / \ PROPOSED DEMOLITION PLANS / \ REMOVE WALL ---- ---------------------- ------------ L -_ -- I I I I PAGE: iL I — lopw -- --- RELOCATE REMOVE L------------------I FRONT PORCH LADDER A-:Iojmoo DATE: 11/30/23 5 OF 13 FROFOSF-D DEMOLITION PLAN SCALE: 1/4" = 1'-0" , PROPOSED SEOOND FLOOR DEMOLITION PLAN SCALE: 1/4" = I'-O" 0E I ERAL 5��vl`50L <E"**r • ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. NEW PARTIAL HEIGHT ** SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER _ EXISTING TO BE DEN'OLI5HED ^ ** FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER d WOOD FRAME (L.G. 5TL. / _ - -- Q WHEN APPLICABLE) EXISTING TO REMAIN - - -_- __: -- _- -: - - ------ --- -- - - - WINDOW CHAR -�, W �--�-•-� Ni FOUNDATION WALL NEW WOOD FRAME (L..G. F----� � 1 --- -- -- -- - --- EGRESS -- W � 5TL. WHEN APPLICABLE) CLEAR LIGHT VENT -� I / ROUGH OPENING WINDOW DIMENSION I NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL I�/ TAG TYPE MODEL # J OPENINGOlt .�N1P PRO, PR P, - I - �` HEIOHTT REOV:24" UNIT UNIT c WOOD FRAME (L.G. eTL. POST FOR 4" WALLS WIDTH HEIGHT WIDTH HEIGHT Q WHEN APPLICABLE) (MIN. (2) 2"xl STRUCTURAL - OPEN REO D: 5.'I S.F. --- - ------ L- ------- - P05T FOR b" WALLS), U.O.N. G (I) - GLIDER _- -- --- G44 -- ��--- --4'-O"----- -- 4-O" 3'-I1 3-1I 6.00 10.00 6.00 = 7 Q NEW 2-HR FIRE RATED - • WOOD FRAME (L.G. STL. O CV z Q WHEN APPLICABLE) 'CD d' X � (V O Q O 4-+ i FOUNDATION PLAN NOTES POURED CONCRETE AND STEEL REINFORCEMENT NOTES: Q m Z; I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT N O cO TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND Q Or- d G O • (2) 2"xb" P.T. SILL PLATES w/ COPPER TERMITE SHIELD DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINC5. 4 SILL SEAL • ANCHOR BOLTS AS PER PAGE 6-003 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION • P. GONG. FOUND. WALL AS PER DETAIL UPON SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR • P. GONG. FOOTING AS PER DETAIL ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER W • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR ENCOUNTERED. • S.O. FOOTING 3-O BELOW GRADE MIN. 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN • 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. _ _ _ _ APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT i STOOPS (WHEN APPLICABLE) 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. - - - - - - - - - - - - - -- - - - - - - - - - - 1 , • MA50N TO ACCOUNT FOR FINISH STONE ON THIN 5ET 5• ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED (T, FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) CARBON STEEL A5TMA615 GRADE 60. MM FOR SLA55 DO NOT v ■ - NEED TO BE EPDXY COATED. OHOLDOWN (FOUNDATION TO I5T FLOOR): 2 HOLDOWN 'D' AS PER PACE 6-003 b. U.O.N., REB ST LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS �✓ SHALL SE STAGGERED. �J OI6 x8 DEEP P. GONG. CONTINUOUS FOOTING 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN • AS PER DETAIL 3/A-401 (TYP) PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, COVERASE5, AND PLUMBNE55. OFOUND 4 POSTS FOR WD. DECK: 5. CEMENT SHALL CONFORM TO ASTM 0-55 FOR STANDARD WEIGHT WD. P.T. POST $ P. GONG. PIER UPON FOOTING AS PER CONCRETE. V c DECK DETAIL (TYP) FOR WOOD STAIRS ® GRADE: GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE O5 4" THK. P. GONG. PAD 8° WIDE x REO'D LENGTH UPON � • b GRAVEL UNDER 2"xI2 P.T. STAIR STRIN6ER5 ® I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF ^` MAX. I6" O.G., U.O.N. (MIN. 3 STRINGERS) CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE Aft TYPICAL LEDGER BOARD ® EXT. DECK: HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. Q O6 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 10 2. SECURED w/ (2) 5/8" 4> x 5" LONG H.D. GAL. LAG BOLTS - - - --- a 16" O.G. 3 CALL COLD ONFORM TO AGI HEATHER PREPARATIONS AND CONCRETE POURING SHALL _ 3 INSTALL E UAL) H.D. 6ALV. JOIST HANGERS BY SIMPSON (OR EXISTING I - - UNEXGAVAT>=D O 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING d 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / A-soi BENT OVER TOP EDGE OF LEDGER BD. TERMPERATURE S W THIN 10°FACES. FROZEN �b F CONCRETE.MAY BE VED OR HEATED TO SLAB 5. SEE NOTED DETAIL 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. 1Oy2" TYPICAL GL05ED FOUNDATION REMOVE AS REOV. O ® PORCHES / PATIOS: I in I. SEE NOTED DETAILS 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY PERMITTED WHEN NECESSARY. r FROM BUILDING 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° FOR HIGHER FLA5HIN5 FROM 12" ABOVE AND ADJACENT TO SLAB, AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. N BED ALL FLASHING IN ASPHALTIC MASTIC 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. w 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL BE DOWELED W#5 ® 8" O.G. VERTICAL TO EA. OTHER - �O A-3ol i 2 9. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE b TO MAIN FOUND. 1n 0 PERMITTED TO BE ADDED TO CONCRETE MIXTURE A5 PER AGI 306 UI p i p (ASTM 0444/04441M, TYPES G AND E). ,A PROVIDE 4 SHELF FOR SLAB BEARING Ill 10. CONSULT ARCHITECT M D BEDMENT OR055 SECTIONAL AREAS EX ONE SQUARE INCH. 5 Q O COLUMN FOOTING I1. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT B)= EXPOSED COLUMN UPON 12"0 P. GONG. SONOTUBE AS PER TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS 9 DETAIL I/A-301. REACHED A COMPRESSIVE STRENGTH OF 800 PSI. - - - - Z 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AV 506. SMOKE DETECTOR / GO DETECTOR NOTES: i - - - - - O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT PROV. #5 PINNING AT _ - - _ _ _ = SMOKE /CARBON MONOXIDE COMBINATION DETECTOR FOUN. WALL;EMBED PINS 4 (2) 2"x I O" P.T. D _• D BM, it 4 m " b INTO EXISTING AND _ HARD WIRED TO EACH OTHER. w/BATTERY SAGKU A-401 - A-401 NEW WALL ® 12 O.G.; �,, 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES PROV. 3 PINS AT FT6. 4 �? ® I6" O.G. i� rn O F- SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 38'-5" ARE NOT INTERCONNECTED, A5 PER NYS R314.4. 14'-I" II'-O" e II'-4" iV m 4 w 3. PROVIDE SMOKE/GO DETECTORS AS INDICATED,AND - - - _ - - - - - -- -- - - - - - - - - _ -- -- -- --- -- - -- - W PER GENERAL ELECTRICAL NOTES ON PAGE 0-002. 4 HORIZONTAL SEPARATIRON FROM 5' MIN. - - - - - - - - - Z m OMSUPPLY/RETURNDUCTS - - - - - - - - - - - - � � ' - - -- -- -T _ - - _ 6 OPENINGS TO BATHROOMS .w/SHOWER OR TUB.F7. INSTALL ALL AS PER MANU. 51'r-C.'s MODIFIED I ) i ® MAX. 7.75" - I b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR rn CRAW SPACE (U T ® IN. l0° NEW UP iv 1 4 O o IN COMPLIANCE WITH LOCAL CODE _ 64.4 5.F. • ' -} A-4O1 6 v- a - --- NEW REINFORCED P. GONG. :3LAB ' lo I. NEW 4" THK. P. GONG. SLAB w/6"x6"-10/10 W.W.M. UPON �o - PROV. HANNG- - - a 7571 . O FLUSH HEADER 2. 6 MIL POLY VAPOR BARRIER UPON 1T ERS AT EA. F.J. 3. 4 (MIN.) GRAVEL BASE 4'-3" q II w o F- M 3 SM/GO / 11 BEAM PdGK1=T tTYPM-)'-��� -� A 301 _� / _ O ". • A-501 J EGRE55 WINDOW WELL: __ 12 PROJECT: PROVIDE NEW EGRESS WINDOW WELL 4 COVER BY ' PROP. J "ROCKWELL;ELITE SERIES" 4441I.X60"H. OR EQUIVALENT. x U cV .p `fl i_- > INSTALL AS PER MAN. SPECS. �_ cv I T ?: II�� UNFINISHED 8 0 �� oI KAREN i�Q � v iv EXIST. q UNHEATED ® ' OWINDOW NOTE: i0 m= BASEMENT ® 468.Q S.F. I 13 I. ALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN 6 ?� t 230.8 S.F. CASEMENT, DOUBLEHUN6, OR 6LIDIN6 (AS NOTED); ' N N LL�p Q I 6'-II" GLG. HOT. ADDITION INSTALL AS PER MANU. SPEC 5. FOR w X ® N O m SUBSTITUTIONS, 5EE NOTE #e► IN "GLASS WINDOWS !I UJ W kx 3 AND DOORS" ON PAGE 0-002 IF CASEMENT Kv 5OV. #5 FINNINS AT 1TRAI6HT ARM HINGE HENW7 SHALL HAVE I ' FOUNRWALL;EMBED PINS 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE 6" INTO EXISTING AND = m$ 350 RICHMOND RD TILT WASH 12 O m NEW WALL ® 12" O.G.; r 2 SOUTHOLD 13 ' - 3.ALL GLAZING WITHIN IS" OF F'F TO BE TEMP. 6L. PROV. 5 PINS AT FT6. N 4.5EE PAGE 6-003 FOR FRAMING ELEMENTS AROUND - - - - - - - _ _ _ -� • WINDOWS (TYP. FOR ALL) U.O.N. EGRESS NOTE: - - - - - - - - - - - '' i � - - - - - -15:=7"- -• - -- - - - -- DRAWING TITLE:------ IN COMPLIANCE WITH NEW YORK STATE BUILDING It CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF - I PROPOSED FOUNDATION PLAN EORE55 SHALL BE FOLLOWED: L 7 7A NET CLEAR OPENINO........... 5.7 S.I=. �t NET CLEAR HEIGHT............... 24" MINIMUM t\ NET CLEAR WIDTH................. 20" MINIMUM PAGE: Ar� 4 _ 10 22" ■ 0 0 i=ROF05F_I7 FOUN17AT I ON PLAN DATE: 11/30/23 6 OF 13 - HAE3 1 TAE3LE 5 =AGF=; 414.1 5.F. OR055 AREA 50ALE: 114" = 1'-0" OIL � I 0 ND AL 5 I tv1E30L I\E I : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. 7_II Q EXISTING TO REMAIN WHEN APPLICABLE) W GIRDER DRP. I...-_----{ NEW WOOD FRAME (L.cS. NEW FOUNDATION WALL � (2) 3"xlo" CEDAR � ccF---I STL. WHEN APPLICABLE) - --- NEW El2 I-HR FIRE RATED MIN. (2) x4 JOIST STRUCTURAL Q - N P05T FOR 4 WALLS 1 �6"O.G. •� 0 WOOD FRAME (L.G. ST'L. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. - - O O - }. C9 2x2" CEDAR NEW 2-HR FIRE RATED - WOOD FRAME (L.G. STL. Q --- JOIST 8"O.G. � � p �_ (\ ZO WHEN APPLICABLE) PROPOSED •� In 2- - - 2 >01- A-501 A-501 PATIO ® X N GRADE O p 4 CQ 255 S.F. m FLOOR PLAN NOTES I-n ! _ p 4 CV cz Lr) DOOR NOTE: ! 4"x4" CEDAR Q O a o - '---- •- Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT P05T (TYP.) T -' - - - ON PLANS BY 'JELD-WEN' (OR EQUAL). f ! i- 2.INSTALL NEW EXTERIOR DCOR5 WHEN GALLED OUT _ON PLANS BY 'THERMATRU' (OR EQUAL). F NEW 3. NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DEVONATION5 d DOOR SCHEDULE. --- TRELLIS n 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR Vf WALL5,U.O.N. 5. INSTALL AS PER MANU 5PEC.'s in i 6.PROVIDE (2) 2"xIO" HDR., U.O.N. tr - 7. SEE PAGE 0-003 FOR ALL. OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. I� STAIR 8 RAILING NOTE: 2 " E -I4 RI MIN. 10 I. ALL NEW STAIRS SHALL HAVE MAX. 8 / O U Tr - RISERS SHALL BE CLOSED i 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL n , D NOT EXCEED THE SMALLEST BY MORE THAN �/ 3. HEADROOM IN 5TAIRWAY5 SHALL BE AT LEAST 61 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 4.1. BETWEEN CLEAR HEIGHT 6 HANDRAILS: 36" MIN. 4.2. BELOW HANDRAIL, PAIL ON ONE SIDE: 3I.5" MIN. 4.5. BELOW HANDRAIL, FAILS ON BOTH SIDES: 27" MIN. 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN EXIST, ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR BATHROOM r , OR MORE RI5ER5,AND WHERE SHOWN ON PLANS. 50 S.F. V 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED FROFOSEr�A-105•00 SCALE: I/4" = I'-O" • - WALKING SURFACES LOCATED MORE THAN 30 ABOVE FINISHED FLOOR OR GRADE, 8 WHERE SHOWN ON PLANS. /r 7. 42" HIGH GUARDRAIL 4 5"INDLE SPACING NOT TO ALLOW PASSAGE OF A 4" m SPHERE;36" HIGH EXIST. HANDRAIL S SPINDLE 5PACING NOT TO ALLOW Aft PA55AGE OF A 4" 4) SPHERE. BEDROOM loa S.F. EXIST. b. GRIPPABLE RAIL AS PER CODE. BEDROOM Q um a. RAILING TO BE WOOD. WINDOW NOTE: �� ram•\ 100 S.F. O3 I. ALL NEW WINDOWS b DOORS SHALL BE ANDERSEN �� CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). INSTALL AS PER MANU. 5PE:G.'S. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; -_- SEE DESIGNATIONS d WINDOW SCHEDULE. 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS AND DOORS" ON PAGE 0-002. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. b'-O" 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH LINE OF TRELLI5 6.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: 111 EXIST. ABOVE. SEE PLAN 6.1. FOR ALL SKYLIGHTS 3 OPERABLE PANELS OF CATHEDRAL1 "I/A-103" FOR SWINGING, SLIDING, d BIFOLD DOORS CEILING I\ TRELLIS DRAWING 6.2. WITHIN 15" OF F.F. 6.5. WITHIN 24" OF A DOOR w 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING Qp 6.5. WITHIN TUB/5HOWER ENCLOSURES 12 PROPOSED DO NOT EXIST. DEN ATTACH PROP. I z oh. SEE ALSO GENERAL. NOTES ON PAGE 0-002 BEDROOM 150 S.F. TRELLIS TO � � w 7. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND HOUSE 1 K WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM l08 S.F. v q (2) 2"x I O" HEADER U.O.N. O Q tu a.WINDOW FALL PROTECTION SHALL BE PROVIDED PER lu v v NY5 R312.2 FOR OPERABLE'_ WINDOWS WITH SILL HEIGHTS v I w LE55 THAN 24" ABOVE F.F„ THAT ARE MORE THAN'72" 2_ � �_ PROPOSED CL ABOVE GRADE OR THE ADJACENT SURFACE AT THE A-501 ( x A-301 PATIO a Q BUILDING EXTERIOR. " GRADE O EGRE55 NOTE: z IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE, SECTION R310.2.1;THE FOLLOWING MEANS Cr EGRE55 SHALL BE FOLLOWED: TV wy ' NNET CLEAR OPENING........... 5.7 S.F. EXIST. I pp Q w NET CLEAR HEIGHT............... 24' MINIMUM CATHEDRAL L� Q i q - O $ „ w NET CLEAR WIDTH................. 20 MINIMUM T_ - F- Z I Lu NEW FLOOR: EXIST. $ a a 5y2 O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); BATHROOM SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.C. a ao S.F. 1 ®N®^ INTERIOR. _ I+� ;+ Z m 2.NEW FINISHED FLOOR TO MATCH EXISTING o 3 ui _O" IF Cp 70 w x z p J p SMOKEDETECTOR OR NOTES: Q O O COO G ETE T -. O I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT /n ^ +i +I I_ SMOKE / CARBON MONOXIDE COMBINATION DETECTOR .®m-® I 4 HARD WIRED To EACH OTHER w/BATTERY BACKUP. z 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES z(a 2'-O" - -3'-I" 5'-ay" ! 103 10 xb SLD - - SHALL NOT BE REQUIRED 1^IHERE EXISTING ALARMS q A IIIIII RE NOT INTERCONNECTED, AS PER NYS R3I4.4. -- _ _ 3. PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND REF. OPL-HD ZU (3) II.b75" LVL HDR Fw- M PER GENERAL ELECTRICAL NOTES ON PAGE G-002. I NEW (2) RI ® MAX. 7.75 I R ® 8" - 8y2 (V Q 4.SMOKE /Go DETECTORS TO MAINTAIN 5' MIN. DN (II) T ® IN.I 10" (13 Tr ® NEW UP 0,HORIZONTAL SEPARATION 'FROM SUPPLY/RETUR'V DUCTS5. OFEMNOS TALL ALL O BPER MAOUI SPEGHOWER OR TUB. ? _ l m A-4ol 3 Q 6. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR (2) L.5 >R o PROJECT: FL. HDR IN COMPLIANCE WITH LOCAL CODE I-I 3'-4" A-50I j 5 I 2 TRP. POST B A-30I KA R E N SM/GO �x PROPOSED a ADDITION ---- - - -------- ----- ---------- ----------- w- P05T TO GREAT ROOM MCOR-- - - IDLE ry RIDGE J^V Ix C!CLEAR 420 S.F. -- - - - - - --- - -- --------- --------- ---- ----------- -- o n DOOR MATERIAL EXIST. � QF , OAK - KITCHEN - O � r ��V - 350 RICHMOND RD ---- --- --- I'lo S.F. PROP. (Y PROP. _ TAG DESCRIPTION MANUFACTURER p N FIRE GATHEDRAL1 r u, C GE}ILDGAL - SOUTHOLD - -- - NOTES 1+ to RATING z CEILING w 0 ';� WIDTH HEIGHT O -� 45 MIN. RATED N D IV _ - 1 r 3 (a SELF CLOSING X 4 ---------------------------- - � m Q DRAWING TITLE: --- - --- - ----- - --------- --- ----------- _-- -_-- -- -- _---- - - -- - - -J 0 FIRST FLOOR � ' � " PROPOSED FIRST FLOOR PLAN ' I B 101 SINGLE THER',1ATRU 3'-O" 6'-8° --- • l� --- -- - - EXIST. 1 1 ---- -- - -Ail--__ - -.--- - - - .. CONVENTIONAL 1 in I1 --- L _- --. ,-- __' CEILING TRP. 3 A 3 d - POST (2) 2 8" H 5 �2 (2) "xa HDR 102 E7 SINGLE �' JELD-WEN 2'-O" 6'-b" �� �� ---- --.1L ------- -- ��--- ---J'. ---� 105 SLIDER ANDERSEN 10-O - - 6-5 • L - - _- - I HDR 5-b' 1 2'-4y2 ->� 2'-5y2 3'-Ir' b'-jy2" 3'-4" PAGE: 21'-II" I ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING 4 5TRAPPING DETAILS. FA * SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER Ilk FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER PROPOSED z Q PROPOSED _io3moo 2X2 CEDAR LOUVERS - 2X2 WOOD WINDOW CHART L-- - -� LOUVERS 4 +I�®- , - X4 CEDAR P05T; 4X4 CEDAR POST; EGRE55 - PROV. 51MP50N PROV. SIMP50N lu. DATE: 11/30/23OFENI 7 OF 13 ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT BASE CONNECTOR BASE CONNECTOR TAG TYPE MODEL # r HEIGHT EOD:REO'D:20° PROV. PROV. WIDTH REG2 DN 20„ TEMP. PER PER UNIT UNIT r I WIDTH ��-_HEIGHT WIDTH HEIGHT OPEN REOV: 5.7 C- A (2) 1 DOUBLE HUNG WDH21042 - - /b 5.54 4.15 B (3) DOUBLE HUNG IE WDH24410- - 2=6 V8 _ 1f '7/5" -I/8" - 8.25 4.-I4 G (U PICTURE ---- CUSTOM- -I ---2'-6 VS - v8 5/18" 'V8" -1.01 4.02 ���� D (2) - PICTURE CUSTOM 2 6 V8 -t/8 ! I ��rJ.� 5. H SIT �3L.� Sfi��4GE I ���.� 5.�. C�fi�055 �' SCALE: 1/4" = I'-C" I.` �' --I�----_--�-=--_=-- _ ---- _ - _ -- 5/I6 5/16 3.54 5.5"1 I r I q J E (2) TRANSOM WTR301.7 � j 4 -I0 '�8 � ` G (1) GLIDER 044 '� 4 ----II- - - �� - -- -J�- - - 6.00 -J 10.00 6.00 -oil _ (5ENE AL <EE ' : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. < EXISTING TO REMAIN WHEN APPLICABLE) 0 {--� NEW WOOD FRAME (L.O. NEW FOUNDATION WALL w �---i STL. WHEN APPL I GABLE) J NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V Q CV WOOD FRAME (L.O. 5'TL. © P05T FOR 4" WALL5 b7 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O P05T FOR b" WALLS), U.O.N. - >; 0 NEW 2-HR FIRE RATED a-+ WOOD FRAME (L.O. STL. p C N z 0 WHEN APPLICABLE) a- u) c X :3 N O 0 O 4- C1 0 00 �-+ FLOOR PLAN NOTES -J CV �C5 DOOR NOTE: Q a. 2: 0 Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DE516NATIONS b DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR HALLS,U.O.N. 5. INSTALL AS PER MANU 5PEC.'s 6.PROVIDE (2) 2"xIO" HDR.,U.O.N. 1. SEE PAGE 6-003 FOR ALL OTHER FRAMIN6 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N, 4-j I OSTAIR 8 RAILING NOTE: 2 I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI $ MIN. 10" / Tr - RISERS SHALL BE CLOSED 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 0.0 NOT EXCEED THE SMALLEST BY MORE THAN ". 1 , 3. HEADROOM IN STAIRWAY5 SHALL BE AT LEAST T 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 4.1. BETWEEN CLEAR HEIc53HT $ HANDRAIL5: 56" MIN. 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. 4.5. BELOW HANDRAIL, 1;;?,41L5 ON BOTH SIDES: 21" MIN. 5. HANDRAIL5 SHALL BE PROVIDED ON NOT LE55 THAN / r , ONE 51ME OF EACH FLIGHT OF STAIRS CONTAINING FOUR - - - - - - - v OR MORE RISERS, AND WHERE SHOWN ON PLANS. 6. GUARDRAILS SHALL BE PR:OVIDEID FOR OPEN-SIDED WALKING SURFACES LOCATED MORE THAN 50" ABOVE FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. -T. 42" HIGH GUARDRAIL $ SPINDLE SPACING NOT TO ALLOW PASSA6E OF A 4" (p SPHERE;36" HIGH n1 HANDRAIL t SPINDLE 5PAC'INC NOT TO ALLOW \ W PASSAGE OF A 4" m SPHERE. 5. GRIPPABLE RAIL AS PER CODE. Q q. RAILING TO BE WOOD. WINDOW NOTE: O 1. ALL NEW WINDOWS d DOOR.5 SHALL BE ANDERSEN CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). �( INSTALL A5 PER MANU. SPEC:.'5. \\ 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; SEE DE51ONATIONS d WINDOW SCHEDULE. 3.FOR SUBSTITUTIONS, SEE NOTE W1 IN "GLASS WINDOWS AND DOORS" ON PAGE 6-002. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH -1 6.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: 6.1. FOR ALL SKYLIGHTS e$ OPERABLE PANELS OF I �- - - - 2- SWINGING, SLIDING, E BIFOLD DOORS 6.2. WITHIN 15" OF F.F. A-301 A-3ol 6.5. WITHIN 24" OF A DOOR 6.4. WITHIN 5TAIRWAY5 8 WITHIN 36" OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES -- - - Z bb. SEE AL50 GENERAL NOTES ON PACE 6-002 1. SEE PAGE (9-005 FOR FRAMING ELEMENTS AROUND WINDOWS (TYR FOR ALL) U.O.N.;PROVIDE AT A MINIMUM v (2) 2"xl0" HEADER U.O.N. _ - -- - ' a.WINDOW FALL PROTECTION SHALL BE PROVIDED PER j m NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS ( o. N " ABOVE THAT ARE MORE THAN R2" LESS THAN 24 VE F.F., T T I i - N ABOVE GRADE OR THE ADJACENT SURFACE AT THE _ I Q BUILDING EXTERIOR. - - O EGR.E55 NOTE: I z IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED; uw NET CLEAR OPENIN5........... 5.1 5.F. - -�. W NET CLEAR HEIGHT............... 24" MINIMUM ____ NET CLEAR WIDTH................. 20" MINIMUM - NEW FLOOR: 3 E E I. NEW T" PLYWOOD SUBFLOOF: BENEATH (GLUE b SCREW); l Q SCREW PERIMETER OF 5HEATHIN6 6" O.G. d 12" O.G. 0 Z m INTERIOR. w 2.NEW FINISHED FLOOR TO MATCH EXISTING 4 / mNEW DN 14),RI ± �3 / o 0 SMOKE DETECTOR O to A-4 ol 011 mi U CO VETECTOR NOTES: I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT - - SMOKE /CARBON MONOXID!_ COMBINATION DETECTOR / / D O HARD WIRED TO EACH OTHER H/BATTERY BACKUP. 5 2.INTERCONNECTION BETWEEN NEW b EXISTING DEVICES I_1 �- - / x 1_1 04 M - SHALL NOT BE REOUIRED WHERE EXISTING ALARMS - - - - - -ARE NOT INTERCONNECTED, AS PER NY5 R314.4. A-301 SM/CO ~\ \ 2 / 0- 3.PROVIDE SMOKE/ GO DETECTORS AS INDICATED, AND M 3 PER GENERAL ELECTRICAL NOTES ON PAGE 0-002. / 0 4.5MOKE / GO DETECTORS TO MAINTAIN V MIN. \ / / Q `t HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS E OPENIN65 TO BATHROOM5 H/ SHOWER OR TUB. / G PROJECT: 5. INSTALL ALL AS PER MANU. SPEG.'s in c�1 / t(1 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR EXIST. LOFT r 124 IN COMPLIANCE WITH LOCAL. CODE .5.P. N .D OPEN TO BELOW KA R E N - ADDITION DOOR SCHEDULE DOOR ( MATERIAL 3 350 RICHMOND RD FIRE TAG DESCRIPTION MANUFACTURER 0 N RATING NOTES / / O SOUTHOLD m WIDTH HEIGHT 1 j 45 MIN. RATED SELF-CLosIN6 DRAWING TITLE: FIRST FLOOR ----- ---- - -- - - - - _- - - ---- �� --- - - - �- - ---- --- - a'-5" 2-7'-2" PROPOSED SECOND FLOOR PLAN 101 SINGLE THERMATRU 3'-O� 6'-b" • -q 102 SINGLE JELD-WEN------�� ---2' oil L- 6_8 �--•--- -��.------- -I' -----�I I 103 _ SLIDER ANDERSEN-- - IE- -10'-O" IL 6'_b' - - --J ' 1 1 PAGE: ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SFEC.'s. SEE PAGE "0-005" FOR NAILING 4 5TRAPPINO DETAILS. * SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURERA oL04m00 FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER -- -- - - --- - ---_ _-- ------- - - FROPOSEI7 SECOND FLOOR PLAN WINDOW CHART 50ALE: 114" = I'-O" - -- -- --------- 145 S.E. HAE31 TAE3LE SPACE; 145 S.F. DROSS AREA DATE: 11/30/23 8 OF 13 ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT TAG TYPE MODEL # OPENING TEMP PROI(. PROV. WIDTH REQ D: 20 PER PER -- I - - - HE16HT REOV:24" --- UNIT UNIT WIDTH- -iL- HEIGHT--]� WIDTH HEIGHT OPEN REOD: 5.1 S.F. a.84 4.415 r DOUBLE HUNG WDH21042 „ :1... B 3 DOUBLE HUNG WDH24410 2'-6 Va" 5 O 2 5 5 O b.2a 4.14 ( ) J 'Va J 5/8 �'1/b � G (I) PICTURE _-----_ CUSTOM - - ' 2_6 VS -4j/8" l 5/a" -Va" 7.01 4.02 - D (2) PICTURE CUSTOM I I 5/16 5/b" 5/ib" l� 5.54 5.5-1 k� E 2) TRANSOM WTR301-1 3-2 Va II t f. ~ I � ,I.'5AN 1-1✓ Va" 0 .�(1 �/TR5 � [_ Va I _ 1 G (U GLIDER 1-== G44 -- 1 - -4: O:- JI� 4-0" --J II -V4I,1 -- -6.00 10.00 6.00 CL ELEVATION NOTE5 Q in I O TYPICAL ROOFING: W — — — — — — — I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS ALLOWABLE HOT. PER PYRAMID LAW J 2. H.O. TO VERIFY FINAL COLOR: $ MATERIAL SELECTION BEFORE INSTALLATION / Q N IA ALUMINUM STANDING 5EAM ROOFING PANELS, C O COLOR $ SIZE TO MATCH EXISTING 10 ,^ W TYPICAL SIDING: p w r- O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM / _ Q CONSTRUCTION STANDARDS � (V I 2. H.O. TO VERIFY FINAL COLOR: AND MATERIAL SELECTION BEFORE INSTALLATION 0 04 C_ Z �_ CEDAR SHAKE SIDING; COLOR 4 SIZE TO MATCH •v X I � ® EXISTING / c �O j Co 2B STUCCO SIDING, COLOR IBM O O -F-+ � -� O , 'Jtn c p O v .. r- ONEW 5" SEAMLESS GUTTERS 4 DOWN Q CLm0SPOUTS; (� , (COLOR) $ (MATERIAL) (TYP) / W O NEW WOOD FRAME STAIR I IA O NEW GONG. PAD 4 STAIR W I 12 10 sLLLI IA I 3 i 3 _LL - 5 A-401 2 101 0 LLLLL ALI 1 ° A A --I II I dJ LLJ �LJLJ LJ�LI�JJ�LJ LJ �U-1U �� TO �t I � PROPERTY iv LINE AVERAGE GRADE — — — - — — — — NORTH ELEVATION (FRONT) 50ALE: 1/4" = 1'-0" z W ALLOWABLE HOT. PER PYRAMID LAW � 0 \ U Li.i \ Q I PROJECT: ` KAREN ADDITION OVERLAY FRAMING FROM DOTTED LINE \ OVER TO REVERSE IA I GABLE , IA 350 RICHMOND RD SOUTHOLD ` DRAWING TITLE: I2 �" PROPOSED EXTERIOR ELEVATIONS 12 m IA I \ 2 2S LL iLLh PAGE: LL s ` 3 = DLLL G D A-201m00 T1 Il d III N I DATE: 10/16/23 9 OF 13 2 _LL� - -- i a � I 1= o B B ro /� B � - W' O 6 1 PROPERTY � - LINELLiLLfli ILL LL 6 7�� ± I LLLLLiLj_LL L 4 I I I r I I AVERAGE GRADE - 4'\ y NEST ELEVATION (Rl(3HT SC)E) 50ALE: 1/4" = P-O" ELEVATION NOTES O TYPICAL ROOF ALLOWABLE HGT. PER PYRAMID LAW ING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM a CONSTRUCTION STANDARDS Lu 2. H.O. TO VERIFY FINAL COLOR 6 MATERIAL SELECTION \ L W BEFORE INSTALLATION C6 O ALUMINUM STANDING SEAM iz FOO I NG PANELS, _I m IA COLOR $ SIZE TO MATCH EXISTING :}'� Q (V O Lo TYPICAL SIDING. O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM O CON5TRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION O N z ® CEDAR SHAKE SIDING; COLOR # SIZE TO MATCH ca EXISTING \ x U CV 0 0 O ate-+ �B 0 M STUCCO 51DING, COLOR TBL) c 00 � cam ONEW 5" SEAMLESS GUTTERS 8 DOWNSPOUTS; (COLOR) b (MATERIAL) (TYf'.) (�4 NEW WOOD FRAME STAIR IA I O5 NEW GONG. PAD 8 STAIR 12 25 _" ILL L_L_&__LL_Lj_lL U L1LLLLLLL _ LL iL \ (a)i J L-� 1- m II 1 I 1 i 1 I L�L_L�;_LLL � .I�LILL�L \ --f- � I 1 I _lI �ull_L1�L 3 L U c � - I . _ L-i UL- - - _L�LLI �LL�1 1JLJL� L� L LLIa-liLL L.! I LIT �l Q Cn II I I Aft Li L L 1 Ld L �1J — IJ J ! © I 1 I LPL_ I - I -,I I I I 0 L 1 L LL i � � jI III -III -LLILL�L Q I I � TO PROPERTY ' LINE � � � � �� J II 4 o LL�L -� o JL L�LI ILLI - -1-�L LL AVERAGE OR I ! III III ! 1 11 1 - --- --- _ SOUTH ELEVATION (REAR) z Z w SCALE: 1/4" = 1'-O" 2 0 V W a a ' ALLOWABLE HOT. PER PYRAMID LAW z w c7 . w ui w z m W � 0 >U Q / Lu ri N f Lill cM 0 PROJECT: KAR E N ADDITION m U I IA�Ii��1 LJ ILL L _------ LU_1 1 -1 350 R ICH MO N D R D 1�LLIL Li �L ll_1 111�1 J l SO UTH O LD I �u�l !JU11L1�IJ J 1 II / 0 DRAWING TITLE: I I 3 j PROPOSED EXTERIOR ELEVATIONS _ -! - - -'- -' - - --_ 111J1 � I_LLL -1�11 ���1� J_�-L�LL1L_II-1LLL11-- �'-- l' LL 1 U 1 �L taLjl - _LL� �L� PAGE: - _-1 L L LLJJ JELL_ - a - 1- -1J-J-J-�L1 _ _- ! -------- 3 TO II PROPERTY Ll LINE A­0` 0100 LJ Li� I ' 6 L_LL-L�LLJL �ULLL�L� LI_L_LL_LL1� LL � u L_J11!L_LLLLL�LILLLL_LL�L-LULL_ LL �L L�LL1_L1L 1 - - L' ��J1\ll LPL LPL �I ��_LLL__l LLLLI_Ll _l� lll_'�l ! l_1-I�J 1� Ll 1�1J -------- : 11/30/23 10 OF 13 DATE: AVERAGE GRADE ! 1 I 11 1 - - - I I II wlr DOV4 III HELL a EAST ELEVA710N LEFT S1 )E) SCALE: 1/4" = 1'-0" BU I LD I NO 5ECT1 ON NOTES a. Oj NEW ROOFING NOTE (TYPJ: Q I. INSTALL NEW ALUMINUM ROOFING PANELS 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO LLj 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS Lu OVER EXIST. RIDGE HEIGHT (� 3.INSTALL ICE AND WATER SHIELD (U.O.N.) OVER —� 4.I/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) ELEV. +20.a' --_—_-- _ `` _- - _ -- _ - - _ - _ - - - _ - M 5. GAP SHINGLE OVER RIDGE d HIPS (AS REQ'D) RR A5 PER PI- - 15T C b.FLASH ALL VALLEYS EX -' T- -T I I- -Il I I T- —f 1 7 O 'I. INSTALL DRIP EDGE AS REQ D &.INSTALL ALL AS PER MANU. 51FEC.'s --- -� I � -�� II ! ( ) I I CONNECTION 'BI' AS O 2 PICA ROOF 4 GEI ING CONSTRUCTION: PER PAGE 6TOP O N O TY L F L z ' I NEW R.R. TO TOP PLATE O NEW ROOFING AS NOTED O ul � 2 w � ri • 1/2 GDX PLY14D SHEATHING (BLOCKING 0 ALL PLYWD t- k x SEAMS) - - OI O O O 4- C1 • R.R.,G.J., $ G.T. AS NOTED ON PLANS (® SPANS OVER O m ' � a' INSTALL "X" BRIDGING a CENTER:OF SPAN, U.O.NJ EXIST. LOFT • PROVIDE PROVIDE -1" THK. SPRAY FOAM INSULATION 4 O O tB L0 (R-411 a R-i/INCH) Q • PROVIDE 2" THK. SPRAY FOAM INSULATION a EAVES EXIST. F.J. AS PER PLAN NEW EXTERIOR WALL CONSTRUCTION (TYP. : EXISTING SECOND FINISHED FLOO� O • "TYVEK" HOUSE WRAP VENTED) (OR: EQUAL) UPON - ------'---- N • I/2" GDX PLYWD. SHEATHING (BLOCING ® ALL PLYWD ELEV. +12.3' ( , SEAMS) UPON Lu • 2"xb" STUDS a I b" O.G. w/DBL. TOP PLATE = • MIN. R-21 BATT INSULATION - • 5/5" GYPSUM BD. WALL FINISH \ 103 NEW SIDING NOTE (TYPJ: EXIST. O4 ITGHEN MOD.I. INSTALL NEW FIBER CEMENT LAP 511�ING s. I � IVING � 2."TYVEK" VENTED HOUSE WRAP (OR I=QUAL) ROOM _ 3.INSTALL ALL AS PER MANU. SPEC.'S 4 4.PROVIDE ALL NECESSARY TRIM FOR PROPER n 'W • INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL EXIST. FIRST FINISHED FLOOR -- - --- - - -- - - - - - - 3 E�Ev. +2.a' ------- - TYPICAL FLOOR CONSTRUCTION: �-- 1 O I. FINISH FLOORING TO SELECT EXIST.T.J. AS PER PLAN PROP. F.J. AS PER PLAN 2. 5/4" T 4 0 GDX PLYI,O. SUBFLOOR GLUED 4 SCREWED + 3. F.J. AS NOTED ON PLANS - AT SPANS OVER a' INSTALL - GOfyNEGT 'DI' AS 'X' BRACE a MIDSPAN I PERT PAGE G-003 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST BASELINE (AVERAGE GRADE) / I NEWIF.J. FOUNDATION r , FLOOR AND FOUNDATION) ELEV. +O.O' - PROF. v 5. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTS - BASEMENT L UNFINISHED 8 - ~N • 5A NEW WOOD FLOOR: O r EXISTING. UNHEATED BASMENT wI I v J I. NEW WOOD FLOORING TO MATCH EXISTING BASEMENT FINISHED FLOOR - ELEV. -4.8' ----------- - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - 3 A-401 SECTION I - I/A-501 z w SCALE: 1/4" = 1'-0" 0 Q w a a 0 0 z_ V) w c`s w z w i w Fes- Q z m CONNECTION 'A' AS Lu w PER PAGE 5-003 NEW RIDGE V Q 12 1 N 12 Q M A Q 2 A PROJECT: 2"x2" CEDAR END SLATS ® 8" O.G. �' A fi 8 I IMPSON ABA44 5 �(AR EN rr MIN A I rr �r I e 2 Xb CEDAR a COLUMN BASE GPER P Or= BI A5ol JOISTS a fib O.G. - PER PAGE 6-005 9 EACH JOIST NOTCHED GRADE - 4"x4 P.T. POST NEW R.R. TO G.J. ! ADDITION 2 OVER BEAM o II 2 1/2"4) HOT DIPPED " 11 / ! '-I 1. ( ) 12 50NOTUBE FILLED II o -- _ I GALV. BOLTS ® EA. POST SOLID w/ P. GONG. ° oLl w/OVERSIZED WA5HER5 (MIN. 4p00 P5U z 4 ___-- _ - ! 350 RICHMOND RD I 1 111,-1L� - 1 .; B END NUT PREBORED - - - - �Ll 1 - LIB 1 L1-1 - INTO BEAM a POST � � 1 3"X 10" CEDAR ® � II II II II II II � PROP. L� 1I IIL_I IL_ EACH SIDE OF -- GREAT - -- ( - � 57 1L 40X4 CEDAR o o - = 4 ROOM - —_ DRAWING TITLE: 1LI POST;LOCATION o j LLI- - BUILDING SECTIONS I AS PER PLAN al i ! -_-_--- -- 1 L-- 1 3 5 5A I LLL--------- 1 1- LLLL� 1�J LL - ----- - - LtL _ _- III - - PROP. F.J. AS PER PLANS -1 i LLL 1-- CONNECTION 'DI' AS _ - - I I � L1. ----_------ L JJ� L PAGE: GRADE PER PAGE 0-005 NEW F.J. FOUNDATION PROF,. I - z 12"(P 'SONOTUBE' I I /�- }-� I U z BASEMENT -- - - L - - - A-303. 00 FILLED I OOLUMN FOOT I NO L F-TA I L .I§�� UNFINISHED B I b ( 13 I SOLID w/ P. GONG. A-�01.00 _ - �X� UNHEATED SCALE: 5/4" = 1'-O" w I I DATE: 11/30/23 11 OF 13 A-301 — — — — — — — — — — — — — -- — — 3 A-401 5EO710N 2-2 /A-501 50ALE: 1/4" = 1'-0" A- SEO71ON 5-5/A-501 . 50ALE: 1/4" = 1'-01' � Q CL EXTERIOR SHEATHING AS ui PER SECTION NOTES J SIDING MATERIAL AS PROVIDE 5" (MIN) GONG. COVER I'7 PER SECTION NOTES OF ALL REBAR WITHIN P. GONG. HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE I FOUND. WALLS d P. GONG. FT6'S. PROVIDE STRAPPING d NAILING ¢ BUILDING PAPER d HOUSE WRAP AS PER CONNECTION D +' N 5PEGIFIED ON 51DE OF STAIR IN ACCORDANCE w/ MANU. SPEC.'S; IN — 0) PLANS ' AND NOT PROJECTING MORE THAN 4:1'2" INTO TO FULLY OVERLAP FLASHING "TYPICAL NAILING/STRAPPING PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT I BETWEEN CAVITIES PITCHED METAL J015T HANGER BY O r— /'51MPSON' OR EQUAL PER ENERGY TABLE ON PAGE LATERAL 5 a RE55�GE" = FIRST FINISHED I S�'IEI� FLOOR II� "Z" FLASHING 5/4"xb" P.T. DEGKIN6 (WHEN APPLICABLE) N �- _ T F L (U.O.N. ON PLAN/ L -- CAP FOR SECTION/DETAIL5) FLOOR SYSTEM AS NEW (2) 2"xb" P.T. SILL PLATES .0 e— Z 'd DRAINAGE NOTED ON PLAN UPON SILL SEAL UPON COPPER �" 0 N _ = TERMITE SHIELD x U 0 - -- 1Y2" MIN. SPACE BETWEEN \ __ NEW 5/8"41) HOOKED ANCHOR O O M WALL AND HANDRAIL - BOLTS ® 541" O.G. w/5" SQUARE L O +' In s 1 WASHER d ENDNUT N p .. /4 PI NE RISER METAL DTT DECK TEN51ON Q � f2m o JOISTS AS PER PLAN FASTENED w/(2) Z TIE BY 'SIMPSON' (OR 5/4" PINE TREAD STANDARDS FOR ORIPPABLE HANDRAIL 5/8" 4) x 5" LONG HEAVY DUTY GAL. FLASHING EQUAL) �'Z LAC BOLTS ® 16" O.G. INTO MUD SILL d 5GALE: NT5 RIM BD.;WHEN ® FOUND. WALL FASTEN COUNTER w/(2) 515"0 x 5" LONG APPROVED FLASHING P.T. DECK J015T �1 ° O GROSS SECTION MASONRY ANCHORS ® IV' O.G. AS PER PLAN #4 HOOKED VERT. MIN. \ .0 HANDRAIL FOUNDATION WALL REBAR ® 48 O.G. "IIa \� P ROUNDED NOSING CLEARANCE CIRCULAR NON—CIRCULAR 4—j _ w/y4" RADIUS lu 11 (NOT INCLUDED IN 11 ... TREAD DIMENSION) 4"-&Y411 2 LEDOER GONNEGT I ON 17ETA I L a ji )MIN. / �4��_2�� PERT- A4x / A-4OI.00 ASPHALTIC DAMP II : GRADE METER / SCALE: I" = I'—O" 1 Z PROOFING TO EXTERIOR e I� •--I]--J � o � � 11 Lu - 11 . . Lu w / P. GONG. FOUND. WALL cn Ca ( , (MIN. 4,000 P51) (5) 2"xl2" STRINGERS ® w/R-21 O > _ 11 � �� — INSULATION, IF UNDERSIDE 15 FACING d r #4 HOR. CONT. REAR® I. Q STORA6E/NON-HABITAL SPACE - Q Q= MIN. 4" BETWEEN EDGES OF TOP, MIDDLE, d BOTTOM OF �I - z 0 m 1-1/2 SQUARE BALUSTER WALL (3 TOTAL) 1I —(— \ (STYLE TO SELECT) I STORAGE UNDER Y2" GYP. BD. P. GONG. CONT. FTC. (WHEN ,�PPL I GALBE) SIMPSON H2.5A RAFTER I TIE (OR EQUAL) (MIN. -4,000 PSI) 11 5/4"x6" P.T. DECK (5) #5 HOR. CONT. REBAR - BOARDS 4" P. GONG. SLAB TREATED 2"xl2" SILL FOR CONTACT T °� 1. dJ (2) 1/2 0 HOT DIPPED 6ALV. I 6 MIL POLY w/GONG. (IF APPLICABLE) BOLTS ® EA. POST w/OVERSIZED Q ` MOISTURE RETARDER I I F.T. NA5HER5 d END NUT PREBORED I 1 1 BASEMENT PER PLAN cV INTO BEAM, POST, DECK TIE d 4" GRAVEL BASE " RIM BOARD ASSEMBELY —PROV. CLEAN I II 41 —P.T. BEAM A5 NOTED COMPACT FILL cV -= SOLID BLOCK ® 12" O.G. (2) SIMPSON DJT14Z (1) 1/2"0 H.D. GALV. THRU 1 NTER I OR V OOD STA I R I�F-TA I L DECK JOIST TIE T BOLT w/OVERSIZED WASHER EA. POST d END NUT PREBORED INTO -401.00 SCALE: 3/4" I'-O" "SIMPSON" ABA44 POST d DECK JOIST TIE FOUNDA71 ON WALL 1�F-TAIL = ® COLUMN BASE cV 4"x4" P.T. POST -401.00 50ALE: 3/4" = I'—O" GRADE I I 12"0 '5ONOTUBE' FILLED ° II I I SOLID w/P. GONG. 2-p (MIN. 4,000 P51) ° z TYP. ROOFING (SEE LAP ol SECTION NOTES) O10 (TYP) TYP. ROOF CONSTRUCTION OUTLINE OF (SEE SECTION NOTES) 2"x8" RIDGE ROOF T'YP. O.H. CONSTRUCTION ° ———————— N 5"x5"xl/4" THK. ANGLE (SEE SECTION NOTES) I I jI Z w/ E T(OREGK AS PER 12 ------=='j--=41 II SCREWS (OR EQUAL) TO HDR AND POST IN WALL 0 ELEV. 2"xb" R.R. ® 12" " EXTERIOR N0017 DECK DE7A I L I I' iI (2) 2"xb" P.T. HDR O.C. A-4O I.00 5GALE: 5/4" = P—O" I'-8l,- ------- — II I -T (2) 2 xb POST PROPOSEDCEDAR #5 REBAR (TYP) (L II it IN BRACKET LOUVERED -1 IL I I I 0 WALL #5 BENT i I 5"xb"xi/4" CI' 0 PROJECT: $0 MENDING PL.'s REBAR (TYP) EA. SIDE, TO ADJUST HcSHT BRACKET NOTE NOS MASONAACCOUNT FOP, FINISH NDING A5 REQ'D �O EQUAL) FINISH MASONRY ry I j PRE-FAB. RAILING w/ REQUIREMENT5 (2) 2"x4" P.T. I. GLAD BRACKET d HDR IN MASONRY - BLUESTONE (OR A5 PER PLAN. RAIL SHALL HAVE BRACKET CI AZEK TRIM AS REQb CAPACITY TO RESIST 200 LES OF KAR E N (EA. SIDE) ® LATERAL LOAD. MATERIALS SHALL 2. ALL HARDWARE TO BE BY 6" P. GONG. BE ONE OF THE FOLLOWI N6: HOT. I I I ADDITION " �I SIMPSON (OR EQUAL) AND �' SUSPENDED 5LAB - DIPPED 6ALV.,EPDXY PAINTED STL., SHALL BE H.D.G. 6ALV. EPDXY PAINTED WROUGHT IRON. 5 x5 x1/4 THK. ANGLE w/ I/4" TRUSSLOK SCREWS MASONRY (OR EQUAL) TO BRACKET .�_O ANCHORS (TYP) ATTACHMENT AS AND POST IN WALL PER RAIL MANU. 350 RICHMOND RD CORNER CONNECTION SOUTHOLD GOB R 17 PORCH DETAIL � _ __ �� � - -�-- -7-ii1 oz DRAWING TITLE: -401.00 5GALE: 3/4" = I'-O" #5 REBAR #5 REBAR (TYP) 2'-O" LAP DESIGN DETAILS 5/4"xb" P.T. il ® 6" O.G. �, ° II �. (CONTINUOUS REBAR TOP (TYP-) DECK BOARDS P.T. DECK JOISTS AS (2) #5 BENT REBAR ® 6" II 11 II d BOT. (4TOTAL) _ _________ NOTED ON PLANS O.G. TO EACH GONG. COL. ; ° �° 11 #5 STIRRUPS 5/4" x REQ'D ® 5" O.G. - HE16HT P.T. RISER 12"xl2" ENGAGED P. GONG. ———————— ° _ _ _ SUSPENDED BEAM - POURED PAGE: 5/4"x6" P.T. �- — — — _ _ _ _ _ _ MONLITHIGALLY w/ 5LA5 I I I II DECK BOARDS ` I. I 1I 12 xl2' P. __ _ ___ __ II BLOCKING ® EA. II GONG. PIER —h- IL —I - — ST SIZE A-401m00 OFF F.T. PECK J015 5 ° II° GRADE III III II Ii° lii• II II I FASTED (4) #5 REBAR> IN6ER TO Q I I I DATE: 10 16 23 2 OF BLOCKING (MIN. 6 -1 #5 BENT I I I I NOTE: � � FASTENERS) ALL P. GONG. SHALL O I I I REBAR (TYP) 1 13 NOSING h�) II tl BE 4,000 PSI (MIN) cV II (2) #5 BENT '� 2"xl2" P.T. STRINGERS ® 16" z REBAR® EA. PIER I a 4 OF STAIR NlnP. E G. PAD O.G. (MIN. 5 STRINGERS ® IL II III EA. STAIRWAY) % l a 18" WIDE x 12" DEEP U �� P P. GONG. FT6. II I I y 2"x6" P.T. BLOCK IN BETWEEN - OTEi 11 EA. STRINGER. FASTENED TO ALL DEGKIN6 SHALL BE FASTENED In (5) #5 HOR. REBAR r' 7- w/ COATED DEGKIN6 SCREWS BY 5-1/2" CONCRETE SCREWS BY "CALIBURN" (OR EQUAL) - MIN. "DECK MATE" (OR EQUAL) • �.� .i '; I (5) SCREWS PER BLOCK O MIN. ° 'T' CONNECTION GRADE GRADE �8 -7 EXTERIOR 5U5FENDEr1 ) GONG. C7EOK C�ETA I L 8 REBAR OVERLAP I7ETA I L FXTERIOR OOr ) 5TAIR 17ETAIL -401.00 S CALE: OA-40►.00 SCALE: 3/4„ 1'-0" A-401.00 5GALE: 5/4" = I'—O" SEI ERAL 5 I I " I5OL I\ I : C' a _ EXISTING TO BE DEMOL-15HED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. W Ld EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L-G, - NEW FOUNDATION WALL N w STL. WHEN APPLICABLE) Q :~' Lo 1 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 0 WOOD FRAME (L.G. STL. © POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL � � O P05T FOR 6" WALLS), U.O.N. i N NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. .c t- r- WHEN APPLICABLE) 0 N > oc� I c :3 co O 0 m � O tf) Q OCLM0 W i I i/ EXIST.-\ 4-j ROOF i U ol I II I ) � I I 1=xI5T. I \ I I U ROOF ` -EXIST. ROOF I I I Q ° a El 0 EXIST. ROOF I II I II Q -,N\ 2- I 2- 1 A-501 A-501 I I - - -- 7 1 NEw m _ ° TRELLIS II I II D <�ul 4"x5" ALUM. PROP. 6"x5,, 4"5 5" ALUM. \,-EXIST.N DOWNS POUT ALUM. GUTTER DOWNSPOUT DOWN TO (TYP,) DOWN TO SPLASH GUARD SPLASH GUARD ROOF ® GRADE (TYP) ® &RAVE (TYP) I I (4) ?OSTS © TO HDR. m m - - - - - - LI- - - - - - - — — — — — — — — — F- 2"x4" HALL 2" x 10" R.R.I I 5:12 PITCH (5) POSTS ABOVE R.R. SROVP. 2" x 10" R.R. DORMER Z (V7. x - Lu �_ _ I-I A-501 I 2" x 10" R.R. STRONG R.R. l9 z A-501 ® 161, O.Gy �Q � Q of ; 0. \ V� ` EXIST. HIV ' a ® m _ SHED _ DORMER H l� —� (2) I.'T5"x14" 6.P. 2.OE LVL dJ Q N �W RIDGE w I x (2) 2"x4" (2) 2"xb" I IUl �J� a �j POSTS TO POSTS TO RIDGE RI PROJECT: `� DGE (TYPJ n +9 '� KAREN ROOF I ST � �`LIli ADDITION DITION (4TOHDR. I I 2" x 10" R.R. \ —I � — ® I6 O.G. © L — - - - - - - - - - - - - - - — � - - — — — — — — — — — — - 350 RICHMOND RD 13 SOUTHOLD 10:12 PITCH 10:12 PITCH ALUM. GUTTER 5 iN� �� 4"x5" ALUM. (TIERYP) R_�1 .J DOHNSPOUT 4 2" x 6" R.R. �-QQ, 2" x 6" R.R. DOHN TO PROP. 6"x5" ;r DRAWING TITLE: O.G. SPLASH GUARD ALUM. GUTTER 4 x5 ALUM. DOHN5POUT z ® GRADE (TYP) (TYP) PROPOSED STRUCTURAL PLAN DOWN TO SPLASH GUARD ®GRADE (TYP) 14'-0" q'-6" 15'-II" 4"x5" ALUM. DOHNSPOUT D DOWN TO SPLASH GUARD ® GRADE (TYP) PAGE: S— 01.000 DATE: 10/16/23 13 OF 13 Cc,FROPOSEr7) ROOF 57RUCTURAL PLAN SCALE: 1/4" = I'-O" n r SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION 4. Ar'i ID " PROPOSED ACCESSORY STRUCTURE ' Q e711- PROPOSED 2ND STORY L u Lu J co cy) :t C\j 4 Ln I _0 p +•" 0 N L^ L`/ i # r a cc J i k - a--s 0 a"'7 Ln t x' N O co N4804713G>uy4 131.15 `",� � n- ' "' ; � ,s r.^` „ �• �-.. �, ('� � 15.41 V5 U1 ) t- GONG. PATIO h" 50.41 4� �0 EXISTING 2-GAR ° ..1". • 1 m GARAGE m N 540 S.F. I I LOCATION MAP („) SCALE: NTS R0, I GT 5GOFE : EXIST. I BTRY 22.3' n` FRAME DWELLING O 5.0 �-- W dj PROP. GONG. - PROFOSED MAIN DWELLINO ADDITION OE <E� : Q O' PATIO I a' `J - - - 55' REAR 5E75ACK - - - - FROFOSED LAROER FRONT FORGH PROJECT LOCATION &SCOPE IT ll� PROP. FRO�E� I �A I A : aj ELLIS ( SITE PLAN & ZONING DATA DETACHED) 11�0 C� _ - - - - - - - - - - - - - -I.a' �_ 4 � I PROJECT / ZONING DATA 0-002 , GENERAL NOTES a ENERGY TABLE TAX MAP # 1000-135-3-a EXIST. 2 STRY ADDITION `� STRUCTURAL DESIGN CHARTS r- FRAME DWELLING t= ZONING DISTRICT R-40 NG / Q PROP' / LOT AREA 0.5 ACRES O-OO�J.00 HOLDOWN, ANCHOR BOLT, Z Z 0 WELL �' GofO - DWELLING AND STRAPPING, & NAILING DETAILS a 22.5' IS.a' I ADDITION Z6248; 1a74 7q•6' FASTENING SCHEDULE ( iZ p �_ 40774; 2018 w o PROF. Gofo -ADDITION/ALTERATION w � FRONT 55' FRONT ��T�_AGK AND DECK -00�•00 a. w FRAMING GRAPHICS a z FEMA FLOOD ZONE x BEAM CONNECTION PATTERNS o W 8.5 FIREBLOCKING DETAILS z o EXISTING EXISTING Z HABITABLE GROSS SPACE AREA I 0 •0 PROPOSED DEMOLITION PLANS w a FIRST FLOOR AREA 1,178.3 S.F. 1,17a.3 S.F. zo w SECOND FLOOR AREA 145 S.F. 145 S.F. w 110 m m AREA TOTALS 1,323.0 S.F. 1525.0 S.F. vwj o Q A-1 O2 .01 PROPOSED FOUNDATION PLAN PROPOSED PROPOSED w o w o HABITABLE GROSS w Q c) o ocr SPACE AREA 0 a = Lu IL FIRST FLOOR AREA 1,455.5 S.F. 1,455.5 S.F. _ O�•00 PROPOSED FIRST FLOOR PLAN � N - SECOND FLOOR AREA 145 S.F. F145 S.F. A N N AREA TOTALS 0.0 S.F. O.0 S.F. M 545047'30"E 131.15 ZONING REGULATIONS MAIN BUILDING - Q�J-•QQ PROPOSED SECOND FLOOR PLAN -- PROJECT: SOUTHOLD TOWN CODE 280-124 RIGHMOND RoAO E As -r - KAREN Ex1sT• PROPOSED COMPLIES A_20 •00 PROPOSED EXTERIOR ELEVATIONS ADDITION MIN. FRONT YARD 55.0' 38.8' 35.8' YE5 MIN. SIDE YARD 10.0' 13.2' 15.2' YES MIN. COMBINED 25.01 100.7' a2.8' YEs A-202 ,O0 PROPOSED EXTERIOR ELEVATIONS 350 RICHMOND RD SIDE YARDS SOUTHOLD MIN. REAR YARD 55.0' 11.e> 141.6' (EXISTING) NO MAXIMUM HEIGHT =5 5 IQ.B' 1a.8' YES DRAWING TITLE: �RO• i�OSEr� SI TE FLAN BUILDING SECTIONS LOT COVERAGE PROJECT LOCATION & SCOPE SITE PLAN & ZONING DATA SCALE: I" = 10'-O" SOUTHOLD TOWN CODE 2,50-124 DESCRIPTION (FOOTPRINT) AREA COVERAGE .00 DESIGN DETAILS � TOTAL LOT AREA 13,054.7 S.F. PAGE: EXISTING DWELLING 1,178.4 S.F. a.0510 G-001m0l, EXISTING DETACHED GARAGE 55clh S.F. 4.IY J . PROPOSED STRUCTURAL PLANS PROP05ED ADDITION 277.2 S.F. 2.1% ^y� PROPOSED FRONT PORCH 41.1 S.F. 0.5% DATE: 04/10/24 1 OF,13 TOTAL AREA OF ALL STRUCTURES 1715.0 S.F. 13.29b MAXIMUM LOT COVERAGE ALLOWED: 20% SITE LAYOUT NOTES: IMPERVIOUS SURFACES < 8" FROM GRADE I. THIS IS AN ARGHITE07'5 SITE PLAN 4 IS fi SUBJECT TO VERIFICATION BY A LICENSED ' SURVEYOR. THE INFORMATION �C f PROPOSED GONG. PATIO 2a2.3 S.F. 2.2% REPRESENTED ON THIS BITE PLAN 15 TO THE f ARCHITECT'S BEST OF KNOWLEDGE. TOTAL LOT COVERAGE INCLUDING 2010.3 S.F. 15.45� STRUCTURES <8" FROM GRADE 2. 5URVEY INFORMATION WAS OBTAINED I FROM A SURVEY DATED DULY 31, 2014 SOUTHOLD TOWN CODE 280-207 (A)(1) , AND PREPARED BY: LOT 51ZE / AREA IN ALLOWABLE TOTAL � 10 000.0 S.F. 3 054.7 S.F. ISLAND WIDE LAND SURVEYORS EXCESS OF 10,000 S.F. GFA GFA 01, laa LAFAYETTE DRIVE SYOSSET N.Y. 117a1 C�(b) LOTS GONTAININ UP TO 3,350 S.F. 20p00 S.F. MAX. TELEPHONE: (516) 4ab 7822 ALLOWABLE S.F. / PLUS 12.5% OF EXCESS LOT 2,100.0 S.F. 551.8 S.F. 2,481.8 S.F. 2,075.2 S.F. AREA OVER 10,000 S.F. _ EXISTING TO BE DENfOLISHED NEW PARTIAL HEIGHT f-„'7 -,� HOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L..G. NEW FOUNDATION WALL J STL. WHEN APPLICABLE) co NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Q ' N WOOD FRAME (L.G. STL. El POSTFOR 4" WALLS d7 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O P05T FOR (5" WALLS), U.O.N. _ � 0 NEW 2-HR FIRE RATED _ WOOD FRAME (L.G. STL. O N Z O WHEN APPLICABLE '� I.f) c X = N O O O +- O m Z 6 cNO O Q a � 0 REMOVE FOR n STAIR ) OPENING iI I m I V W EXIST. J M BATHROOM � - + W1 50 S.F. ` !. U x ( EXIST. EXIST. I� N C� iv i EXIST. BEDROOM BEDROOM ro L�,7 T 1u ® � N �0 u Q BASEMENT loe s.F, loo s.F. IIII t 552 S.F. x ® r ^ III x V J O ii Q) REMOVE FOR i O m LARGER WINDOW EXIST. EXIST, LIVING BEDROOM ROOM 105 S.F. 150 S.F. H i ROF05E7) BA5EMENT 1�EMOL I TI ON PLAN W � a 50ALE: 1/4" = I'-O" z w O (L N � a uj. 0 tW z O z WI EXIST, EXIST. OFFICE z BATHROOM e2.s.F. W o � 8o S.F. aW- o z W 0 OS W z m o Z LLJ LQS 0 a � a r REF. �ii rl N m REMOVE PARTIAL RAILS H M rl 1 1 — 0 1 1 Nr = 1 IL � I ® Wpm LT�J O 11 PROJECT: RELOCATE STAIRS II d REMOVE PARTIAL 11 V I j 0 o WALLEXIST. 1 KA R E N ADDITION O KITCHEN ' EXIST. DEN 11 oi` EXIST. DECK \ / I I I 1-10 S.F. 162.S.F. 2-16.S.F. EXIST, LOFT - 350 RICHMOND RD 124s.F. OPEN TO BELOW m SOUTHOLD IiI i / n- REMOVE �\ REMOVE WALL EXISTING 1 m 1 DRAWING TITLE: 6 SLIDER DECK PROPOSED DEMOLITION PLANS h ---- REMOVE WALL L---- I ------------------------------ :2" ,k_ '-by2° -------- ------------------ I I I I I PAGE: I I ----------------- RELOCATE REMOVE A-101m0ml. L----------------L FRONT PORCH LADDER DATE: 04/10/24 5 OF 13 FROF05EI ) DEMOLITION PLAN 5GALE: 1/4" = I'-0" ;ale- ..�;? ,.'' r f•v, . - i�i�0i�O5 D S GOND FLOOR DEMOL 1 T I ON PLAN F . u SCALE: I/4" = I'-O" t� O L 5 50L � ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. NEW PARTIAL HEIGHT ** SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER EXISTING TO BE DEMOLISHED WOOD FRAME (L.6. 5TL. FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER d EXISTING TO REMAIN WHEN APPLICABLE) Q WINDOW CHART 0 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL EGRESS Lu J STL. WHEN APPLICABLE) cc ROUGH OPENING WINDOW DIM94SION CLEAR LI6HT VENT M TAG TYPE MODEL # OPENING PROV. PROV. ' NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WIDTH REOV: 20° TEMP. PER PER Q ' N 77 �� WOOD FRAME (L.6. S7L. © POST FOR 4" WALLS WIDTH - HEIGHT WIDTH HEIGHT HEIGHT REO'D:24" UNIT UNIT IY c Ln WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL OPEN REOV: 5.1 5.F. 07 O 6 (I) GLIDER 644 4 O 4_p 3 I I 3 I I I 00 11 -:iJ ;O 6.00 = } (09 NEW 2-HR FIRE RATED POST FOR 6" WALLS), U.O.N. V4 V46.00 WOOD FRAME (L.6. 57L. - i WHEN APPLICABLE) O C (V z O CL u0 -�zd. c � x � N O O O 4- FOUNDATION FLANN NOTES POURED CONCRETE AND STEEL REINFORCEMENT NOTES: c O m I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT O N O C-0 OTYPICAL P. GONG, FOOTING B WALL GONSTRUGTION: FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND Q Od O • (2) 2"xb" P.T. SILL PLATES w/ COPPER TERMITE SHIELD DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN65. E SILL SEAL • ANCHOR BOLTS AS PER PAGE 6-005 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION • P. GONG. FOUND. WALL AS PER DETAIL UPON SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR • P. GONG. FOOTING AS PER DI=TAIL ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER n ` • ASPHALTIC MASTIC DAMP PR:OOFIN6 TO EXTERIOR ENCOUNTERED. W • B.O. FOOTING V-O BELOW 6'RADE MIN. • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHI=N 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - -_ APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / 4• ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT STOOPS (WHEN APPLICABLE) 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. _ _ - - - - - - - - - - - - - - - - - - - - - - • MA50 TO ACCOUNT OF O FINISH 4 SLAB(WHEOA ON THIN SET 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED GAR 50N STEEL ASTMA615 GRADE 60. MM FOR SLABS DO NOT NEED TO BE EPDXY COATED. �J O2HOEDOWN (FOUNDATION TO IST FLOOR): HOLDOWN V' A5 PER PAGE 6-003 6 SHALL BE STAGGERED. A5 SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 3 ASPER DETAIL DEEP GONG. CONTINUOUS FOOTING PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN PER 3/A-4D1 (TYPa �. PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, I COVERAGES, AND PLUMBNESS. OFOUND 8 POSTS FOR WO. DECK: 5. CEMENT SHALL CONFORM TO A5TM 0-55 FOR STANDARD WEIGHT WD. P.T. P05T 4 P. GONG. PIER UPON FOOTING AS PER CONCRETE. c 1 DECK DETAIL (TYP) FOR WOOD STAIRS ® GRADE: GONGETE - GOLD WEATHER POURING E CONCRETE MIXTURE • O5 4" THK. P. GONG. PAD 8" WIDE r; REQ'D LENGTH UPON b" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF MAX. 16" O.G.,U.O.N. (MIN. 5 STRINGERS) CONCRETE IN TEMPERATURES UNDER 45• F IF THAT TEMPERATURE TYPICAL LEDGER BOARD ® EXT. DECK: (� HA5 BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. CL QJ 1.O SECURED P.T. B. O MATCH A T x LONG H.D. GAL. LA6 BOLTS HS DO 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 10 2. C� ® 16' O.G. 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL 3. INSTA LL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON CONFORM TO AGI 506. O (OR EXI5TIN6 N - - - - - I 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN &ROUND / UNEXCAVATED 0 4. PROVIDE FLA5HIN6 TUCKED UNDERNEATH 51DIN6 d SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO SLAB A-501 BENT OVER TOP EDGE OF LEDGER BD. TEMPERATURES WITHIN 10° F OF CONCRETE. 5. SEE NOTED DETAIL 6'-8y2 TYPICAL CLOSED FOUNDATION REMOVE AS . " 8 5. IR NO CASE EOSHALL CONCRETE BE PLACED ON ICE OR SNOW. 1Oy2„ O ® PORCHES / PATIOS: _ I. SEE NOTED DETAILS 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY PERMITTED WHEN NECESSARY. -rI- FROM BUILDING 5. FOR SLAB5 ABUTTING FRAMING, INSTALL COPPER T. AND SHALL BEFORMNORK AWITHIN 10* F OF CONCRETE TEMPLL BE AT A MIN. TEMPERATURE OERATURE,OR HIGHER FLASHING FROM 12 ABOVE AND ADJACENT TO SLAB, BED ALL 4. PORCH/PATIO 1WALLS ASPHALTIC OF SEPARATE POURS SHALL 8• CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. I L - r J BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER I I w Z o d TO MAIN FOUND. . NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE - JO A-3ol 'D q PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 F-- (ASTM C4g4/G4g4M, TYPES G AND E). A 8 - �- O PROVIDE 4 SHELF FOR SLAB BEARING p, V Z 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL d w AREAS EXCEED ONE 5OUARE INCH. I I 5 a Z O COLUMN FOOTING 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED q" 5'-I" 5'-I" q" W COLUMN UPON 12"0 P. GONG. 50NOTUBE AS PER TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS F- DETAIL I/A-301. REACHED A COMPRESSIVE 5TR:ENGTH OF 500 P51. O X q SMOKE DETECTOR / CO DETECTOR NOTES: 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. Z O I. CONTRACTOR SHALL PROVIDE- CODE COMPLIANT PROV. #5 PINNING AT y SMOKE /CARBON MONOXIDE COMBINATION DETECTOR I FOUN. WALL;EMBED PINS - - - - - - - N HARD WIRED TO EACH OTHER w/BATTERY BACKUP. I 6" INTO EXI5TIN6 AND I 4 (2) 2"xl0" P.T. V .. ED BM. 4 Lu d 2.INTERCONNECTION BETWEEN NEW aE EXISTING DEVICES NEW WALL ® 12" O.G.; A-`b1 PR P. 2"X8" D.J. A-401 C'3 p � SHALL NOT BE R:EOUIR:ED WHERE EXI5TIN6 ALARMS PROV. 3 PINS AT FTC. 38'-5° 4 h ® I6" O.G, mh to m 4 Lu Q ARE NOT INTERCONNECTED, AS PER NYS R 314.4. 2 rl4'-O" i l'-O" I I'-4" (N W no 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND - - - - - - - - - - - - - E = v PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 5MOKE /CO DETECTORS TO 4 HORIZONTAL SEPARATION FROM I5UPPLY/RETURN DUCTS - J - - - - - - - - - - - - - - 2 Z m p Z +1 OPENINGS TO BATHROOMS Pq/SHOWER OR TUB. - MODIFIED I 12 1 ® M , NEW UP -' I N 2 w Q CO), 5. INSTALL ALL AS PER MANU. S EC.s - (U Tr ® IN. 10 N O o a W 6.5MOKE DETECTOR AND CARBON MONOXIDE DETECTOR m GRAWLSPAGE I d ( O o IN COMPLIANCE WITH LOCAL CODE _ `� 64.4 S.F. I • ' - A-�1 6 O a m a NEW REINFORCED P. GONG, SLAB 10 I. NEW 4" THK. P. GONG. SLAB w/6"x6"-10/10 W.W.M.UPON �o I L - - - - - J 3 ILb-75" LVL FLUSH HEADER �+' N 2. b MIL POLY VAPOR BARRIER UPON PROV. HAN6ER5 AT EA. F.J. 3. 4" (MIN.) &RAVEL BASE 4-3 I C N II 1_1 O O T1 BEA POGKEfi�(T1�Pa'�\/- A-301 I 3 SM/GO I l- p � EGRESS WINDOW WELL: 12 PROVIDE NEW EGRESS WINDOW I,^IELL 4 COVER BY I PROJECT: "ROGKWELL;ELITE SERIES" 44"W.X60"H. OR EQUIVALENT. V PROP• x I r INSTALL AS PER MAN. SPECS. cV I BASEMENT a _ >L� UNFINISHED a KA R E N WINDOW NOTE: ct1 0 v N EXIST. X ® UNHEATED ® iv I \ 13 I. ALL NEW WINDOWS d DOORS S+iALL BE ANDERSEN Ul m p iv p -I BASEMENT W 468.q S.F. - > CASEMENT, DOUBLEHUNG, OR 6LIDIN6 (A5 NOTED); 0' x p f 230.8 S.F. = 6'-I I" GL6. HGT. ADDITION / INSTALL AS PER MANU. SPEC.'S. FOR Iz H p ( T SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS 1 j ® X xAND m 3 Lu WINDOWS - ALL CASEMENT GSMNT WND?45 SHALL HAVE" ON PA6E 0-002 IF ' AT STRAIGHT ARM HINGE WHEN I N. KA ; PINNING PINS ^� m FOUN. WALL;EMBED PINS350 RICHMOND RD 2.IF DOUBLE HUNG - ALL DBE. HNJNG WNDWS TO B 6" INTO EXI5TIN6 AND d. TILT WASH 12 13 O m NEW WALL ® 12" O.G.; !; I 5.ALL 6LAZIN6 WITHIN I8 OF FI= TO BE TEMP. &L. PROV. 3 PINS AT FT6. n 3 2 SOUTHOLD 4.5EE PAGE 6-005 FOR FRAMING ELEMENTS AROUND `r - - - - - - - - - > - - - - -WINDOWS (TYP. FOR ALL) U.O.N. - / EORESSNOTE: - - - - - - - - - - - - - - - - - - - -• - - - DRAWING TITLE: IN COMPLIANCE WITH NEW YORK STATE BUILDING 15'-1" CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF 3?'-I" EORE55 SHALL BE FOLLOWED: - PROPOSED FOUNDATION PLAN NET CLEAR OFENINO........... 5.'1 S.F. G • NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM ., - J A (p p - PAGE: r$ A-102m0l PROPOSE',-) FOUNr1 )AT I ON PLAN DATE: 04/10/24 6 OF 13 - HABITAE3LE SFACE; 414.1 S.E. CR055 AREA SCALE: 1/4" = 1'-0° 51TE PLAN HATCH KEY: PROPOSED BUILDING ADDITION u LLJ , v, "� ® PROPOSED ACCESSORY STRUCTURE a PROPOSED 2ND STORY W� ' ,,. S wcoJ c (y) C\l ,,,,•- .,- ;,.�'���.�,�::�;.t,� '�, .� - � �; coo n.. },. p pN z0 co LI)r' ✓ ', --,e -- ;. ¢ X N p 0 O a. OQ C6 N45°4'i'30"y l N L 7 '0_ 22.3' _: e GONG. PATIOri I - EXISTING 2-GAR 4 W m GARAGE m �" r"' � w,. • m ry 540 S.F. L 00AT SCALE: NT5 Fj, EXIST. I STRYFRAME DWELLING `TRELLIS ON PATIO WAS REMOVED (\ , FA(5E �EROP. m - MANTLE WITH ELEGTR I G F I REPLACE ADD I T I ON - -LNG - - - - - - - - RR DGK LAYOUTLTI=RATION Y - - - 55' REAR 5ET5AGK m m m PATIO PROJECT LOCATION & SCOPE C-001 .02 -ADJUSTED <ITGHEN LAYOUT SITE PLAN & ZONING DATA } I mI A- 102 .02 PROPOSED FOUNDATION PLAN PROJECT / ZONING DATA O EXIST. 2 STRY PROP. Q _ FRAME DWELLING /ADDITION r TAX MAP # r _ Ll Lu 1000-135-3-a o PROP.I a o o wIND. ZONING DISTRICT R-40 NO A- 105.01 PROPOSED FIRST FLOOR PLAN W z 0 �- o ag WELL LOT AREA 0.5 ACRES o z z o aW 7q.6' CofO - DWELLINO AND c) z rn cm PROP. ADDITION Z6248; Ig74 } w o o _ FRONT 55' ERON` 5E75AGK GofO -ADDITION/ALTERATION 85' AND DECK 40-714; 200 I O�-.OI PROPOSED SECOND FLOOR PLAN N Z W W Q W o �; FEMA FLOOD ZONE X o LU o I z o Ea _ z o L; EXISTING EX15TINO - N g N HABITABLE OR055 A-201 .01 PROPOSED EXTERIOR ELEVATIONS W V) z SPACE AREA w zo Q w FIRST FLOOR AREA 1,178.3 S.F. . S.F. _ i g o W �dJ W zm - m 145 w m SECOND FLOOR AREA 145 5F S.F. m en W-202 ,Q PROPOSED EXTERIOR ELEVATIONS a a AREA TOTALS 1,525.0 S.F. 1,525.0 S.F. w o w < > Ir PROPOSED PROPOSED 0 o z 2 W HABITABLE OR055 v Q � v Ir w I I SPACE AREA FIRST FLOOR AREA 1,455.5 S.F. 1,455.5 S.F. -�® .O I BUILDING SECTIONS c N M w kp k" SECOND FLOOR AREA 145 S.F. 145 S.F. ,;; o o rn AREA TOTALS O.O S.F. O.O 5.F. ~ M 4 o _ / o o o s48°4�'3o'E 151.15, S- I 0 .0 I PROPOSED STRUCTURAL PLANS ZONING REGULATIONS MAIN BUILDING PROJECT: RI GHMOND R 0 A D EAST SOUTHOLD TOWN CODE 250-124 > KAR E N EXIST. PROPOSED COMPLIES ADDITION MIN. FRONT YARD 55.0' 55b, 55.8' YES MIN. SIDE YARD 10.0' 15.2' 15.2' YE5 350 RICHMOND RD MIN. COMBINED 25.01 100.7' C12.8' YES SOUTHOLD 51DE YARDS MIN. REAR YARD 55.0' 1lb, 141.6 (EXISTING) NO DRAWING TITLE: MAXIMUM HEIGHT 35 1a.8' Iq.B' YE5 ---- �RO�OS��� S 1-�'� PLAN MAXIMUM LOCATION & SCOPE SCALE: I" 10'-O" LOT COVERAOE SITE PLAN & ZONING DATA = SOUTHOLD TOWN CODE 280-124 DESCRIPTION (FOOTPRINT) AREA % LOT COVERAGE TOTAL LOOT AREA 13,054.7 S.F. PAGE: EXISTING DWELLING 1,175.4 S.F. C1.0 ■ EXISTING DETACHED GARAGE 53a.6 S.F. 4.1% U 0 0 2% PROPOSED ADDITION 277.2 S.F. 2.151 PROP05ED FRONT PORCH 41.1 S.F. 0.5% DATE: 01/10/25 1 OF 8 TOTAL ,AREA OF ALL 5TRUGTURE5 17I8.0 S.F. 15.2% MAXIMUM LOT COVERAGE ALLOWED: 20% 517E LAYOUT NOTES: I. TH15 15 AN ARCHITECT'S SITE PLAN 8 15 IMPERVIOUS SURFACES < 5" FROM GRADE SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION PROP05ED GONG. PATIO 2°I2.3 S.F. 2.23b r" ,J� REPRESENTED ON THIS SITE PLAN IS TO THE ARCHITEGT'5 BEST OF KNOWLEDGE. TOTAL ILOT COVERAGE INCLUDING 2010.5 S.F. 15.4% II 5TRUG < " j 4 .TNRES 8 FROM GRADE 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED JULY 51, 2014 SOUTHOLD TOWN CODE 280-20-7 (A)(1) ' t AND PREPARED BY: LOT SIZE / AREA IN ALLOWABLE TOTAL 15LAND WIDE LAND SURVEYORS EXCESS, OF 10,000 S.F. 10,000.0 S.F. 3,054.7 S.F. GFA GFA ,.`'- Iq9 LAFAYETTE DRIVE 5Y055ET N.Y. 1 Ill 1 (b) LOTS CONTAINING UP TO 5,550 S.F. TELEPHONE: (516) 4q(6 7822 20,000 S.F. MAX. ALLOWABLE S.F. / PLUS 12.5% OF EXGE55 LOT 2,100.0 S.F. 551.5 S.F. 2,451.8 S.F. L-!,o 5.2 S.F. AREA OVER 10,000 S.F. OE NE AL S`-r��5OL <E""r : ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "0-005" FOR NAILING $ 5TRAPPINC DETAILS. NEW PARTIAL HEIGHT * SEE DOOR SCHEDULE FOR ALL GLAS5 DOORS FROM SAME MANUFACTURER _ EXISTING TO BE DEMOLISHED * FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER IZ WOOD FRAME (L.G. STL. Q F -i EXISTING TO REMAIN WHEN APPLICABLE) WINDOW CHART NEW FOUNDATION WALL O W E---I NEW WOOD FRAME (L..G. EGRESS Lu �----i 5TL. WHEN APPLICABLE) CLEAR LIGHT VENT ROUGH OPENING WINDOW DIMENSION J Ch MIN. (2) 2"x4" STRUCTURAL TAG TYPE MODEL # OPENING TEMP PROV. PROV. WIDTH REOV: 20 PER PER Q � N NEW I-HR FIRE RATED ® HE16HT REO'D:24" WOOD FRAME (L.G. STL POST FOR 4 WALLS WIDTH HEIGHT WIDTH HEIGHT OPEN REQ'D: 5.1 S.F. UNIT UNIT WHEN APPLICABLE) (MIN. (2) 2 x(o STRUCTURAL p O ED POST FOR 6" WALLS), U.O.N. G (1) GLIDER 044 4'-O" - - 4'-O" =V4 V4�� 6.00� 10.00 6.00 = � � WOOD FRAME (LR.G.rS L. --- - - - O N Z O WHEN APPLICABLE) CL •� X I X :3 N O O O 4- FOUNDATION FLAN NOTES POURED CONCRETE AND STEEL REINFORCEMENT NOTE5: m � � 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT C C) O c6 TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: FOUNDATIONS BY AN ANGLE OF 45• PROJECTED OUTWARD AND Q a. O O • (2) 2"x6" P.T. SILL PLATES w/ COPPER TERMITE SHIELD DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. d SILL SEAL • ANCHOR BOLTS A5 PER PA6_ 6-005 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION • P. GONG. FOUND. WALL AS PER DETAIL UPON SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR • P. GONG. FOOTING AS PER DETAIL ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER W • ASPHALTIC MASTIC, DAMP PR:OOFIN6 TO EXTERI02 ENCOUNTERED. • B.O. FOOTING 3'-0" BELOW GRADE MIN. • I/2" EXFAN51ON JOINT ® PERIMETER OF SLAB (WHEN 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICABLE) 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT • AIR ENTRAIN P. GONG. FOR PORCHES PATIOS STOOPS (WHEN APPLICABLE) i25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. - - - 70 • MA50N TO ACCOUNT FOR FINISH STONE ON THIN 5=T 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED ( , FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE I CARBON STEEL A57MA615 GRADE 60. MM FOR SLABS DO NOT V • NEED TO BE EPDXY COATED. OHOLDOWN (FOUNDATION TO 15T FLOOR): 2 HOEDOWN 'D' AS PER PAGE 6-003 U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS I I W m SHALL BE STAGGERED. I ( W O16"xa" DEEP P. GONG. CONTINUOUS FOOTING '7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN 3 AS PER DETAIL 3/A-40I (TYP.) PLACE AT TIME OF POURING 8 MAINTAIN REQUIRED CLEARANCES, COVERAGES, AND PLUMBNE55. O FOUND 4 POSTS FOR WD. DE_GK: b. CEMENT SHALL CONFORM TO ASTM C-55 FOR STANDARD WEIGHT W V r , 4 D. P.T. P05T 6 P. GONG. PIER UPON FOOTING A5 PER CONCRETE. I DECK DETAIL (TYP) FOR WOOD STAIRS a GRADE: GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE O 4" THK. P. GONG. PAD 5" WIDE x REOV LENGTH UPON 6" &RAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF n, MAX. 16" O.G., U.O.N. (MIN. 3 STRINGERS) HAS RETEEEN IN ANED FOR TEMPERATURES UNDER 45* F IF THAT 24 HOUR PERIOD OR MORE TEMPERATURE I I W TYPICAL LEDGER BOARD ® EXT. DECK: I I I O6 1. (1) 2"x P.T. BD. TO MATCH DEPTH OF J015T5 2. SPECIFICITY OF CONCRETE DE51ON MIX SHALL BE BY OTHERS. to 2. SECURED w/ (2) 5/8" (P x 5" LONG H.D. GAL. LAO BOLTS ® I6' O.G. 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL 3. INSTALL H.D. 6 CONFORM TO AGI 306. ALV. JOIST HANGERS BY SIMPSON (OR EXISTING _ _ _ _ - EQUAL) UNEXCAVATED 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING ! 4• IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / I SLAB BENT OVER TOP EDGE OF LEDGER BD. TEMPERATURES W THIN 10U F FSURFACES. FROZEN OROND CONCRETE. OR HEATED TO 5. SEE NOTED DETAIL I 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. TYPICAL CLOSED FOUNDATION REMOVE AS REOV. O a PORCHES / PATIOS: I. SEE NOTED DETAILS 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE 2. ALL HORZ. SURFACES SHALL BE PITCHED ® h4a AWAY PERMITTED WHEN NECESSARY. FROM BUILDING '1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33• F OR HIGHER 3 SLABSFOR 1 M INSTALL FLA5H NGFROM 2'" ABOVEA D ADJACENT TO SLAB, AND SHALL BE WITHIN 10' F OF CONCRETE TEMPERATURE. I N w w BED ALL FLASHING ASPHALTIC MASTIC a. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. L -I - J I W 4. PORCH / PATIO WALLL S OF SEPARATE POURS SHALL p0 O a. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE L - I - J i I = 2 �- Z Z p � O BE DOWELED w/ #5 ® b" O.G. VERTICAL TO EA. OTHER Q g 4 TO MAIN FOUND. PERMITTED TO BE ADDED TO CONCRETE MIXTURE A5 PER AGI 506 0 �i O 00 W (A5TM G4CI4/G49 G U Z In 4M, TYPES AND E). 2:�- U OPROVIDE 4" SHELF FOR SLAB BEARING I I I m O W t-- 7A 10. CONSULT ARCHITECT HHEN STEEL AREAS EXCEED ONE 5 UARE INCH.MBEDDMENT GR055 SECTIONAL I II Q z w w N o COLUMN FOOTING I OPEATEDFREEZINOANDTHANIN(S �/^ / - �� w O COLUMN UPON 12"(P P. GONG. 5ONOTUBE AS PER II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED I O cr 5 DETAIL I/A-301. RETO ACHED A COMPRESSIVE STRENGTH OF b00 PSI. HAS I ` W Q SMOKE DETECTOR CO DEFECTOR NOTES: 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. 1 Z UJ a Lj PROV. #5 PINNING AT 4 g N Z O / q I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT SMOKE / CARBON MONOXIDE COMBINATION DETECTOR I FOUN. WALL;EMBED PINS _ _ _ _ 4 w a O Q HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. I 6" INTO EXISTING AND I 4 (2) 2"xl0" F T PPED BM. I Z p Lu 2.INTERCONNECTION BETWEEN NEW 4 EXISTIN6 DEVICES ( NEW WALL S A I A-401 PR P. 2"X FD.J. ( 5 O a w PROV. 3 PINS AT FT6. 3a-5 SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 6 Z Q _ V g ARE NOT INTERCONNECTED, A5 PER NYS R314.4. /II'-O" II Z n,'-4 A_�1 w 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND - - - - - - - - - - - - - _- - - O it ui w PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. \ Q � u 4.SMOKE /CO DETECTORS TO MAINTAIN V MIN. J - -° HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS - - �`II _ 2 w 0° w Q W v 6 OPENINGS TO BATHROOMS w/ 5HOWER OR TUB. 1 = 5 w ~ 1-- O I ) 1 ® M X. -15 I Q F- MODIFIED I I I I NEW UP �- _ /\ N \` 5. INSTALL ALL A5 PER MANU. 51 EG.s I (1) T ® �11N. 10' ��N d 0 0 a O w w 6.SMOKE DETECTOR AND CAREON MONOXIDE DETECTOR m CRAWL5PAGE 1 0 Q O V Cr w IN COMPLIANCE WITH LOCAL CODE tt 64.4 S.F. j IA-40116 NEW REINFORCED P. GONG. SLAB ' I I 3 II.B'15" LVL FLUSH HEADER +�i rl N M 10 I. NEW 4" THK. P. GONG. SLAB w/6"x6"-10/10 W.W.M. UPON - - - - - - - PROV. HANGERS AT EA. F.J. 2. 6 MIL POLY VAPOR BARRIER UPON 3. 4" (MIN.) GRAVEL BASE I 4 3 II w O O m O -I SM/GO A-301 I I Q A 1301 C] O O II BEAM POCKET (TYP.) � PROJECT: EGRESS WINDOW WELL: 12 PROVIDE NEW EORE55 WINDOW I^IELL E COVER BY I I I PROP. v I =� " j ROCKWELL;ELITE SERIES" 44"W.X60"H. OR EQUIVALENT. 0 BASEMENT r INSTALL AS PER MAN. SPECS. I - UNFINISHED 4 KAR EN ��Q i4 cV EXIST. UNHEATED WINDOW NOTE: N �m= x BASEMENT w ® 465A S.F. 13 I. ALL NEW WINDOWS d DOOR5 SHALL BE ANDERSEN 6 N III ?� �I t 230.b S.F. L. I = 6'-11" GLG. HOT. ( ADDITION CASEMENT, DOUBLEHUN6, OR GLIDING (A5 NOTED);' u1= u :fl kk INSTALL AS PER MANU. SPEG,'S. FOR w �Iz X ® N p I I m 5U55TITUTIONS, SEE NOTE #q IN "6LA55 WINDOWS ( w X x I 3 AND DOORS" ON PACE 6-002 IF CASEMENT W UV WINDOWS - ALL CSMNT WNDWS SHALL HAVE I PROV. #5 PINNING AT 5TRAI6HT ARM HINGE WHEN ( FOUN. WALL;EMBED PINS 2.F DTILOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE = I NEW WALL ® 12" O.G. I r; m 350 R I C H M 0 N D R D 6" INTO EXISTING AND 4 5.ALL 4.SEE 6LAZI6-ool3 FOR FRAMING ELEMENTS AROU 12 13 O m PROV. 3 PINS AT FT6. iv I 3 2 SOUTHOLD - - - - - - - -ND - - - - - - - - - - - - - - - - - - WINDOWS (TYP. FOR ALL) U.O.N. EGREssNOTE: - - - - - - - - - - - - - - - - - - DRAWING TITLE: 15'-'1" IN COMPLIANCE WITH NEW YORK STATE BUILDING GODS, SECTION R310.2.1;THE FOL.LOWIN6 MEANS OF - 3�-I" PROPOSED FOUNDATION PLAN ECRE55 SHALL BE FOLLOWED: Oi I - - - 7 1A NET CLEAR OPENIN(9........... 5.1 S.F. �t NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM - - - - - - - - � , PAGE: r� a A-1002" ■ 0 woftm FROF05E17 FOUNI7AT10N PLAN DATE: 01/10/25 2 OF 8 HA5I TA5LE SFAGE; 414.1 S.E. CROSS AREA SCALE: 1/4" = I'-O" _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT i WOOD FRAME (L.G. 5%. Q WHEN APPL I GABLE) W EXISTING TO REMAIN 0 �-{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lu C6 I --I 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL Q Lo - ''"' POST FOR 4" WALLS O WOOD FRAME (L.G. 5TL.WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL p POST FOR b" WALLS), U.O.N. _ -a 0 NEW 2-HR FIRE RATED 4-J _ ` WOOD FRAME (L.G. 5TL. 0 O N Z O WHEN APPLICABLE) X CV p O O 4- 1 FLOOR PLAN, NOTES 1- O co4 DOOR NOTE: 6 FIREPLACE NOTE: -J N O Q a cu O O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT I. NEW HARDWIRED ELECTRIC FIREPLACE INSTALL ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL AS PER MANU SPEC.'S 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.NOTE DOES NOT INDICATE EACH NEW DOOR �1 PROPOSED;SEE DESIGNATIONS d DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR W WALLS, U.O.N. 5. INSTALL AS PER MANU SPEC:.'s 6.PROVIDE (2) 2"xIO" HDR., U.O.N. T. SEE PAGE 0-005 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. OSTAIR $ RAILING NOTE: I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI d MIN. 10" U Tr - RISERS SHALL BE CLOSED 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL n , NOT EXCEED THE SMALLEST BY MORE THAN i". V/ 3. HEADROOM IN STAIRWAYS SHALL BE AT LEA57 6'-8". EXIST. 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: BATHROOM 4.1. BETWEEN CLEAR HE1,5HT d HANDRAIL5: 56" MIN. 5o S.F. • �- 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: V.5" MIN. 11 x 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2-1" MIN. 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR r , OR MORE RISERS, AND WHERE SHOWN ON PLANS. EXIST. �../ 6. GUARDRAIL5 SHALL BE PROVIDED FOR OPEN-51DED BEDROOM WALKING SURFACES LOCATED MORE THAN 50" ABOVE 105 5.F. FINISHED FLOOR OR GRADE, d WHERE SHOWN ON PLANS. 1. 42" HIGH GUARDRAIL d SPINDLE SPACING NOT TO EXIST. ALLOW PA55AOE OF A 4" 0 SPHERE;56" HIGH ® ® BEDROOM 100 S.F. Q ' HANDRAIL d SPINDLE 5PA'ING NOT TO ALLOW O O PASSAGE OF A 4" 4) SPHERE. 8. 6RIPPA15LE RAIL AS PER CODE. 9. RAILING TO BE WOOD. Q OWINDOW NOTE: 3 I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). INSTALL A5 PER MANU. 5PEG.S. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; SEE DESIGNATIONS d WINDOW SCHEDULE. EXIST. 5.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS CATHEDRALA AND DOORS" ON PAGE 6-002. GEILIN6 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH v / V 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: PROPOSED 6.1. FOR ALL SKYLIGHTS d OPERABLE PANELS OF EXIST, DEN SWINGING, SLIDING, 0 BIFOLD DOORS BEDROOM 130 S.F. 6.2. WITHIN 18 OF F.F. 6.5. WITHIN 24" OF A DOOR l08 S.F. 6.4. WITHIN STAIRWAYS d WITHIN 36" OF A LANDING O to W w 6.5. WITHIN TUB/SHOWER ENCLOSURES 6.6. SEE ALSO GENERAL NOTES ON PAGE 0-002 dJ Z Z 0 O 'I. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND O Q g WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM Q (2) 2"xIO" HEADER U.O.N. O p w 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HE16HT5 I'-II" PROPOSED w Z w U LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN'72" PATIO ® a � C] F- GRADE Y ABOVE GRADE OR THE ADJACENT SURFACE AT THE - to 0 V BUILDING EXTERIOR. } 255 S.F. W 0 N EXIST. EGRESS NOTE: Il I Oo IN COMPLIANCE WITH NEW YORK STATE BUILDING CATHEDRAL GEILIN6 1\ Z O Q GORE, SECTION R310.2.1;THE FOLLOWING MEANS OF �: Zur EGRESS SHALL BE FOLLOWED: R11, _ Q w JEXIST. N N N Z NET CLEAR OPENING........... 5.15.F. BATHROOM m Z NET CLEAR HEIGHT............... 24" MINIMUM bo S.F. O O o NET CLEAR WIDTH................. 20" MINIMUM w Q U NEW FLOOR: . _ = 2 �_ 2 m w I.0 C] � J Z 0' J 0. O I. NEW ' PLYWOOD 5UBFLOOR BENEATH (GLUE d erREW); r b w O m w Ir SCREW PERIMETER OF SHEATHING 6" O.G. d 12" O.G. 0 +.m +1 PRO 'OSED 4) t I A-401 H Q w �- u. 7 INTERIOR. ® - O DECK NE y N T w m w Q w U 2.NEW FINISHED FLOOR TO MATCH EXISTING s•z g_1 2'i S.F. 2) r cV uj In > w SMOKE DETECTOR / GO DETECTOR NOTES: a 2-O" -3'-I" 6'-by" 103 IOQx6p SLDR 11 g o o Z g O O �' - O C] a0w � 5 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT .•HD - v Q V fr w SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 10 (3) IL8?5' LVL HDR HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. cV, NEW (2) RI ® MAX. '1."f5 (I ) R ® b" - aY2 - r•1 N M 2.INTERCONNECTION BETWEEN NEW d EXISTING DEVICES K ! I DN (1) T 4 IN.I 10" (13 Tr ® + 10" NEW UP SHALL NOT BE REQUIRED WHERE EXISTING ALARMS A-401 Fn I `r M IT m ARE NOT INTERCONNECTED, A5 PER NYE, R314.4. _ A-401 Q N N N 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND _ PER GENERAL ELECTRICAL NOTES ON PACE 6-002. (2) a.5 LVL 4.5MOKE / GO DETECTORS TO MAINTAIN V MIN. I_I FL. HDR _� x Q 3'-4" u II'-II" 2 � I-I G] � � C HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS A-301 I A-301 5 I 2 TRP. POST B �, PROJECT: d OPENINGS TO BATHROOMS w/SHOWER OR TUB. ® � 5. INSTALL ALL AS PER MANU. SPEC.'s 6•IIN COMPLIANCE WITH LOCALMOKE DETECTOR AND ZGODEON ONOXIDE DETECTOR z 6 5M/GO �- POST TO PROPOSED �[� RIDGE WRAP OR EAT ROOM - I(\A R E IV cv W/ Ix CLEAR `N EXIST. t OAK m ►n ADDITION KITCHEN I U 3� \, PROP. in 4J`l �D r I7o S.F. l PROP. .�Q CATHEDRAL 1 DOOR SCHEDULE O z CATHEDRAL GEILIIN6 1 °-1 GEILIN6 DOOR MATERIAL X I f I 4 s ° 350 R I C H M O N D R D FIRE O w - _ TAG DESCRIPTION MANUFACTURER RATING NOTES 1 m° �Q SOUTHOLD WIDTH HEIGHT SELF-GLO5N. TNG EXIST. I I B CONVENTIONAL1 A A �' DRAWING TITLE: 1 - POST (2) 2 a" H :2 (2)(2) "xa HDR PROPOSED FIRST FLOOR PLAN FIRST FLOOR GEI 6 POST 3 3 101 SINGLE THERMATRU 3'-O" b'-8" l HDR 102 SINGLE JELD-WEN 2'-O" b'-8" 103 SLIDER - ANDERSEN 10'-0" 2X20POSED CEDAR ° PROPOSED PAGE: LOUVERS 2X2 WOOD ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. a ►`-= LOUVERS 4X4 CEDAR POST; cV - 4X4 CEDAR POST; * SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER PROV. SIMPSON ® ® PROV. SIMP50N O_ FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER BASE CONNECTOR BASE CONNECTOR ■ WINDOW CHART r� EGRESS d ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT DATE: 01/10/25 3 OF 8 TAG TYPE MODEL # OPENING PROV. PROV. _ WIDTH REOV: 2O" AMP' PER PER _ - -------- ---- -- - -- HEIGHT REG'D:24" UNIT UNIT WIDTH HEIGHT WIDTH HEIGHT OPEN RE0'17: 5.1 5.17. -- [ ?'8' 71�,�- �7' � - -�, �--� FROPOSEI7 FIRST FLOOR FLAN (2) DOUBLE-.HUNG WDH21042. 8.fs4 �-4.Q5 B (2) DOUBLE HUNG ��_NDH24410 2'-6 V8" 5-O 2'-5 5'-0 8.28 4.-14 _ „ - -------------- v8 5i8 _ -Vail 1,455.5 S.F. HA51TAE3LE SF�4GE• 1455.5 S.F. (5RO55 AREA SCALE: I/4 - I o G-(lY PIGREf` I5�0M 2-6 V8 --- r 0 , '1/8" 5/8" " '7.01 - '4.02 D (2) PICTURE [ CUSTOM 2'-6 V8° -7/a 1 5/8" ?/8" -]FE (2) TRANSOM [ WTR3017 3'-2 V8" _ " 5 81" 5/Ib" 3.54 5.517 F (1) TRANSOM [ WTRI81-7 �[ I'-10 V8" I "V8" 5/8" V8" I."15IF 3.20 ON GLIDER [ 044 iL 4'-0" 1 `1''-O" �V4II V4II 6.00 10.00 6.00 0EI ` ERAL 5"*r��550L I\E)000' EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT CL WOOD FRAME (L.O. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) 0 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J ccSTL. WHEN APPLICABLE) M NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL al,' c � WOOD FRAME (L.O. 5TL. El POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL -O O '- P05T FOR (0" WALLS), U.O.N. - 0 NEW 2-HR FIRE RATED +-+ _ WOOD FRAME (L.O. STL. Oo O N Z O WHEN APPLICABLE) a 'cu V) c X :3 N O O O 4-+ ' � Om � � FLOOR PLAN NOTES -J N O O DOOR NOTE: OI. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 6 Q O O ON PLANS BY 'JELD-WEN' (OR '.EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OFZ EQUAL). 5.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DE WSIGNATIONS b DOOR SCHEDULE V 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALL5, U.O.N. 5. INSTALL AS PER MANU 5PEC.'s 6.PROVIDE (2) 2"xIO" HDR., U.O.N. 'T. SEE PA6E 6-005 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (T fP. FOR ALL) U.O.N. OSTAIR $ RAILING NOTE: a I. ALL NEW STAIRS SHALL HAVE MAX. 6-1/4" RI $ MIN. 10" ' Tr - RISERS SHALL BE CLOSED / n , 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS 5HALL ♦ (D NOT EXCEED THE SMALLEST BY MORE THAN J". m 5. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-5". / 4 W 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: • 4.1. BETWEEN CLEAR HEIGHT $ HANDRAILS: 56"MIN. 4.2. BELOW HANDRAIL,RAIL. ON ONE SIDE: 51.5" MIN. 4.5. BELOW HANDRAIL, RAIL.5 ON BOTH SIDE5: 21" MIN. 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR - - - - - - - U OR MORE RISERS, AND WHEFJ= SHOWN ON PLANS. 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED WALKING SURFACES LOCATED MORE THAN 50" ABOVE s FINISHED FLOOR OR GRADE, d WHERE SHOWN ON PLANS. 'I. 42" HIGH GUARDRAIL ✓E SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE;56" HIGH HANDRAIL d SPINDLE SPACINI6 NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE. `8 Q . 6RIPPABLE RAIL AS PER CODE. q. RAILING TO BE WOOD. WINDOW NOTE: O I. ALL NEW WINDOWS 4 DOORS °':HALL BE ANDERSEN CASEMENT, DOUBLE-HUNG, OR GLIDING (A5 NOTED). INSTALL AS PER MANU. SPEC.S. i 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; SEE DESIGNATIONS b WINDOW SCHEDULE. 5.FOR 5UB5TITUTION5, 5EE NOTE #a IN "GLASS WINDOWS AND DOOR5" ON PAGE 6-002. 4.ALL CASEMENT WINDOWS TO HAVE 5TRAIGHT ARM HINGE. 5. ALL DOUBLE HUNG WINDOW5 TO BE TILT WASH 6.IN GENERAL,TEMP. 6L. SHALL BE PROVIDED: 6.1. FOR ALL 5KYLIOHT5 6 OPERABLE PANELS OF 2- 2.= SWINGING, SLIDING, S BIFOLD DOORS 6.2. WITHIN 18" OF F.F. A-3G1 L2 1 6.5. WITHIN 24" OF A DOOR N W w 6.4. WITHIN 5TAIRWAY5 t WITHIN 56 OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES Z Z o O 6.6. SEE ALSO GENERAL N07E5 ON PAGE 6-002 O Q g 'i. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND 1= WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM O (a w (2) 2"XIO" HEADER U.O.N. V Z to v a.WINDOW FALL PROTECTION SHALL BE PROVIDED PER ,D w O w F= NY5 R512.2 FOR OPERABLE WINDOWS WITH SILL HEIOHT5 U1 a 1, Y Y LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-72" p U p ABOVE GRADE OR THE ADJACENT SURFACE AT THE Q w p j BUILDING EXTERIOR. O EGRE55 NOTE: Q IN COMPLIANCE WITH NEW YORK STATE BUILDING O a Q CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF N g N Z EGRESS, SHALL BE FOLLONED: w (L p Q NET CLEAR OPENIN&........... 5.77 S.F. w OZ Q w NET CLEAR HEINET CLEAR WIDTH................ 20 MINIMUM 34-5 F- Q - N V GHT.............. 24. MINIMUM 3 E E 3 w p '- -� g NEN OO : 4 1. NEW L" PLRYWODD SUBFLOOR BENEATH (GLUE d 5CREW)• N w O f- u. ZIt -i I I'-8 4-I titO c O SCREW PERIMETER OF SHEATHING 6" O.G. $ 12" O.G. 0 / z m w Q w o INTERIOR. - p > 2.NEW FINISHED FLOOR TO MATCH EXISTING in mNEW DN 14) RIf 3 �� / /I,-I„ O p a O w w OSMOKE DETECTOR / GO DETECTOR NOTES: in I 13 Tr ± lo" I tt1E A c) Q C) it w I. CONTRACTOR SHALL PROVIDE' CODE COMPLIANT A-401 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR / D 1' �- fu -i N M HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. 5 - / O m 2.INTERCONNECTION BETWEEN NEW t EXISTING DEVICES I-I \ - / 1_1 m it un SHALL NOT BE REQUIRED WHEFZE EXISTING ALARMS - 7" - - - - - - - - - / CV CN CV ARE NOT INTERCONNECTED, AS PER NY5 R514.4. 5.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND A-301 5M/GO \ 2 / N - A-301 �j O O 0 PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. \ \ / / 3 0 4.SMOKE /CO DETECTORS TO MAINTAIN 5' MIN. \ \ / / w a `i O O HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS PROJECT: $ OPENIN05 TO BATHROOMS h,/ 5HOWER OR TUB. 5. INSTALL ALL AS PER MANU. 5PEG.'s m \ m 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR i EXIST. LOFT x i IN COMPLIANCE WITH LOCAL GODS r � 124s.F. �y Q K OPEN TO BELOW ARE 1 N \ \ \ ADDITION DOOR SCHEDULE a LDooR MATERIAL / / / \ ` \ 3 350 RICHMOND RD TAG ME50RIPTION MANUFACTURER p RFIREEG NOTES / / \ \ \ SOUTHOLD in WIDTH HEIGHT I 45 MIN. RATED SELF-CLOSING / DRAWING TITLE: FIRST FLOOR PROPOSED SECOND FLOOR PLAN lol SINGLE THERMATRUU 5'-0" -b'-8"� • ��u- - -- -a:, 102 F- SINGLE JELD-W=N������ 2'-O" 6'-8" I • 1� 103 SLIVER ANDERSEN 10'-0" u�I u► o PAGE: ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL A5 PER MANU. 5PEC.'s. SEE PAGE "0-005" FOR NAILING 8 STRAPPING DETAILS. ** SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURERA-104m0l ** FINAL DIMENSIONS FOR FRAMING OF 1^IINDOW5 TO BE PROVIDED BY WINDOW MANUFACTURER PROPOSED SGOND FLOOR PLAN I WINDOW CHART 145 S.F. HA51TAE3LE SPA(f E; 145 S.F. OROSS AREA SCALE: 1/4" = I'-O" EGRE55 ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT DATE: 01/10/25 4 OF 8 TAO TYPEAMP MODEL # OPENING PROV. PROV. WIDTH REO'D: 20" ' PER PER r- HEIGHT REO'D:24" UNIT UNIT WIDTH HEIGHT WIDTH HEIGHT OPEN REOV: 5.1 5.F. 11 WDH21042� 5'-�1 4'-4 2'-II 4'-4 8.84 4A5 DOUBLE V8 A (2) HUNG r-B (2) DOUBLE HUNG WDH24410 2'-6 V8° - 5'-O 2'-5 5'-O 8.28 4.'14 -115 5/8 -1/8 G (I) PICTURE CUSTOM 2'-6 VS" �4'-4 2' S 4'-4 -l.OI 4.02 0 D (2) PICTURE ��EE CUSTOM 2'-6 V8" _JL 4 5" 5/8" -V8" E (2) TRANSOM WTR5017 3'-2 V8" 5/Ib" [ 5/8" 5/16" 5.54 5.5-7 F I TRANSOM WTRI517 I'-10 V8" I'-a I'-a 1.'15 3.20 fy,; O '1/8" 5/8" 7 'i/8" G (I) FGLIDER C44 4'-O" 4'-0" V411 V411 6.00 10.00 6.00 ELEVATION NO,rF-5 OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Q CONSTRUCTION STANDARDS ALLOWABLE HOT. PER PYRAMID LAW O 2. H.O. TO VERIFY FINAL COLOR $ MATERIAL SELECTION W BEFORE INSTALLATION LLII OALUMINUM STANDING SEAM ROOFING PANELS, Ch COLOR $ SIZE TO MATCH EXISTING Q :-' N O U) TYPICAL SIDING: 0 O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM O = O CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION O p N Z 0 0 'cc Ln � d. X � CV ® CEDAR SHAKE SIDING; COLOR. 4 51ZE TO MATCH EXISTING p O O 4-+ 2B STUCCO SIDING, COLOR TBD O m C N O ca Ln a � o ONEW 5" SEAMLESS GUTTER5 $ DOWNSPOUTS; Q r (COLOR) $ (MATERIAL) (TYP.) t�4 NEW WOOD FRAME STAIR n , I IA W O NEW GONG. PAD 8 STAIR 70 L LJ L 1 l •„�_, m II I I II �11�_ �J �I U • — LLL-L D I I I 'i — � _ -- m u 1 JLJ_L 'L_L 12 . — Li I I LLLLI�LLLE I� 10 IA I Ll �L U _ - 1 1 L J�! U11 LU L 1 1 3 1 1 L �l 11_J 1L111L 1 1 III LD 5 Ivl, �, L Q LL �;�ll_J IOI jLIJ 11_I _� I F 2 Q Lill L I jid—t I_ 0 =LLI L 1 -LLE1 Ld ;� o LL- A L-L- A _ 0 1111��_LL _I�u I� _I ILLLIL �J�._ ]J :'_1 -J1J11I -- ---I �111� L ---- J. j I LLJ LL L� L I u I --LI-L-LI ! �e�1� 'i TO �1J TO L �I�_ �ILOITILIJ-I1PROPERTY . �_I LJ� D� ULULl-IiLu-�-I-1DI L 1� Ij LINE I I I I I I I I II II I I I I I I I I III I I I I I it I I I I AVERAGE GRADE 00 w OZ Q g NORTH ELEVATION (FRONT) � �w U Z N E SCALE: 1/4" = I'-O" w O 0 Y a 1 Y N z w W Lu z_ O a z ow W J ui a a Q Z p � W 0 Q U H z ou- : g = a w w o Q LL. z 00 0 V W U W H > ALLOWABLE HOT. PER PYRAMID LAW 2 o o Z 0 w \ >U Q M U Ir w \ W ei N M a \ \ \ \ H CM 0'-) PROJECT: ` KAREN ADDITION OVERLAY FRAMING \ FROM DOTTED LINE \ OVER TO REVERSE IA I GABLE , ,A 350 RICHMOND RD SOUTHOLD l II l ` DRAWING TITLE: I I 12 PROPOSED EXTERIOR ELEVATIONS 112I �� III ILII I ! to IA II 1LU ; _l. _ !1- �11 I J,l 1 i � II —. L 1 PA GE: �� I 1 I I I I � � I0 A 0 A I li I, I I -� 3L L]i L 0 O O I O I �' j I I I - I - JL JL � I i1 - I LL �L JJ a" �I l�' l - - Li i��L�l_l_l iLti 1 I I I I DATE: 01/10/25 5 OF 8 N ( �� U—LL��I_1_ 1�11�—�1�L�J1 2 , �L 71a1LL L loll_LLLLI J1 LL_ -11 U, Ll hLLL LL 3TO l„ ILILL-1 i -1LJ O O ll- Ll� _� U-JAI LL �W LU II II I I I � I I I I II I I I I 0 PROPERTY I�IJ ILL�I I-LI�I LI 1111 L IJ I L 1�W �L�LL LINE 11 1_ -11 �. 11IL- _l NL 1_L L1 L_.-L. 11111 LLL a 4 1 J 1 L III �L liLiLiLL� -L LL L1�-�� L I 1� 1 ;1 LLB L 1� !�� Il�Ill1�11LL1 t 1 J I � 1 J�'� AVERAGE GRADE I I IIIIIIII IIIIII I IIIII II II I II I I II II I I I I — --- --- __ �l �-�L LL 1 J�_��.1 L 11-I-1-�L 11--�1-�-L-L� l � - NE57 ELEVATION (RIOSIT 51C)E) vr, SCALE: 1/4" = I'-O" ELEVATION NOTES OTYPICAL ROOFING: ALLOWABLE HOT. PER PYRAMID LAW Q I. 5EE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR # MATERIAL SELECTION \ W BEFORE INSTALLATION \ W J � OALUMINUM STANDING SEAM ROOFING PANELS, IA COLOR $ SIZE TO MATCH EX15TING \ Q 4-1 N TYPICAL SIDING: CT D O I. SEE NOTE AT BUILDING SECTION. FOR MINIMUM —CONSTRUCTION STANDARDS O — 0 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION \ �� _ BEFORE INSTALLATION \ N z 0 uo ® CEDAR HAKE 51DINO; COLOR SIZE TO MATCH \ u EX )( N 0 O O 4-+ co O m q- 2B STUCCO SIDING, COLOR TED -J N In 0 co NEW 5" SEAMLESS GUTTERS $ DOWNSPOUTS; 3 (COLOR) 8 (MATERIAL) (TYP.) O4 NEW WOOD FRAME STAIR IA IA I W 5 NEW O GONG. PAD STAIR _ 5 12l N U -I L_i L l _L_LLJ� LL LL_ � � I 2 2B LL E {i, E i 4-1 m i I I i �� 11 I I tl 771 r' " II IIIIIIII IIII IIII . --L i )� I 3 L�11_ LLB-L-L11- I_J-Ll�� U I I I �11 I ICJ ICI 1-1J�11LJLLL L Aft u �hu L l III I � loIll 111 L1�! lJ �I111_! �I i L —1L. 0 0 0 Fol -i LL TO / LIT I� I I I I I I I PROPI LINERTY Il !ILL III J—I i W_1---� LII C LLLLLI 11IL�LI4 ou 0 il Ll-iL L� AVERAGE GRADE SOUTH ELEVATION (RE ��� � �\._. Z Z o 0 W o ag 2 Q 2 w Vp Z to U w O p ~ n. I, Y Y Q Z on W w 3 w pN 8 m � ALLOWABLE HOT. PER PYRAMID LAW � 5 NZ W d n Q Z Q — N U W p UL J � m W W / U Q LL L / Z a p LLJ U W C.) w Q Z O v � p p Z 2 W V Q m V Lu m W ei N M M �F In N N N p ei O O PROJECT: KAREN - - - - - - - - - - - ADDITION LLB_L L�LJL 11 LLB I I I �j �1��I I IIII I IIJ II IJ to / L -iLl-L�LLl_ I IA LI__1111� 1 � I I � LL�1�111�1� I I ll-L1 3 50 R I C H M 0 N D R D uil LI SOUTHOLD LJJ_Lll1�LL1- I ll �u I II i I I I I s o I I I DRAWING TITLE. I 3 / PROPOSED S EXTERIOR ELEVATIONS I Pv I � I I -- � 11 Ll1_ll_111AALLLI I �11�L�1__ Ll 11_J1_I�J�11-1�_ll_ L� _ �L_L 1 I � LU 11 I I I I U�I��J�L� - ' 0 Lid----- _ 1 �L� �-iL_IL i PAGE: Q LJ ll L .1 F LL iLL 6TO PROPER TY�E 11--L Li- l AIIIIIIIIIIIIIIIII10% la L-L LiLL L _I I L � DiLL tI I -111Li1_[I I I ' 1_I U _�t LINE I LLLL Lt __ LL -i L _hill_L1_L l[ �_ - J i -- �.lLiLd Ili U L fit _11�iLLJ Ll.LJ_1LLL_JLL _1_L__1 LJ L� -LJ L�L LL�L L� �_�)�_� �__ � �L� 1�11�L1� �l i DATE: 01 10 25 �I �I �I�IIl! ICI I� �� � � � � � J I ICI JAI LEI I L1 IIII � J ,; / / 6 OF 8 AVERAGE GRADE — - �L I� LLLJ_u�-L, L-L',_l LJ-mil, 11 1 L_- - — — — - III II III w,NMOw I III II III I HELL a I III II IIII HINDOw I III II IIII - - - - - - � F EAST ELEVATION (LEFT SCE) SCALE: 1/4" = I'-a" •' BUILDING SECTION NOTES Oj NEW ROOFING NOTE (TYP.): I. INSTALL NEW ALUMINUM ROOFING PANELS 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO W 24" FROM INSIDE FACE OF STUD VIALL AND AT VALLEYS OVER EXIST. RIDGE HEIGHT 12cu 5.INSTALL ICE AND WATER SHIELD (LI.O.N.) OVER 3 ELEV. +20.q' _ 4.1/2 GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) pER p1.AN — —_ _ _ -- — — - — — — — — — — — — — — — — — _ Q 4-- N 5. GAP 5HIN6LE OVER RIDGE 3 HIPS (AS REOV) R•R• p,5 � t.f) 6.FLASH ALL VALLEYS BX�ST• 1 7. INSTALL DRIP EDGE AS REC?'D ICI )� I -T - O S.INSTALL ALL A5 PER MAW. SPEC.'S II II II I! II II II II CONNECTION 'BI' AS 4, �; (D 2 PER PAGE 6 OTYPICAL ROOF $ CEILING CONSTRUCTION: ''- i z 0 ! � NEW TOP R.R. TO TOP PLATE O � tV � • NEW ROOFING AS NOTED ' x• 1/2 GDX PLYW C:D SHEATHING (BLOKINC ® ALL PLYWD cv SEAMS) O 0 O 4- ' • R.R., G.J., d G.T. A5 NOTED ON PLANS (® SPANS OVER V INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) EXIST. LOFT O m � T_ • PROVIDE PROVIDE 7" THK. SPRAY' FOAM INSULATION F O N (R-4q ® R-WINCH) co • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES - -- --- Q O d EXIST. F.J. AS PER PLAN NEW EXTERIOR WALL CONSTRUCTION (TYP): m EXISTING SECOND FINISHED FLOOR O • "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON I= • 1/2" GDX PLYWD. 5HEATHIN6 (BLOCKING ® ALL PLYWD ELEV. +12.5' N SEAMS) UPON w W • 2"xb" STUDS ® 16" O.G. H/ DBL. TOP PLATE • MIN. R-21 BATT INSULATION ' • 5/5" GYPSUM BD. WALL FINISH O � 103 NEW SIDING NOTE (T'r F): EXIST. O I. INSTALL NEW FIBER CEMENT LAP SIDING KITCHEN ' OD. ,L VING 2."TYVEK" VENTED HOUSE WRAP (OR EQUAL)3.INSTALL ALL A5 PER MANU. SPEG.'s ROOM ! 4 0 • — 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 5 5A. IRS F N ED F OOR EXIST. F T I ISH L 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL 3 m TYPICAL FLOOR GON5TRUGTION:_ \__ �_ O I. FINISH FLOORING TO SELECT EXIST. F.J. AS PER PLAN 2. 5/4" T46 GDX PLYWD. 5UBFLOOR GLUED $ SCREWED PROP. F.J. AS PER PLAN I 5. F.J. AS NOTED ON PLANS - AT SPANS OVER V INSTALL CO EGTION 'DI' AS + 'X' BRACE ® MID5PAN I PE 1 PAGE 6-005 4. MIN. R-50 BATT INSULATION (ONLY' BETWEEN FIRST BASELINE (AVERAGE GRADE) N I NEWIF.J. FOUNDATION r ) FLOOR AND FOUNDATION) �� V 5. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTS ELEV. +O.O' - PROP. BASEMENT v z= O , --- UNFINISHED a -_EXISTING. N OI I • — 5A NEW WOOD FLOOR: ' BASMENT UNHEATED :o 7-w I 1. NEW WOOD FLOORING TO MATCH E:XI5TIN6 BASEMENT FINISHED FLOOR n T L I I Q ELEV. -4.8' ----------- I — — — — — — — — — -- — — — — — — — -- — — — — — — — — — —� - - - 5 � A-401 SEGT10N I - I/A-501 CL W W DO Z Z 0 SCALE: 1/4" = I'-O" a z z (5W C) Z (_) W O ~ O. LL Y Y to 0 W w H 0 Z O m Q z 0 w -z W J W o. V) z z p w Q U H z a E ZmWW Lit] O= 0 it a LL. M CONNECTION 'A' A5 w w > PER PAGE 6-005 0 QD Z o V NEW RIDGE U Q CL U w I ! I ri N M I I � 12 I M Rt lf) N N N Lill 0 Y P vi O 1 O A , PROJECT: _FIli 'I ° A I CONNECTION 'BI' AS e A�' ! 1 ! KA R E N PER PACE G-003 ADDITION NEW R.R. TO G.J. - ! O LLLLLLLl �_1�1i�1�_ 350 RICHMOND RD - - t 1JJJ I11 l-!►��1 - -------- � -��s�=� SOUTHOLD -- - -PROP. - -'� I- --1 y � � -------- � -- � � � ',,- I � _ � I -- -- GREAT L - �1 lI --- 4 ROOM - — 11 LL II j DRAWING TITLE: LLL � ILLiI j BUILDING SECTIONS 1 3 5 5A ---- -- - ---- ;d 1 I LU , iL i i - -- - - - -- PROP. F.J. AS PER PLAN l J L_Li. 1 fL ICJ iLl I � - _1_I�_'ul l 1 - CONNECTION DI AS - - - PAGE. PER PAGE 6-005 PROP / NEW F.J. FOUNDATION O=O F- / /� /\-/� f� �� /�_ v z BASEMENT I I '�Q N— UNFINISHED 4 I 6 X X T UNHEATED 0 1 A-401 ------ - - I lu DATE: 01/10/25 7 OF 8 — - - — — — — — — — — — — — — — - -I 5 A-401 SECTION 2-2/A-501 CL _ EXISTING TO BE DEMOLISHED WOOD NEW PART EIGHT FRAME (L.G. STL. Q 0) EXISTING TO REMAIN WHEN APPLICABLE) Lu NEW WOOD FRAME (L.G. NEW FOUNDATION WALL � cu 5TL. WHEN APPLICABLE) I/ NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V q +- cv P05T FOR 4" WALLS b7 WOOD FRAME (L.G. STL. WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUCTURAL O POST FOR 6" WALLS), U.O.N. _ }: C09 NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL. 0 0 WHEN APPLICABLE) O N O Z cu u) �C c x :3 N 0 O O 4 O m Z (� OO CD Q r- O El m — — — — — — — — — — — — — — — — — — — — — — — / 1 5- EXIST. / ROOF I I 1 J II / II U \-EXIST ROOF `♦ `EXIST. I U ROOF II �♦ i L- � � ► m 0 EXIST.ROOF I � II 62- II � II II A-501 I A-50I I m LL m m os <�ul o w o ag 4"x5" ALUM. PROP. 6"x5" 0 a 4"x5" ALUM. VDONNSPO Z N = \-EAST DOWN TO UT TYPJ GUTTER D WN DOHNTO UT w O c ROOF I SPLASH GUARD SPLASH GUARD LL �+- Y Y ® GRADE (TYP) ® GRADE (TYP) Q z w w 15'-q" II'-II" 0r W I W (4) POSTS Z O a ui m TO HDR. I m N Z � F W J m — IL - - - - - - - - - =�� - - z o � o 2" x 10" R.R.I (5) P0575 ( ABOVE R R. I Z Q _ to 0 5:12 PITCH v W o " -� ® I6 O.G. SHED 1 I IPROPU- C+i v I = w w u. 2" x 10" R.R. DORMER I I I Q O ® 16" O.G. y I PV N �D I I Z m O V WC.) -� I 5 I.75N-15" P.P. 2.OE V x I-) 2 W Q F. O V L] 2" x 10" R.R. STRONG R.R. 1p z az2 A-501 O 0 O. O W J 16" O.0 �Q' W - >U Q = UCruw OL tu V N v l�ryt7�jP cv ® m N N N EXIST. IV - - - - - DORHER� N lb (2) 1.15N1 RID 2.OE LVL dJ Q w i xI ♦ d (2) 2"x4" (2) 2"xcv O rt o 0 ►n N ?J� Nj POSTS TO I POSTS TO PROJECT: _ RIDGE (T O RIDGE I °T YP) II _ - `y�A� a W o KAREN ♦ � � N I \-EX15T �<,, A ROOF DDITION ` N (4) F15T5TOHDR. I , 2" — — — — — — — a 161, O.G. m � — - - - - - - - - - - ' - - - - - - - - - -♦NV - - — — — — — — — — — — — 350 RICHMOND RD Ei SOUTHOLD PROP. 6"x5„ 10:12 PITCH z 10:12 PITCH ALUM. GUTTER 5 N l 4 x5 ALUM. _ (-ryp) A-401 2" x 6" R.R. Q-vr 2" x 6" R.R. DOWN TOUT PROP. 6"x5" DRAWING TITLE: SPLASH GUARD ALUM. GUTTER PROPOSED STRUCTURAL PLAN ® 16" O.G. � 016110.0. ® GRADE (TYP) (TYP) 4"x5" ALUM. DOWNSPOUT z DOWN TO 5PLA5H GUARD ® GRADE (TYP) 14'-O" 4"x5" ALUM. DOWNSPOUT D DOWN TO OSPLASH GUARD ® GRADE (TYP) PAGE: s— 10 0 1 DATE: 01/10/25 8 OF 8 fi ROPOSEC-) ROOF 57RUGTURAL PLAN SCALE: 1/4" = I'-O"