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Home My WebLink About50422-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50422 Date: 3/12/2024 Permission is hereby granted to: Pi is, Nickolas 465 Burgundy Ct Southold NY 11971 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 465 Burgundy Ct, Southold SCTM # 473889 Sec/Block/Lot# 51.-3-3.14 Pursuant to application dated 2/7/2024 and approved by the Building Inspector.. To expire on 9/11/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,708.50 CO-ADDITION TO DWELLING $100.00 Total: $1,808.50 Building nspector yfrrt �a, TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 1 1971-0959 l Telephone (631) 765-1802 Fax (631) 765-9502 httos://www.soLiilloldto�vimXl()y Date Received APPLICATION FOR BUILDING PERMIT b p aw a t'Z 'n t1i r For Office Use Only a PERMIT NO, Building Inspector:,,,,, e Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,any ° ' "�°' '� Owner's Authorization form(Page 2)shall be completed. Date:2/1/2024 OWNER(S)OF PROPERTY: Name:Cathy Santis SCTM# 1000-51-3-: Project Address:465 Burgundy Court Southold NY 11971 Phone#:917-751-5978 Email:NYFIDA@VERIZON.NET Mailing Address:465 Burgundy Court Southold NY 11971 CONTACT PERSON: Name:Brooke Epperson AMP Architecture Mailing Address:P.O BOX 152 Mattituck NY 11952 Phone#:631-603-9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo AMP Architecture Mailing Address:P.O BOX 152 Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name; Mailing Address: Phone#: LEmail: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Proposed 1&2 story frame additions,proposed frame decks,proposed storm water management. $ [Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes ! ND 1 PROPERTY INFORMATION Existing use of property;%q'& � « Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes o IF YES,PROVIDE A COPY. Check Box After Reading*. The owneir/contradorldesign professional Isres blelbr alldrainage and storm waW issues as provided by chapter 266-of the'ro wrn trade, A TION is HEREBY MADE to the Building tlepa nt for the issuance of a Building Permit pursuant to the Buliding Zone ordinance of the Tobin of Southold,Suffolk,county,New York and other applicable Laws,Ordinances or Regulations,for the construction of building, addhions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all appfiable laws,ordinances,budding code, housing code and regulations and to admit arthorked Inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Gass,A misdemeanor pursuant to Section,210A5 of the New York State Penal Law. Application Submitted By(pri name): uthorized Agent []Owner Signature of Applicant: Dade: 2 s STATE OF NEW YORK) COUNTY OF D V' _) being duly sworn, deposes and says that(s)he is the applicant (Name o individual signing corlt a )above named, (S)he is the 444t7k= (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 applicatio -'AUFENANGER NOTARY PUBLIC,STATE OF NEW YORK Sworn before me this Registration No. OIA00019644 l� Qualified in Suffolk County day of rr-b'r uof-�=20 2 H Commission Expires January 9,2028 �N�ota P blic PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I residing at 1 y` W rARCHITECTURE �2" t do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owpef,s Signature Date Print Owner's Name 2 i "a'" �� _ _ _ amar,�ss+a:er rt we wn'��°`ia•�mvi®m,�'reT.°w�i niv xi.a r � - ti E... �. a 0 R w W..�«..d... .a .. - -�- � LOCATION MAP � €�..�, �•`��'" � �.�.��,a.� ....-.•�.a �ems. a� � �� ........ ........v... °x. •-. ro�. • ....-....w. F�w�a.n.r,.�.�,R A..°., v as i- -0 U .� 4-1 + • � � " =L �......,... ..,. ......�,..M»•a: .•.�......d.....w.�..-�v..y, � «_ �� . ?cam., � �� .w�°r•+ �,a-u.,.�.� :ew wow vw. o 4 71 3 t J 6 U R O U N O Y SEPTIC F.. COURT �..� 4GBBURGUNDV COURT „` •- '= F••'. ;`"`�••' # I �a,�,�ati'D i�•�.E �,MUST BE SOUTHOLD,NY 11971 N ' SHt3thN 4�Ni FINAL SURVEY +� SIN �«u.� j `NOTES ' =SITE INFORMATION Stir-FOLic COUNTYn�s,LTFi�ARThiENT APPROVAL SOEPI-AN r. 1{ �- ; H,5=REFERENCE No,R-20-0574 \._ -- SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 3 _ \ SP-101.00 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A --- SINGLE FAMILY RESIDENCE ONLY DATE 6112123 H S�EF NO R-23-0374 e.M i.aou nox we°°r m [ Abandon—M&the exiAng sanitary sYsism mvst be in t =Y =_ ,' �°• conForman-Win the Departments rap remenN �?� �- APPROVED �`�3+ ,d._t..a "a Ara^�^'�x Subm'i compistad form YJiA+M-0BD as P.00F ( ��-� - •. �, �` I FORMAXIMUM € 6 BEDROOMS + ' 0 5 10 15 50 l5 100 EXPIRES THREE YEARS FROM DATE OF APPROVAL 5[T€PLAN a rH � - � '-' 6RAPHIG SCALE SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION uul' PROPOSED FRAME DECK \x, .000- .21 a w uj co M cl� C O = � r- R0 �I FA5E <E) : i z O O N O� -QQ ,QQ PROJECT LOCATION &SCOPE co 1 . PROFOSED 1 2 STORY FRAME A1�ID I TI ONS SITE PLAN & ZONING DATA o 0 0 "OPEN SPACE B" 2• i�ROi�OS DFRAMEI7 GIGS c oN o cc 5. PROFOSEID STORM NATER MANAOEMENT a 0 L-QQ •00 GENERAL NOTES � o 2� ENERGY TABLE NOO°50'30_W - ---- -�- 415_44----------- c4 ._._r•e---�. -��..,--_�----� ,-- -_-�-- -9 STRUCTURAL DESIGN CHARTS n� \ RELOCATED ° ___-- � � FRO, IE�T DATA : O-OOP.00 HOLDOWN, ANCHOR BOLT, L- N SHED 8'xl2' EXIST.GONG.PATIO " �� STRAPPING, & NAILING DETAILS O PLAT. O N EXIST. I.G. ""- / �� PROJECT / ZONING DATA FASTENING SCHEDULE 70 \� POOL 20 x40 1 /.�� TAX MAP # l000-51-3-30.14 -QQ�-,QQ FRAMING GRAPHICS `J ' - �� E 1ST. SHED TO POOL Gp,R P� QJ' nn ` AD DECK I IITION ADDITION PRO MOVED;IP. ' ,/ �� ZONING DISTRICT A-80 (AS PER FILED MAP) BEAM CONNECTION PATTERNS W M EXIST. FRAME DECK IO-xla'' ��L �/ LOT AREA O.g ACRES FIREBLOCKING DETAILS 4'J W &O' REAR YARD SETBACK -_ DECK -- L-_-_ _ _- SHE -_ ��-- /ib.o ;�>Ixb Plop.- ,%� ,/ Cofo - I FAMILY DWELLING W/ • 0� Q •QQ PROPOSED DEMOLITION PLANS v j/i a"1.6' r I �t BATE RELOC. p� AT-ACHED GARAGE 4 2 OPEN NO. Z-2330G 25A c� PENCE /'/ PORCHES r l STORY j ry /, V EXIST. 2 STORY - ADDITION/� �vw �� GofO - I.G. POOL W/ FENCE NO. Z-33gg1 c°v FRAME HOUSE a'S' 4 GARAGE / /jo GOfo - DECK ADDITION NO. 37323 A- 102 .00 PROPOSED FOUNDATION PLAN < • F 4' '0 215' I �/O� FEMA FLOOD ZONE X nn 11 /- / D am W 6 �� I �' ' t:tlo \11) WETLANDS DISTRICT N/A \% co \ C FPG MA RY WALK i Gj� �'C O \. ✓�� STORY DEG DISTRICT N/A A- 105.00 PROPOSED FIRST FLOOR PLAN lAm ADDITION %\ SUFFOLK COUNTY HD APPROVAL RIO-614-23 Op HABITABLE SPACE EXISTING PROPOSEDQ�..QQ PROPOSED SECOND FLOOR PLAN /.� OO �� BASEMENT AREA O S.F. O S.F. �/ L='i3.23 FIRST FLOOR AREA 1,27g S.F. 2,01'14 S.F. SECOND FLOOR AREA 1,251 S.F. 1,155 S.F. -2O I •QQ PROPOSED EXTERIOR ELEVATIONS TO-AL BEDROOM COUNT 3 3 J 0 U LOT COVERAGE � -202.00 PROPOSED EXTERIOR ELEVATIONS ), SITE LAYOUT NOTES: DESCRIPTION (FOOTPRINT) AREA j % LOT Q I. THIS IS AN ARCHITECT'S SITE PLAN Q 15 COVERAGE SUBJECT TO VERIFICATION BY A LICENSED Z SURVEYOR. THE INFORMATION TOTAL LOT AREA 40,001.0 S.F. DRAINAGE SYSTEM CALCULATIONS ADDITION ONLY): J PROP. ROOF AREA = 1 REPRESENTED ON THIS SITE PLAN 15 TO THE -�Q 1 •QQ BUILDING SECTIONS 1,518 Scj,. Ft. X 0.I'1= 255.06 1" 5<�. Ft. � ARCHITECT'S BEST OF KNOWLEDGE. EXISTING 2 STORY HOUSE t GAR. 1,144.0 S.F. 4.490 , 2"/42.2= 6.1 VERTICAL FT. OF 8' DIA POOL REQUIRED Q' 2. SURVEY INFORMATION WAS OBTAINED EXISTING DECK 431.0 S.F. 1.190 PROVIDE (2) 8'(P X 4' DEEP DRYWELLS J FROM A SURVEY DATED JANUARY b, 2015 (� AND PREPARED BY: DECK ADDITION 58.0 S.F. 0.1% DRAINAGE SYSTEM INSTALLATION NOTES: BARRETT BONAGGI $ VAN WEELE, PG A-40 1 .00 DESIGN DETAILS • A MINIMUM OF 10' SEPARA.TION IS REQUIRED BETWEEN DRYWELLS Q 1-75A COMMERCE DRIVE MODIFIED COVERED PORCH 50.0 S.F. 0.190 WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC, HAUPPAUGE N.Y. II755 EXISTING I.G. POOL 800.0 S.F. 2.Olo Z COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE TELEPHONE: (631) 435 IIII w EDGE OF ALL FOUNDATION WALLS n A MINIMUM OF 5' SEPARATION 15 REQUIRED BETWEEN DRYWELLS RELOCATED SHED gb.0 S.F. 0.29b g • v CONCRETE SLABS AND PROPERTY LINES n, PROPOSED ADDITION I,5111.1 S.F. 3.5 o GG • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL p J- 1 0 ,OQ PROPOSED STRUCTURAL PLANS - TOTAL AREA OF ALL STRUCTURES 46016.11 S.F. II.11Y "MAXIMUM LOT COVERAGE ALLOWED - 2090 DRYWELL/DRAINAGE STRUCTURE NOTE: , A MINIMUM 10' SEPARATION 15 REQUIRED �0 9, REQUIRED SETBACKS - MAIN BUILDING_ G PROPOSED STRUCTURAL PLANS o BETWEEN WATER SERVICE - S- I O 2 .O O LINE/LATERALS/MA I NS/SEPTI G/LEACHING /SEWER AND THE EDGE OF ALL STORMWATER REQUIRED EXIST. PROPOSED COMPLIES DRAINAGE LEACHING STRUCTURES C PROJECT: LEADER NOTE: < $ FRONT YARD 50.0' S1.2' 51.2' YES •00 PROPOSED STRUCTURAL PLANS SANTIS CONNECT ALL LEADERS GOM I NG FROM � A D D I I GUTTERS TO NEAREST DRYWELL. T H SIDE YARD TN 20.0' 55.51 31.8' YES O BOTH SIDE YARDS 40.0' 8-I.8' bg.8' YES 65.3' bo.o' S- I O�.00 PROPOSED STRUCTURAL PLANS SITE FLAN .� REAR YARD bo.o' YES 465 BURGUNDY COURT SCALE: 1" = 30'-0" SOUTHOLD, NY 11971 DWV/ WATER SUPPLY RISER DRAWING TITLE: PROJECT LOCATION & SCOPE SITE PLAN & ZONING DATA 130 I PAGE: 6 µ AVE G-00loOO il BVRGANoy DATE: 02/05/24 1 OF 17 �N Ci , qQ 5 0 SUBJECT PROPERTY d � � } G. k 1 .4Sf L.00ATION MAP SCALE: NTS NOTE5 $ 5f=EG 1 F I GAT1 ON5 CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY l" E35RE Y I AT I O I S IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUOL.A5 FIR LARCH #2 4 BETTER (Fb = &75) UNLESS THE PROVISIONS OF TH15 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY AL_ DIMENSIONS OF EXISTING FOUNDATION AS IT OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE T06ET+1ER AT ALL TIMES. IT IS ALSO THE GONTRAG'TOR'S RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF BD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK �-- D_ 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. B� J BASE FLOOD ELEVATION INT. I, INTERIOR 8' MIN. FOUNDATION EXPOSURE. A6ENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR I ___ a GENERAL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501L BLDG. BUILDING 1 K KIPS (1000 LBS) 0 I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT ____ Lu PROVIDE SILL SEALAN5ULATION. SIZE OF SILL TO BE (2) 2"x6", UNLESS (1) Vxb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. , BM _ BEAM MANU. SPEG.'s MANUFACTURER'S SPECIFICATIONSLu APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. GOUNGIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS J co 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLE55 B.O. BOTTOM OF MAX. MAXIMUM < .(y) ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATICN OF EXISTING 4. AT FLUSH FRAMING USE 16 6ACE METAL JOISTS HANGERS BY TEGO OR OTHERWISE NOTED _.__" t (V STRUCTURE/SITE SHALL BE FIELD VERIFY°D BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, �BOT. BOTTOM MEGH. MECHANICAL O V) PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. 07 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL r- 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 AGAINST FOUNDATION WALLS B.O.W. BOTTOM OF WALL MIN. 7I MINIMUM AND AUTHORITIES HAVING JURISDICTION. 51 - � RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL I TIER OF FRAMING IS IN PLACE. G.J. ( CEILING J015T NAVD55 I NORTH AMERIGAN VERTICAL DATUM OF 1988 �+-� CO 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, L 4. ALL UNNOTED OR NON-VISIBLE EASEM,_NTS ARE THE RESPONSIBILITY Z C) U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, T. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. O O N OF THE OWNER/BUILDER COL. COLUMN NYC, BG NEW PORK CITY BUILDING CODE INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED a. 'cu Ln � � 7. ALL BEAM5, 61RDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AOENGY 6. ALL OPENIN65 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED >1 c r- V ,-. 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. GONT. CONTINUOUS O.G. ON CENTER SHALL BE CLARIFIED WITH THE ARGHITEC:T/EN6INEER BEFORE PROCEEDING _ C G X N WITH THE WORK. 8. MIN. HEADER TO BE (2) 2"xl0" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBE. DOUBLE OGG. OCCUPANCY' � � 0 '� C� 6RADEMARK SHALL INCLUDE AN EASILY DI5TINCUI5HABLE MARK OR 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. m +, (• 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING A6ENGY WHICH COMPLIES WITH THE P N p co a--� � 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. EQUIREMENT5 OF U.S. DEPARTMENT OF COMMERCE P520-99. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION PBFE RELIMINARY BASE FLOOD ELEVATION � UNLESS APPROVED BY THE ARGHITEGT/ENGINEER. DAYS OF 4,000 P.5.1., U.O.N. � � 2: � 10. ALL EXTERIOR SHEATHING SHALL BE NAILED A5 PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. _ DIMENSION P. GONG. POURED CONCRETE Q 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-005. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 190.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLA55 TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING ROOF AND IS OF CDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK 1JOI5T5 PL. PLATE 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN PLYW APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACH I D. PLYWOOD 9 WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM M5055. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE ELEV. ELEVATION P.T. � PRESSURE TREATED II. SUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - NAILINO AS PER FA5TENIN6 SCHEDULE ON PACE 6-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (5) 50. FT. -� L_ 10.CERTIFICATES, ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT RE62'D REQUIRED GERIFIGATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH DOCUMENT, HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EX15T. EXISTING RI R15ER AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM 4� 70 PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. � i • 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THEF WORK AND I5 ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF .A.I. FRESH AIR .R.INTAKE R ROOF RAFTER. RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' CR05S BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES FAR FLOOR AREA RATIO �STL. STEEL EXCEED 8'-O" AND AT EVERY 8'-O". 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITEGT/ENOINEER. NO m 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE 'S SET FORTH IN THE MANUFACTURER CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.Y. FRESH AIR VENT 5.V. SMART VENT "i 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-003. I.S. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 1-1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ce W • TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. FF FINISHED FLOOR TBD TO BE DETERMINED RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 0L.A55 AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 60VERNIN6 BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS BROOM GLEAN. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DEVON STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DE516N DRANINCS, WHERE EVER APPLICABLE. 1 15. THE CONTRACTOR SHALL CARRY WORKMAN'S OOMPEN5A-ION AND GENERAL 11. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A F.J. -� FLOOR JOISTS T `J HK. THICK c LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES AND ORDINANCES. Ia. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 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 GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM G36 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6 SPAN. WALLBOARD, ASTM 05-7 SPECIFICATION FOR GYPSUM LATH, OR ASTM C'19 CONCRETE SLABS TO HAVE lox(, IO/10 WELDED WIRE REINFORCING. FRGE FLOOD RE515TANT CONSTRUCTION ELEVATION I Tr I TREAD i E ^ THE 5U NT 8-CORACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR 6YP5UM 5HEATHIN6 BOARD. v COMPLETION OF PROJECT. 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME I TYP. I TYPICAL n` 1-1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AS PER PAGE 6-003. 1."I. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN 50LID $ SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" - VJ MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP E 3'-O" BELOW GRADE. FRPR. FIREPROOF U.D.N. UNLE55 OTHERWISE NOTED Q ARGHITEOVENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. AGAINST ALL CLAIMS, DAMA6E5, LOSSES AND EXPENSES, INGLUDIN6 ACCORDDANGE W/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING VERT. 1 VERTICAL ATTORNEYS FEES ARISING OUT OF OR Ri=5ULTIN6 FROM THE PERFORMANCE OF TREAT LUMBER W/ COPPER NAPTHENAT'E WHICH SHALL CONTAIN 2% COPPER 1.6 STRUCTURAL PANELS: 6LA55 WINDOWS AND DOORS THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD I. ALL GLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. GYP. BD. GYPSUM BOARD I V.I.F. VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER H.D. HOLD DOWN w/ WITH ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (5) 15 CAU5ED IN MANUFACTURER SUCH AS: HANOER5, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND CLEARANCES ARE PROVIDED. WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.5. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER �WD. I WOOD CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 3. ALL SLIDING 6LA55 DOORS,SKYLIGHTS, AND ANY GLASS UNIT INSTALLED WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE WITHIN 18 OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. UNLESS OTHERWISE NOTED. HNGR HANGER j ZR I ZONING RESOLUTION BE LIABLE RECARDLE55 OF WHETHER OR NOT IT I5 CAUSED IN PART BY A A. TRUSS J015T MGMILLIAN 1.9E MIGROLAM HOR. HORIZONTAL I PARTY INDEMNIFIED HEREUNDER. B. 6EORGIA PACIFIC 2.OE 6-P LAM 1.b.2. ORIENTED-STRANDD BOARD (05B), NAFERBOAR ORIENTED-STRAND 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ____ 15. ALL MATERIALS, ASSEMBLIES, AND ME=THOM OF CONSTRUCTION INGLUDIN6 PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET MANUFACTURER'S SPECIFICATIONS, i BUT NOT LIMITED TO FORM-WORK, BLOCK WORK, FRAMING, NAILING, PLACING A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY INSULATION I O I O I �� OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ENERGY CONSERVATION CONSTRUCTION CODE. APPLICABLE CODES AND GOOD PRACTIOE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE C70VERNINO BUILDING CODE, 6. PROVIDE FLASHING PANS UNDER ALL 51_IDIN6 6LA55 DOORS, WINDOWS, OR AUTHORIZATION OF THE ARGHITEGT/ENOIIVEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURERS 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6 OF AN EXTERIOR SURFACE. i 11 PROPOSED DESIGN GODS: PRESGRIPTI�E 1lf�LUE CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY COMPONENT 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL YALUF- G 1 TATI ON (PER 2020 NY5E000) GOMPL I ES NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL Le8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 5. ALL GLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 - RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A94.1 CELLULOSIC SHOULD BE 6UARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEAR5. 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK U-VALUE = 0.25 MAX. U-VALUE = 0.32 EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM C208 STANDARD SPECIFICATION FOR WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.30 GFM/SF YES IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER IN5ULATIN6 BOARD. 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH AIR LEAKAGE = 0.50 GFM/SF PER R402.4.5 $ TABLE R402.1.4 - CLIMATE ZONE 4 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGE5. ANOTHER WINDOW MANUFACTURER,'IT 15 THE RESPONSIBILITY OF THE SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.5.5. 5TRUGTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENT5 OF U.S. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE MIN. R-VALUE = 49 ' 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD i CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DEVON PRESSURE, CEILING R-VALUE R-49 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED ASAIN5T ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION REQUIREMENTS. -- -- UNAUTHORIZED USE UNDER FEDERAL LAW BY THE AROHITECTURAL WORKS OF THE HOLE SHALL NOT BE OL05ER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. MIN. R-VALUE = 30 COPYRIGHT PROTECTION ACT OF 1990 (ANGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GR055-5ECTION. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN 5TAIRWAY5 SHALL BE FULL HEIGHT OF UNCOMPRESSED INSULATION TO 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL TEMPERED CLASS. CEILING R-VALUE EXTEND OVER THE WALL TOP PLATE AT EAVES; 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. (WITHOUT ATTIC 5PAGE5) R-50 FOAM INSULATION GEILIN6 AREA SHALL BE LIMITED TO 500 S.F. OR YES GENERAL WIND PROTECTION CONNECTION NOTES_ CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. 20% OF TOTAL INSULATED GEILIN6 AREA, ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 0-005 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOL75: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE I WHICHEVER IS LESS. CONSTRUCTION;SSTD 10-99 AND 2015 SE30 HIGH WIND EDITION WOOD FRAME SPECIFIES THE REOV NAILING FOR THE SHEATHING (ANY NAILING MI551LE TEST OF A5TM E1996 AND A5TM E1556 A5 MODIFIED BY 2020 NY5 BC12 CONSTRUCTION SPEGIFIGATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTE1�11NG HEX BOLTS AND SCREWS (INCH SERIES). SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET PER R402.2.2 8 TABLE R402.1.2 - CLIMATE ZONE 4 W I. A CONTINUOUS LOAD PATH BETWEEN 'FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAC 5GREW5 OR LA6 BOLTS SHALL COMPLY WITH ANSI/ THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR 2 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. ANSI/DASMA 115. EXTERIOR (2"xb") WOOD 2" FOAM W/ R-13 BATT TOTAL R-2T MIN. R-VALUE = 20 (CAVITY) 2 SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEC.s). ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). YES HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDYFLOOR PLANS. FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 v 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL 2.2.3. TRUSS METAL REOUI M PLATES: TRUSS METAL CONNECTOR PLATES BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN A THICKNESS OF NOT LESS THAN �" AND A SPAN OF NOT MORE THAN 8' SHALL MIN R-VALUE = IQ WOOD P05TIN6 TO BE BLOCKED 50LID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND FLOOR R-VALUE R-50 BATT INSULATION YES m TREATED WOOD E FLA511IN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE PER TABLE R402.1.2 - CLIMATE ZONE 4 3. METAL PLATES, CONNECTORS, 5CREY,15, BOLTS AND NAILS EXPOSED WALL w/ STEEL SHIMS B A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS - I DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE W/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE COMPLIANCE STATEMENT: ui AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPEGIFIGATIONS ARE IN Q EXIST. WALLS 8 12 LONG HOOKED BOLTS 0 NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND PO5TIN6 ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (a MINI. 16" 6A6E ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. o SHEATHING AND SIDING, FRAMING AN..HORS OR CONNECTORS SHALL BE 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 ON THE BUILDING. PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS,HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING CODE AND ANY AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEARNALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE W/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S PLUMBING TABLE R501 .1 PROJECT: STANDARD 5HEAR4,4ALL HARDWARE (w/ NOTED VALUES) $ ANCHOR BOLTS, CODE EVALUATION REPORTS. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) CLIMATIC 4 GEOGRAPHIC DE51ON CRITERIA 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP CAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH A5TM F 166-7 STANDARD SYSTEMS TO NY5 PLUMBING CODE AND NYS DEC RE6ULATION5. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS RAFTERS EXCEPT WHERE COLLAR TIES OF I xb OR 2'x4 LUMBER 15 w/6 RISE $ W/ (2) /4 O BOLTS THROUGH CENTER LINE OF VERTICAL L.EOSSANTIS LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. GROUND SNOW LOAD 25 LBS 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. RAFTERS. 2.2.6. PNEUMATIC, NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES A HATER PIPN ALLOWABLE ADDITION SHALL MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING CODE 3. ALL TIG TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 150 MPH 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE AND AT BASE OF VERTICAL WASTE PIPES. MANUFACTURER'S CODE EVALUATION REPORTS. 4. USE 4 CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8 PER EXPOSURE CATEGORY B '1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY �� RAFTERS HAVING SLOPES GREATER THEN 3/12 16" WITHIN 4' OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES FOOT. L/I80 2.2.T. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME S I8.6.1 W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS 1. ALL SLOPED ROOFING 5HINOLES SHALL BE GAF-CLASS-A ASPHALT ROOFING HOODSCREWS (INCH SERIES). SEISMIC DESIGN CATEGORY B 465 BURGUNDY COURT b. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SHINGLES OR APPROVED EQUAL. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER _ 2 DISH WASHER.........................................2" SEVERE INTERIOR WALLS d PARTITIONS III WEATHERIN6 SOUTHOLD NY 11971 N OF I" AND 3"x3"x�" WASHERS. A MINUM OF ONE ANCHOR BOLT SHALL BE 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTI-IE"15E MECHANICAL CONNECTIONS: KITCHEN SINK........................................ PROVIDED WITHIN 6 TO 12 INGHE5 OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE - LAVATORY...............................................2" FLOORS $ PLASTERED GEILIN65 L/860 FOUNDATIONS. ANCHOR BOLTS SHALL EMBEDMENT OF '1" IN CONGRETE/MASONRY AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL I. ALL MECHANICAL CONNECTIONS AN SPECIFIED O SIMPSON MAY BE - SHONER/TUB 2" FROST LINE DEPTH 3'-O"BOLTS SHALL HAVE A MINIMUM EMBE �� SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. BE LOCATED WITHIN 12 OR CORNERS LINE. $ 24 FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. - TOILET........................................................5" DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. - LAUNDRY .................................................2" ALL OTHER STRUCTURAL MEMBERS L/240 B. PROVIDE FLA5HIN CONSTRUCTION. 6 NECESSARY FOR WATER TIGHT AND WEATHERPROOF 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED - FLOOR DRAIN..........................................5" TERMITE MODERATE TO HEAVY GENERAL NOTES BY SIMPSON MANUFACTURER. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES CODES AND REFERENCE STANDARD: I 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 6. ALL SYSTEMS TO HAVE ONE 3 MAIN VENT STACK AND INCREASED TO 4 ENERGY TABLE 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS THROUGH ROOF. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK SPECIFICATIONS. INDICATED IN SIMPSON PRODUCT LITERATURE. THERE MAY BE SEVERAL EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 STRUCTURAL DESIGN CHARTS STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON" PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN STATE ENERGY CONSERVATION GONSTRLIGTION GORE. 5. NAILING OF ROOFING SHALL BE TO GORE. DRAIN GOOKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 6. CORROSION RESISTANT II CAGE ROOFING NAILS AND Ib GAGE STAPLES ARE `. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED PROTECTION. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF PERMITTED b. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER WITH BACK FLOW PROTECTION. PAGE: CONSTRUCTION MANUAL BY THE AMERIGAN FOREST $ PAPER ASSOCIATION -1, PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. STRUCTURAL DESION LOADS (AFSPA) AMERIGAN WOOD COUNCIL (ANC'). 2:12 PITCHES TO 4:12 PITCHES b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER a• THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 5. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 5PECIFICATION5 OF THE PRODUCT BEING INSTALLED HEALTH DEPARTMENT STANDARDS AND REOULATION5. G-OO2OO PLUMBING CODE. THE SEALANT TO UPLIFT FORGES USING A5TM D 6551. '1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR USE L11/E LOAD DEAD LOAD ■ 4. ALL MECHANICAL WORK SHALL TO CONGEALMENT OF PLUMBING.CONFORM TO THE 2020 NEW YORK STATE ARCHITECT EXTERIOR BALCONIES 40 psf 15 psf MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. 8. ALL CONNECTORS SPECIFIED AS ASIMPSON TOP MOUNTED BEAM II. NOTCHING AND BORING OF STUDS,JOISTS, RAFTERS AS PER BUILDING CODE.5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC HANGER SHALL BE ALLOW NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTEDED TO BE SUBSTITUTED WITH A TOP MOUNTED NOR ANY POTENTIAL DAMAGE THEREOF. DECKS 40 psf 15 psf DATE: 02/05/24 2 OF 17 CODE, NFPA'70 AND 2020 NEW YORK STATE ENERGY CONSERVATION OYP5UM WALL BOARD BEAM HA 16ER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. CONSTRUCTION CODE. 1. CYP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT ELECTRICAL: PA55ANGER VEHICLE GARAGES 50 psf AS PER PLAN COMPOUND METHOD. INSULATION 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED TO 201-7 NATIONAL ELECTRIC CODE, NFPA -10 AND 2020 NEW YORK STATE ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 sf 15 sf 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. ENERGY CONSERVATION CONSTRUCTION CODE. p p OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE FOIL TO BE PLACED TOWARD WARM SIDE. DEEMED APPLICABLE. ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 sf I 15 sf 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON p I P ob 51TE WORK 2. PROVIDE 2 R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION ��D� � I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND HALLS WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY COMPLETION OF WORK. «�_ (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf �� Ivy 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING FOUNDATION WATERPROOFING. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: �, � - GENERALLY, VERIFY OR PROVIDE HARD WIRED s• RECEIVE CLARIFICATION FROM ARCH]TEC',T/ENCINEER PRIOR TO PROCEEDING. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTAILL SMOKE DETECTORS w/BATTERY BACK-UP IN: SLEEPING Rooms 30 psf 15 psf ;4' r: °;�;";'��t°^ q CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: �; :. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN05. - 9" R-50 FOR FLAT GEILIN65 A. EACH SLEEPING ROOM STAIRS 40 psf 15 psf `)i STOCKPILE TOPSOIL OBTAINED FROM 5TRIPPIN6 DRIVEWAY AND BUILDING 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE - 8.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65 v '" g - ' GUARDRAILS AND HANDRAILS 200 sf 15 sf �' I, II 11 J 4 j �' - ,. ` ,.. SITE. STOCKPILE ALL EXCAVATED MATERIALS. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS - 3.5 R-15 FOR 2 x4 WALL CONSTRUCTION B. OUTSIDE OF EACH SEPARATE SLEEPING ' t ; ':�;� s TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION " "" ,? / AREA IN THE IMMEDIATE VICINITY OF p P 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE - 5.25 R-21 FOR FLOORS { THE BEDROOMS (GENERALLY THE HALLWAY) ''; ;�"��'`�y:Z-; 5 '' / tii ks..a `•� �: ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE S. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND p��. ' 6'` '"'; FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ALL OPENINGS. 12 psf FOR ATTIC a�'jsct�', 11 �1�tv . G. EVERY LEVEL OF DNELLIN6 ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR LATH. C,::.IS%?, 5. PROTECT TREES WITHIN E16HT FEET OF THE BUILDING. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE C-003. MECHANICAL, FUEL 6A5: (BASMENT, FIRST FLOOR, s SECOND FLOOR, ETC) r I. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/ THE NY5 MECHANICAL CODE AND FUEL 6A5 CODE *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH A50E "T-Ib MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES HOL rD)ONN DETA I L-S TYF I GAL_ NA I L_ I NC/STRAFF I NC REOU I REMENTS FOR FASTENING SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL_ I FT, SHEAR/ LATERAL. N I ND RESISTANCE NOTE: TH15 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS a. SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PACE G-003 FOR STRAPPING AND NAILING REQUIREMENT5, Q AND ROUGH OPENING FRAMING REQUIREMENTS) I:)ALL STRAPPING TO BE IY4"x 20 GAUGE -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE w *U5E IOd NAIL5 IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (50HEDULE AS PER AWC 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J I cc HOLDO'�!N 'A' HOLDONN 'B' FASTENER SPEC. FASTENER GONNEGTION A NA I L. I NC G R I D DESCRIPTION AND QUANTITY SPACING 0 LO FOR NEW $ EXIST. FOUNDATIONS \ry ROOF GE I L I NO FRAM I NC '� 0 I.DIMS ARE ALL MIN.#'s BASED ON USE OF ONLY A I6d (9 ENDWALL „„-„-"""" COMMON NAIL w/o PREBORED HOLES. s. ENDWALL RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER RAFTER z 0 (5) 2x FULL (5) 2x FULL CORNER STUD " �" 2 2.WOOD 15 ASSUMED TO BE D,F,#2 d BTR. IN DRY USE N I „.„�- - '" AT RAFTER TO RIDGE a HEIGHT STUD HEIGHT 5TUD CONNECTED TO R.R• 2" iv SERVICE �(u d' CORNER STUD TRANSFER SHEAR CONNECTION: GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER J015T � L) CONNECTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL O � X � CV TRANSFER SHEAR "SIMPSON" HDQB I CIE ry (EVIDENT DURING INITIAL INSTALLATION) PRE BORE THE NAIL O O d-+ 3 8 d COMMON ' ' ' ' ry HOLES,SET NEW MEMBER. GEILIN6 J015T TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-003 EACH LAP Cfl FOR STRAP - . 0 m � r- HOLDOWN ANCHOR ® 2-I6d COMMON . . , -O 2-I6d COMMON NAILS ® EA. END OF STRAP. „ LOCATIONS NOTED NAIL5 ® b O.G. 4 • • • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED N (0 NAILS ® 6 O.G. $ ON PLANS 10" O.G. IF BLOCKED „ I GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) q-Ibd COMMON EACH LAP C O O cc 10" O.G. IF BLOCKED CORNER POST t"'^. FOR ROOF SLOPES UNDER 5:12 WITH ?° • • 5,SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO Q r-- a G CORNER POST `"• ., TIGHTLY BOND THE END OF THE NAIL TO A 910° ANGLE SEE ROOF SPANS OF 24 OR GREATER, COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE "'"'•-...,,"•� GRAPHIC BELOW) USE 4 8 d COMMON NAILS"SIMPSON" HDQB ��"` USE END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END HOLDOWN ANCHOR SECTION 12.4-PLACEMENT OF NAILS 3 SPIKES 8 TABLE LOCATIONS NOTED 74 - -TH SLOPES OF 5:12 AND GREATER. GR 4-I.ON PLANS ° RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH ENDa CONNECTION BI B2 AT RAFTER TO TOP PLATE TO STUDHOEDOWN INSTALLATION OPTIONS: • CONNECTION: NALL FRAMINGFOR NEW P. GONG. FOUND.'s .-~'" FOR STRAP - 3 8 d COMMON NAILS ® B2::f_ "-•"" „„ TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON I PER FOOTHOEDOWN CAST IN PLACE w/ i/B THREADED ROD EA. END OF STRAP: . • U• • TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON J015TS - EA. SIDE WHEN IN TOWN OF ISLIP OR NAILINGFOR EXIST. P. GONG. OR NEWLY CURRED FOUND.'s • • s� 1•7/5"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOS ! GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET (H16H STREN EPDXY ---� B� • • 1! MAX. NAILING GRID ABOVE UTILIZE n / • • STUD TO STUD (PAGE-NAIL) 2-Ibd COMMON 24" O.C. M ° -40° USE "SIMPSON" # „•' I 1 1 ADHESIVE 4 FOR TEMP.s O F F 51MP5ON H2A OR EQUAL RAFTER TIE ), MP50 AT 1 ( ) (H16H STRENGTH ACRYLIC ADHESIVE) `" HEADER TO HEADER (PAGE-NAIL) Ibd COMMON I6" O.G. ALONG EDGES • FOR TOENAILING - 5 8 d COMMON NAILS ... -�-- FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME . TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN CONNECTION "' ~^-. " FOR G.J. TO R.R. - 01 I6 d COMMON NAILS w/7/8"� THREADED ROD REQUIREMENTS FOR •••...„_,„,„••,""-....._ BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-I6d COMMON I�2 PER FOOT RAISED C.J.'s (WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) APPLICABLE) FOR EA. PLATE TO STUD ABOVE � OR BELOW HOL.DONN 'C' HOLDONN 'D' COMMON NAILS FOR G.J. TO G.J. - Ol 16 d COMMON NAILS FLOOR FRAM I NC FOR NEW $ EXIST. FOUNDATIONS FOR NEWLY POURED CONNECTION GI 02 • JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-8d COMMON PER JOIST (� , FOUNDATION ® ONE STORY ONLY ; W (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END HEIGHT 5TUD"-, CORNER STUD CONNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQB (3) 2x FULL .•-°''"•„ : ° BLOCKING TO SILL or HOLDOWN ANCHOR ® 2-I6d COMMON HE16HT STUD "„"•-„ • TO STUD CONNECTION: 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6 O.G. 4 ° TOP PLATE (TOE-NAIL) ON PLANSO.G.O. IF BLOCKED CORNER POST G I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST NAIL5 ® EA. END OF STRAP J015T ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER J015T ° FOR EA. PLATE TO STUD ABOVE $ OR 2-I6d G N NAILS ® O. BELOW - 2 16 d COMMON NAIL5 " - I SAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST N11 BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT ° a ROOF 5HEA7H I NG STRUCTURAL PANELS: SOLID INTERIOR ZONE Sd COMMON 6" EDGE / 12" FIELD "SIMPSON" 57 D14RJ CONNECTION DI D2 BLOCKING PERIMETER EDGE ZONE s bd COMMON 6" EDGE / 6" FIELD HOLDOWN INSTALLATION OPTIONS: ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS W/ 5d COMMON 4" O.G. UP TO q" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s „.•-••••""""• HOLDOWN CAST IN PLACE w/7/6"� THREADED ROD • FOR EXIST. P. GONG. OR NEWLY' CURRED FOUND.'s "-., AT STUD TO FLOOR ASSEMBLY TO SILL CE I L I NC SHEATH I NC 'I/6"O THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLA7E(5) CONNECTION: D2 CONCRETE w/ "SIMP5ON" SET (HIGH STRENGTH EPDXY 0 IF/2ROMIN -- ~„--~- GYPSUM WALLBOARD FROM COOLERS 7" EDGE / 10" FIELD ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE 'SIMPSON" AT CORNER (HIGH STRENGTH ACRYLIC ADHESIVE) - FOR STRAP - 3 8 d COMMON NAILS ® EA. I ' SPECIFIED ON D I �"`"-'• „ ° ' END OF STRAP (WRAP STRAP UNDER SILL PLJ �' NALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK). TYP. FOUND. NOTE •., • FILL TOP 2 COURSES 50LID B CAST IN PLACE HOLDOWN 0 FOR EA. PLATE TO STUD ABOVE $ OR BELOW - w/'7/8"m THREADED ROD d COMMON NAILS N 6" EDGE / 12" FIELD STRUCTURAL PANELS ad COMMON ° ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD Sd COOLERS 7" EDGE / 10" FIELD STRAP w/(5) H 4 ° FLOOR CCNNECTION W/ # LPT4 SIMPSON (OR ---• ----• 8d NAILS® EA.END z N L. I NC/STRAFF I NC C9 V�I NDOJ�I/DOOR HEADER STANDARD/ALTERNATE EGtUAL) ® PLATFORM TO SILL PLATES ``""^-. " OF EA.STRAP R EA.J015T-(FOR FLOOR SHEATH I NC (SUBFLOOR) o ALTERNATE USE SIMPSON H2.5A) 0 NOTATION: STRUCTURAL PANELS: A - NUMBER OF bd NAILS ® EA. END OF STRAPPING(2015 WFGM,TABLE 3.77, P. I611) CONNECTION E ,„.„....•_-- I" or LESS: 8d COMMON 6" EDGE / 12" FIELD B - NUMBER OF SILL 5T1UD5-ON FLAT (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 5.255, P. 2qU „„„..„„„ „" GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD C - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (2018 WFGM,TABLE 5.23G, P. 2112; „ - ~""""„ • ALTERNATE AS PER TABLE 5.23D, P. 2q5) D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KIN&STUD TO END OF HEADER 0 EA. 51DE " • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. W A D (2016 WFGM,TABLE 5.1,P. Ibq) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2015 WFGM,TABLE 3.22F, P. 255) ° a PLATE(S) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" D.G. AT THE PANEL EDGE TO OBTAIN HIGHER J F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. SIDE ° ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR POE5 NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.5,P. 141) °° ° ° °Q ° 4 SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT' 2 - WHEN WALL 5HEATHIN6 IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B " ° ° ° ° ° ° ° °d° FOR STRAP - 3 8 d COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. 5 - FOR ROOF 5HEATHIN6 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING 5(,HEDULE B " --.� "". a, ° ° C a END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE SANTIS F RO)OH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ° ° 9° FOR EA. PLATE TO STUD ABOVE $ OR BELOW - USED. 'IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2016 EDITION) " `~"�..� _2_ _1(0_ d COMMON NAILS ADDITION A NOTATION ROUGH A B G D E F G OPNG I I' 465 BURGUNDY COURT 2-0 2 1 1 1 ► I SOUTHOLD, NY 11971 4'-0" 4 1 2 2 2 2 SFL_ I C I NC OF 70F i=L_ATF- CABLE ENDNALL BRACING/STRAFFINC DRAWING TITLE: PROVIDE (2) 2"xIO" HDR (MIN) U.O.N. V-O" 5 1 5 5 3 5 (5) - REQUIRES SILL PLATES OF 2"xb" (MIN.) FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE BLOGACK 2 LE55 PROVIDE 6'-O" 7 2 5 4 4 4 SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® <TO LOCKING m 12"O.C. STRAPPING & NAILING DETAILS LENGTH FOR WIND - EXPOSURES B$G - FOR WIND - EXPOSURES B$G - 4'-0" O.G. AGHEIVE RAKE O.H. r ALL OTHER GASES ONE 5TORY SLAB ON GRADE ROOF FASTENING SCHEDULE i ; BUILDING MINIMUM 5PLIGE'=,4 BUILDING MINIMUM SPLICE'2}'` fT I DIMENSION (FT.) LENGTH (FT) DIMENSION (FT.) LENGTH (FT) TYP. STRAP w/(5) PAGE: bd NAILS EA. END 12'-0" 21-011/2'-6" 12'-0" 3'-0" OF EA. STRAP Ib'-O" 3'-O"/3'-q" I6'-O" 4'-O" TTIG 003m A G- 00 ANCHOR BOLT SFEG FIGATIONS 20'-O" 4'-O"/5'-O" 20'-O" 5'-O" 6"-12° SPECIFICATION (2018 WFGM TABLES 3.2A $ 5.25, P. 15-7-160) BLOCKING 2 BAYS CORNER 3q.1 24'-0" 4'-0"/5'-0" 24'-0" 6'-D" BACK ® 4 0 O.C. DATE: 02/05/24 CONDITION FOR ALL STRUCTURES: 5 �� 2b'-O" 5'-O"/6'-3" 28'-O" 7'-O" 3 7 .. /6 ANCHOR BOLTS 0 3Q O.G. • 32'-0" 6'-0"/7'-6" 52'—O" 8'-O" iv SEGOND FLOOR _ Q NOTES: I.TABULATED SPLICE LENOTH5 ASSUME TOP PLATE-TO-TOP PLATE e CONNECT ON 6d NAILS PER FOOT. 1. MIN. 7 EMBEDMENT INTO CONCRETE PROVIDEIAN EQIUIVALIENT NUMBER OF NAILS BACK SHORTER SPLICE „ „ " BLOCKING 2 „ LENGTHS,THE NAIL 5PACIN6 SHALL BE REDUCED IN ORDER TO 40-O 8-O /10-O 40-O I I-O BAYS r,,• '"��GO �� • END " i� " i� n i u i n i— a BACK ® 4'-O" O.G. /��& O�� 7� �/�`� T W/'3 SQUARE WASHERS AND END NUT SETUP; 2.TABULATED SPLICE LENSTH5 ASSUME A BUILDING LOCATED 50 O 10 O /2-6 50-O 13 O �!✓ I� CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL IN EXP05LRE B TYP• STRAP w/(5) Qf /` ;i �, .�: TOP TWO COURSES SOLID bd NAILS EA. END •_; b:;s N 5.TABULATED SPLICE LENGTHS ARE BASED ON 6 FOOT WALL b0'-O" 12'-O"/IS'-O" 60'-O" Ib'-O" OF EA. STRAP `� .p HEI6HTS FOR OTHER WALL HEI61415,H,THE TABULATED UNIT ' 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/6; T FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70'—O" 14'—O" '70'-0" la'-O" NOTED3. ANCHOR BOLTS ARE TO BE BETWEEN 6�� $ 12�� NOTEDMIN.SPLICE LENGTH BY THE FOLLOWING FACTOR (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): C ` 50'-O" I6'—O" 80'-O" 22'-0" FROM ENDS AND CORNERS (TWO ® CORNERS) W WALL - 1.125 (SEE DIAGRAM TO LEFT) 1O'WALL- 1.25 BLOCKING 2 BAYS II'WALL- I.5-75 THIS COLUMN w/MULTIPLIER 12'WALL - I.5 BACK ® 4'- O' O.G. 4. COORDINATE w/ HOLDOWN LOCATIONSFOR 10'-O"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD&RACE MATERIAL MISCELLANEOUS FRAMING GRAPHICS _ CONTINUOUS BUILT-UP GIRDERS, 5 OR MORE SUFFORTS I I�" }� I�" (THAT EXCEED FRAMING STANDARDS, IT IS REO'D FOR FRAMER TO HAVE A FIRE BLOCK I O FOR FLATFORM WOOD FRAM I Vim/ WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [le. WOOD (-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) B TWE P /6 WHEN GIRDERS MADE UP OF JOISTS NAILED a CONNECTION Q PATTERNF DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER Q BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE 1. FOP, PLATFORM ASF IRE-STOPPIN6.� CONSTRUCTION: THE SOLE SERVES w NON-LOAD 8EAR1 NG WALL OFFSET FROM SUPPORT A (2)Rows IOd NAILS• 12"O.G. MAX.52" LOCATED BETWEEN ONE 5IXTH AND ONE QUARTER P w THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST O STUDS STUD B (3)ROWS lod NAILS a 12"O.C. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6. _I SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE SUBFLOOR G (2)Rows I/2" m BOLTS a 12"O.G.STA66ERED; TWO-PIECE JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE "� Ln ML.a ENDS PLATE SERVE AS FIRESTOPPIN6. � SOLE PLATE BUILT UP ORDER PP MAX,52" SOLE PLATE D (2)ROWS 1/2" m BOLTS a 16"O.G. NAILING: O TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE O SIDE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPIN6. >- �q E (2)Rows I/2" m BOLTS a 24"O.C. EACH PIECE, OTHERS STAGGERED WITH A DISTANCE I✓ Z BETWEEN 1/6 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING O c: fV I F (2)Rows 5-5/8"TRU55LOCK SCREw5 a 12"O.C. a 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL SCREWED ON(I)SIDE OF MEMBER OR OF NONCOM-BUSTIBLE FILL. 0- "� LINE; OR GIRDERS ARE TO BE NAILED FROM EACH _ (2)ROWS 3-3/8"TRU55LOGK SCREWS a lb"O.G. P � V 6 SIDE w/ 10d NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SCREWED ON(1)SIDE OF MEMBER " AND 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN C X 4 CV JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32 p O •1-+ (2)RowS 3-3/b"TRUssLOCK SCREWS® 24"O.G. JOISTS SERVE AS FIRESTOPPIN6. C� j J015T H 5cREI`%w ON(1)SIDE OF MEMBER p BETWEEN NAILS IN A HORIZONTAL LINE. O m '� M MAXIMUM OFFSET (2)Rows S"TRUSSLOGK SCREWS a 12"O.C. THREE-PIECE �. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N C>3 v J BUILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q O JOIST DEPTH, d SCREI-ED ON BOTH SIDE OF MEMBER �--- MATCHED SIZE OF BLOCKING � P i NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. 4 I � � SERVE AS FIRESTOPPING. (2)ROw5 5"TRU55LOCK 5GREw5 a I6' O.G. UNDER NON-LOAD BEARIN6� FIRESTOPPIN6 AND K SGREV�ED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE % PARTITIONS a 52" O.G. BLOGKIN6 STUD OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 3 8. THE HEADER SERVES AS FIRE-STOPPING. (SGREOWED oN BOTH SIDE of MEMBER O.G. B 1/ A6 THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. � DOUBLE PLATE L Q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS ARE TO BE A55EMLE17) AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO W CANT LEVERED FLOOR GE I L I NO BRAG I NO IBEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED 6 STRINGER TO SERVE AS FIRESTOPPIN6. W GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 6"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 4 CONNECTION PATTERN TY WHEN 10' OR LARGER FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREHIN6 OR NAILIN5 FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: APPROXIMATELY ]-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 6IRDER r GIRDERS ARE TO BE SECURELY ANCHORED TO 2 I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SUBFLOOR SOLE PLATE 2"x4" CONTINUOUS 6ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE a 60.0. TRUSS THE VERTICAL OPENING IS 5EALED BY PLASTER ON THE GEILIN6 BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U • JOIST 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL PLATFORM FRAME CONSTRUCTION SHRINKA6E CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON N D M LING PATTERNS FOR S E LOADED BEAS 0c . F SJ,,,j I I BEAMS> -LOCATIONS REQUIRUNG FIRESTOPPIN6- AS FIRESTOPPIN6. T �-+NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE lo)8d t , m NAILS • FIRE- FIRE_ WOOD FIRESTOPPIN6 FIRESTOPPINS FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING 9TOPPIN6 PIKE- FIRE- SOLE MULTIPLE-PIECE MEMBERS rm STOPPING sroPPlrrs r JOIST N, * 5d COOLER NAILS a 10" O.C. NAILED' BOLTED' v'; v 2"x4" BLOCK NAILED TO EA. BRACE L 1 2 ROWS 16d d ROWS Ibd 2 ROWS „i VERTICAL 14 2 ROWS Xs" 2 ROW515" BLOCKING w/(4) IOd NAILS COMMON. COMMON� BOLTS•24" BOLTS BOLTS i' FIRESTOPPIN6 WHEN e 12"O.G. a 12'O G. Of,•5TAeeERED• a 12"O.G. a b"O.G. COVEIRIN6 15 APPLIED • TO UNDERSIDE 20 a.STRAP OF STUD GYPSUM BOARD g Tw0 ROWS 12"O.G. THREE ROWS 12"O.G. JOISTS Q r n LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 �+ / DOUBLE PLATE • 5d COOLER NAILS a 10"O.G. (10)ad NAILS BEAM SELECTION w/ STD. NAILING ° ° ° ° ° JOIST SHALL BE LOCATED DIRECTLY NOTE: ENDWALL STUDS AS NOTED IN NOTES "7 4 8 ° ° ° ° ° ° ° ALTERNATE5 NONCOMBUSTIBLEALTERNATE ( `J W DENOTES ALT.FOR USE OF DRYWALL SCREWS ° SOLEFIRE5TOPPIN& LOCATION Q OVER STUDS, UNLESS TOP PLATE 15 4"a EDGE/12" a FIELD FULLY BLOCKED I.TOP AND BOTTOM ROW5 SHOULD BE 2"FROM EDGES RVER DESIGNED TO CARRY THE LOAD SCREWS#6 - VWTYPE W OR 5 WOOD FIRESTOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER As THE BOLT AND SHOULD BE LOCATED 2' TYJO ROWS 24"O.G.STAGGERED TWO ROWS b" IRESTOPPINB O.C.o,G. LOCATION b LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL pll l INTERIOR STUD DETAIL \ / THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O O O O O O O O O O Y ERLA I D ROOF B.STA6BER EACH ROW OF FASTENERS BY 12". O O 2"SPACE NOT ATTACHMENT ® VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. Bill TO BE FILLED & � NONCOMBUSTIBLE FIRESTOPPIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. .VALUES FOR NAI IN6 CONNECTIONS Y BE LED FOR 6"O.G.OR TRIPLED b ALUE L GONNE MAY DOUBLED FOR 4"O.G.NAIL SPACING. LOCATION '7 \, \ STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS. STRAPPING W/ 4 ad NAILS T•2 ROWS of Iba COMMON NAILS(12"oG)FOR DEPTHS 12"OR LESS FIRESTOPPIN6 LOCATION 8 \ LOCATION q a EA. END a R.R. b.5 RONS OF Ibd COMMON NAILS 02"O.G)FOR DEPTHS OF 14",Ib"4 W. LOCATION 10 IFULL WIDTH 2'>C BLOCKIN ZO H - -- 0 CONSTRUCT ON DETAILS WIND LOAD FA7H CONNECT ON DETAILS TOP PLATE DRILL 2"0 INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DETAI L XIST.OR NEW NEW R.R. SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOUS LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'5 R.R.A5 SHO 1WNX KING STUDS PLAN VIEW NOT ,SIMILAR a ISHED' WOOD JO 1 S WOOD J015 CRIPPLE STUD fl BLOCKING JOIST HANGER HEADER GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS G I RDERMEADER o WOOD GIRDER JACK STUDS MAIN MEMBER WOOD JO 15Lu fx II -� JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDERMEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: \11AM.X 5 APPROX. 30° w/THE MAIN MEMBER 4 STARTED APPROX. Ys THE LENGTH OF THE NAIL FROM THE MEMBER END, S A N T I S I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'5 AT A 90° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN ADDITION MEMBER, FOR THI5 APPLICATION, SHALL BE AT LEAST RAFTER SIX TIMES THE DIAM. OF THE NAIL 5. T AVOID ILER N EA SIDE OF RAFTER OR GEN6, No MORE THAN 2 TOE NIL ILS SHALL BE TA IN6 JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT BOTTOM PLAT 465 BURGUNDY COURT IN EA. SIDE WHEN FASTENED TO A 2"x6" TOP PLATE. BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE .J015 J TOP PLATE SOUTHOLD, NY 11971 GH I M. CHASE SECURING @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (51M. op GHA5E WITHIN PLANE OF ROOF DOUBLE .JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION HI STUDS TO ATTIC, FLOOR 4 BLK'6 TO R/L SIDES w/5TRAPPIN6 TO R/L SIDES) N O w PAGE: TOP PLATE a KND RESISTANT CONSTRUCT ON CONNECTORS GHIM. CHASE WALL CONNECTION LOCATION: PART NUMBER: NOTES: G-004mOO RI DOE-TO-RAFTERS C520 © 2 I" � APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL H� z APPLY TO EACH RAFTER DATE: 02/05/24 4 OF 17 0.0. R0o1= 00. o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER X TO AL16N H/STRAPPING a PLATE-TO-WALL STUD G520 C� 18" APPLY TO EACH WALL STUD =x o EA. LEVEL ABOVE tuN THE FIRST FL. ®z w � 2ND. FLOOR WALL-70-15T. FLOOR WALL LFTA or 0520 @ 56" APPLY TO EACH WALL STUD c . FL00R/GL6. ® HEADER-TO-JACK STUD C520 © 1211 APPLY TO EACH JACK C ��` STUD o �- _ CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD ': '' �. . SHEAR WALL HOLDDOWN ANCHOR 5ST516 APPLY TO EACH 51DENALL END Lp WRAP UNDER DOUBLE SILL PLATE w7 , IST. FLOOR-UNDER-SILL PLATE G520 (USE WITH 3" SQUARE WASHERS) �`��F ��QFt4�•`�� SIDS VIEW FLAN VIEW � , USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS 70 ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. _ EXISTING TO BE DEMOL NEW PARTIAL HEIGHTISHED WOOD FRAME (L.G. STL. // OIL TANK EXISTING WINDOW Q EXISTING TO REMAIN WHEN APPLICABLE) // �TO BE REMOVED Q -�--{ NEW WOOD FRAME (L.G, NEW FOUNDATION WALL ____= J (B STL. WHEN APPLICABLE:) ----- 4-1 NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL Q - 'rPOST FOR 4" WALLS WOOD FRAME (L.G. ST1.. WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL EXI5TIN6 WALL AND DOORS O POST FOR 6" WALL5), U.O.N. /'/ TO BE REMOVED = 'O 0 NEW 2-HR FIRE RATED �/ , _ N WOOD FRAME (L.G. 5TL. ;- oO O Z O WHEN APPLICABLE) �"IH \� a •cu Y O O O 4- O c O m r- EXIST C 0 O cCD Q r- c G EXIST. EX15T, EXIST. UP MECHANICAL 7--- ALL EXISTING CABINETS, RECREATION ROOM I PLUMBING FIXTURES # gloom 1 APPLIANCES TO BE REMOVED n 1 �f EXISTING STAIR TO BE PARTIALLY DEMOLISHED I I I I I EXIST. I I I I I IUP I 1 1 1 1 1 1 n ------- 1_1 rr J EXISTING BATHROOM U ----------� T--� rt- TO BE DEMOLISHED • EXISTING EXIST. I I 1 W TO BE REMOVED --____ CL. I 4-j EXI5TIN6 WINDOW \ / u EXIST. III TO BE REMOVED \X/ rr=\� GARAGE SLAB ABOVE r l PUMP I Q W EXIST. FROFOSEI�) BASEMENT I�)EMOL I TI ON PLAN EXIST. UP SCALE: 1/4" = 1'-0" UP DEMOLITION NOTE: PROVIDE SHORING AND SUPPORT TO ALL AFFECTED EXIST. STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT DECK OF ANY DEMOLITION OR CONSTRUCTION. EXIST. DECK TEMPORARY SHORING/DEMO SEQUENCING NOTES: I. INSTALL TEMP. POSTS 4 61RDER PER DEMOLITION PLAN 4 PER DETAILS. 2.REMOVE EXIST. 61RDER. 5. INSTALL NEW GIRDER PER PROPOSED PLANS;SECURE EXIST. FLOOR JOISTS TO NEW 61RDER. 4.REMOVE TEMP. POSTS 4 OIRDER5. (2)EXIST. ------------ ------------ (0'5"WX4'4"H D.H.----- I ----_- --I __ ------ ----- ---- I I 1 I I 7 O � � O I III I I EXISTING WINDOWS) \`� W EXISTING WINDOWS) I I EXISTING WALL5 TO BE REMOVED TO BE REMOVED �--_____-- TO BE DEMOLISHED I O g u - ----- ------------ -------------7---7-- -- L- -__====Z_ s=_=_= TI N O EXIST. v II -------- - ----------TT-------r ---- �� _ EXIST. I 1X EXIST. /r' � I I WALK-IN �T EXIST. r r \ EXISTING STOOP � EXIST. MASTER to EXISTING EXTERIOR WALL 1 ___J I) PWD I I I TO BE DEMOLISHED BATHROOM (OD 1 r--------------- �_ii \��% EXIST. TO BE DEMOLISHED I I i I I I LUG I � I T T-T-T-T EXIST. J L___ �.__� BEDROOM w EXIST. rr,) r,) O ------ 0---� 3'x3 GL EAT-IN `) `\ /i SHOWER �y EXISTING EMOR(5) KITCHEN EXIST. 1, u \\� \G' '/' PROJECT: l�Q TO BE REMOVED L___J �, �,�� EXIST. r I I EXIST. KITCHEN I� III J r ' -----�� LAUNDRY/ / UP ALL EXI5TIN6 CABINETS, MUDROOM \ / 11 \ EXISTING CLOSET PLUMBING FIXTURES 4 - - __ SANTIS I 1 TO BE DEMOLISHED APPLIANCES TO BE REMOVED ,n �I -_____J _1_ _L W Q II --- ADDITION r III I T T I EXISTING EXTERIOR WALL / TO BE DEMOLISHED III II TO BE GL. --------�0----4-- ==---I --J� --------� 1 J/ EXIST. I----- ---- ---------- -------------------- II ---� r- L-------------J ---- --L--- 1 1 II EXISTING WINDOWS) ----------------------------------- I I III I I I ----I I----------J �----�---------- ----------------� 1 I III TO BE REMOVED EXIST. GREAT HATCH 465 BURGUNDY COURT ROOM j REF. --___ - -_ EXIST. F-- I I ' SOUTH 0 LD, NY 11971 ----� �' EXISTING DOORS) T-I-T-T-� I I TO B REMOVED / EXIST. MASTER EXIST. 1 ' BEDROOM W UP EXISTING ALL5 I // \ DRAWING TITLE: I I I I TO BE DEMOLISHED I 1 1 li PROPOSED DEMOLITION PLANS ---- -ZI_� L_I L J // -_----L-1- J EXIST. EXISTING OARAOE DOOR I / EXISTING STAIR TO BE TO BE REMOVED I /' EXIST. DINING EXIST. // EXISTING DOORS) PARTIALLY DEMOLISHED ROOM BEDROOM � EXISTING WINDOWS) EXIST. ' TO BE REMOVED TO BE REMOVED EXIST //r FOYER . PAGE: I III r � 2 CAR 'TO' ISTING WINDOWS) -J� GARAGE K` EXIST. AR BE REMOVED \� EXIST.'I 1 \ ' BEDROOM A-lowlmoo C.L. EXISTITO BE DEMOLISHED EXIST.' --- -- --- ---\\ ---_j1--- \ �----------z ------ ----------- ------ ------- -----�-- \ ------- ------ - ------- DATE: 02/05/24 5 OF 17 `\ 1 EXISTING WINDOWS) \ TO BE REMOVED -_-_ EXIS'7ING EXTERIOR WALL EXISTING WINDOWS) `� _____ ___ TO BE DEMOLISHED EXIST. TO BE REMOVED COVERED EXISTING WINDOWS) 1 \\ O PORCH TO BE REMOVED - --_- - ---- EXISTING WINDOWS) TO BE REMOVED ELECTRIC DAPANEL p -- --------------------------------- I - ----------------------r-------------------- ------- b--5T.W--X--4--'3"--H PROPOSED 5EGON 7 FLOOR 1�EMOL I TI ON PLAN r----------- � D.H. - � 0 EX15TINO COVERED PORCH r____-----_----------- TO BE DEMOLISHED SCALE: I/4" - I'-O" ----------® 1 - ® 1 A -744$ -----� -------- FR0F05F-17) FIRST FLOOR 17EMOLITION PLAN N 50ALE: 1/4" = 1'-0" X W 0 E I`�E RA L FOUNDATION PLAN NOTES TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: FOUND $ POSTS FOR ND, DECK: NEW PARTIAL HEIGHT O • (2) 2"xb" P.T. SILL PLATES w/ COPPER TERMITE SHIELD O NO. P.T. POST d P. GONG. PIER UPON FOOTING AS PER f1 EXISTING TO BE DEMOLISHED ,�--- � WOOD FRAME (L.G. STL. d SILL SEAL DECK DETAIL (TYP) Q ANCHOR BOLTS AS PER PAGE 6-003 WHEN APPLICABLE) P. GONG. FOUND. WALL AS PER DETAIL UPON EXISTING TO REMAIN P. GONG. FOOTING AS PER DETAIL FOR WOOD STAIRS ® GRADE: W NEW WOOD FRAME (L.O. NEW FOUNDATION WALL ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 10 4" THK. P. GONG. PAD 8" WIDE x REOV LENGTH UPON W cu B.O. FOOTING 3'-0" BELOW GRADE MIN. 6" GRAVEL UNDER 2"xIV P.T. STAIR STRINGERS ® _J STL. WHEN APPLIGABI_E) // 1/2" EXPANSION JOINT ® PERIMETER OF 5LA5 (WHEN MAX. 16" O.G., U.O.N. (MIN. 3 5TRINOERS) !� APPLICABLE) Q :--' N NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / TYPICAL LEDGER BOARD ® EXT. DEGK: Qi C 0 WOOD FRAME (L.G. 5,rL. POST FOR 4" WALLS STOOPS (WHEN APPLICABLE) II I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS M WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET 2. SECURED w/(2) 5/5" 0 x 5" LONG H.D. GAL. LAC BOLTS O O POST FOR b" WALLS), U.O.N. FOR HEIGHT OF WALL $ SLAB (WHEN APPLICABLE) ® 161, O.G. = _0 �'. 0 NEW 2-HR FIRE RATED 5. INSTALL H.D. GALV. JOIST HANGERS BY 'SIMP5ON' (OR a-J � (D WOOD FRAME (L.G. STL. EQUAL) L_ C � z( O WHEN APPLICABLE) O HOLDOWN: 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDIN6 $ 0_ L _ i HOLDOWN 'D' AS PER PACE 0-005 BENT OVER TOP EDGE OF LEDGER BD. �ccc �- 5. SEE NOTED DETAIL G x L) CV O O 'BEAM POC 0 m , KET (TYP.) t (.012 EXIST. MECH. ROOM: a•,,, 0 4-J � I. EXIST. WATER TANK TO REMAIN � Q (B NEW STL. COL. (TYP.): Q 2.EXIST. PEERLESS SERIES 1241,000 BTU BOILER O � a O 3-I/2" O.D. 50H 40 STL. COL. (ASTM AI2 MODEL NO. WBV-03-I10-W(RUN HOT WATER TO3) BY SIMS STEEL AIR HANDLERS AT ATTIC) (OR EQUAL);FTC. BELOW (SEE DETAIL) 3.EXIST. ATTIC AIR HANDLER 56,000 BTU MODEL FOUNDATION WALL OPENING: NO. BCRMB663653N4 TO REMAIN O I. 5'-O"x4'-O" MASONRY OPENING IN FOUNDATION 4.ADD (2) NEW 56,000 BTU MODEL NO. ^ ` 2.5EE NOTED DETAIL 5CRM5663653N4 AIR HANDLER (RUN HOT W WATER TO NEW AIR HANDLERS) FREEZE PROOF HOSE BIB: 5. EXIST. ATTIC, LEVEL AIR HANDLER TO REUSE bO FASTENED w/MASONRY ANCHORS (PRECISE b.F.A.I. AND FLUE TO REMAIN"7, MAINTAIN 30"x30" CLEARANCE IN FRONT OF LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) MECHANICAL UNITS AS PER NYS MG 506.1 8.MAINTAIN ALL APPLICABLE VENTING 4J 70 O16"x8" DEEP P. GONG. CONTINUOUS FOOTING CLEARANCES REQUIRED PER NYS MG &04. �J AS PER NOTED DETAIL (TYP) 51. REMOVE ALL EXIST. HOT WATER BASEBOARDS TYPICAL CLOSED FOUNDATION TYPICAL MECHANICAL ROOM NOTES: n 1 SO ® PORCHES / PATIOS: I. FOR WD. PR. FLOOR - PROVIDE 1/2" GONG. BD. BY (D' M 1. SEE NOTED DETAILS "DUROGK" (OR EQUAL) w 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY 2. FOR WD. FR. CL6. AND/OR WALL5 - PROVIDE (1) FROM BUILDING LAYER OF 5/5" TYPE "X" GYP. BD. UL U505 (OMIT ON 3. FOR SLABS A5UTTIN6 FRAMING, INSTALL COPPER GONG. WALLS) r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. ••3� 7 T _ T 7 BED ALL FLASHING IN ASPHALTIC MASTIC, 5PEC.'s AND AS PER NYS MECH. AND FUEL GAS CODE ` I I I I I I 1 1 4. PORCH /PATIO WALL5 OF SEPARATE POURS SHALL 4. COMB. AIR VOLUME AS PER MANU. SPEC.'s - PROVIDE v BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER FRESH AIR INTAKE FROM EXTERIOR 8 TO MAIN FOUND. 5. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL EMERGENCY SHUT OFF SWITCH 13 EGRESS WINDOW WELL: 6 LOCATE FOR OAS SERVICE , ROVIDE r7A5 SHUT OFF D ALLOW FOR PROPER ITCH L _I - _ L _ _ _ _ _ _ _ _ _ O PROVIDE NEW EGRE55 WINDOW WELL $ COVER BY "ROGKWELL;66 SERIES" bb"W.X44"H. OR EQUIVALENT. CLEARANCES AS PER CODE L 1 INSTALL AS PER MAN. SPECS. 8 5ROVID A5 PER OR RAINFLUM CONNECT TO SANITARY 1 COME LINE OF EXISTING DECK 1 Q TO REMAIN 40'-11" I I 25'_511 4'_O" 11'-:2 1 24'-b" 6 5-4y2 - - - - - - - - - - - � � L_ � L_ � m I --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - 1 2 - NQ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 •• �-� :. o r 1 �� I I I 1 ` Q N ALIGN FOUNDATION TO - - - - - _ - - - - - - - _ - - - ' ALIGN FRAMING WITH _ ° I EXISTING SECOND �� - - - - - -- - - - - - - - � � - - - - - - - - - - - - - - - F Q z //1 ALIGN — — _ — — — — — — — 9 • STORY CANTILEVER 13 1@ O m ®� ® = d� I0 - - - - — — — — — — — 9 �y 4 PROPOSED 4 m Q OIL TANK Y GRAWLSPAGE II - - - - - - - - - - - - _ - - - - - - - - - - - Q I m 5'-0" �— -2" 3'-O" 53 S.F. I A 16N - — — — - - PROVIDE FOUNDATION VENT � • — — — — L � FOR EVERY - - - - - - - - - - - - - - 2005F OF 2 m$ 2 " FOUNDATION ►i — SPACE I N NEW CASEMENT PROVIDE 3'W x EGRESS 2 (4 S.F. CLEAR OPENIN(5) I-I FOUNDATION I-I FOR 200E EVERY A-501 A 501 ° I - WH 12 ba 4 FOUNDATION SPACE I FN- O �� I W ° to PROPOSED 2 a 3'x5' AGGE55 OPENING GRAWLSPAGE O 0 ❑ 651 S.F. PROPOSED EXIST. 12 AH 0 � m GFAWLSPAGE GL. � . . N 660 S.F. EXIST. EXIST. PROPOSED ( — - - PROPOSED UP W MECHANICAL STORAGE CRAWL ROOM Q -UNHEATED- SPACE;3" Q -UNHEATED -FINISHED- UN-REINFORCED L — -UNFINISHED- F_ — -1 - GONG. SLAB u� 12 ' = 4 2 PROJECT: ul, _ � 3 3 - I � + PROVIDE STEEL COL. ( � • SANTIS ® 4 BELOW POST ABOVE ' ° m ❑ 8'-8" 8'-8" I� ADDITION ° PROPOSED 0 CRAWL _ 3 — 2 $ 2 ° SPACE;311 UN-REINFORCED VxV AGGE55 OPENING X — I GONG. SLABf- - w _$ - - - - - •- 465 BURGUNDY COURT o Q 4 6 SOUTHOLD, NY 11971 L L L — L REROUTE EXISTING WATER SERVICE. MODIFIED — — — — — — EXISTING LOCATION To REMAIN. I�x6a GARAGE DRAWING TITLE: - -EXIST.SLAB ON CRADE- )> PROPOSED FOUNDATION PLAN Fn ! - - - - - _ Fn A/C PAD � DE — — — — -- — — — — — — — — PROPOSED PROPOSED — — — — — — — — — — FOUNDATIOI N VENT GRAWLSPAGE CRAWL r - FOR EVERY 154 S.F. SPACEUN-RE NFO�RCED — — — — — — — — Q FOUNDATION LINE OF EXISTING GONG. SLAB BLUESTONE PATIO ABOVE PAGE: L_ - - - - - - - - - - - - - I - — SPACE — — — — — GARAGE DOOR OPENING L COMPACT EVERY J — — - - - - - - - 61. PROVIDE3" p O2 ■ ®® 1 GONC. SLAB N/ STONE F N1 H I 8 a DATE: 02/05/24 4 ( 6 OF 17 r I- - - - - - - - - - - - 2'-O" Ib'-O° ql_5 4_OI BOTTOM RISE GONG. STEPS;PROVIDE GONG. RISERS AND TREAD W/ ' QAp STONE FINISH 10'-0" 20 � op FROPOSED FOU1N17ATION PLAN GRAPHIC SCALE 1/4 1 0 elIfb•4 0 S.F. HA51 TAE5LE 5FAC E; 1,2-7`f S.E. CROSS AREA SCALE: 1/4" = I'-o° :_ OE i ,`I�E A L 5��S O L , /`E� : DOOR NOTE: FLOOR PLAN NOTES '� {I� ON NEW LAUNDRY ROOM: O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O DOOR SCHEDULE PLANS BY'JELD-WEN'(OR EQUAL). I NEW WASH/DRY HOOK UP 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON 2.COORDINATE LAUND.ROM t DOOR DIM.'s NEW PARTIAL HEIGHT PLANS BY THERMATRIP(OR EQUAL). w/SIZE OF EQUIP. EXISTING TO BE DEMOLISHED , WOOD FRAME (L.G. STL. Do oR MATERIAL 5.DOOR TYPE TO SELECT 5.PROVIDE HOOK UPS AS REQS PER MANU. 4.PLACE DOORS 4"MIN.FROM PERPENDICULAR WALLS Q FIRE 5.INSTALL AS PER MANU 5PEG.b WHEN APPLICABLE) �// TA6 DESCRIPTION MANUFACTURER NOTES DRYER EXHAUST NOTE: EXISTING TO REMAIN // RATING 6.PROVIDE 6 005 O R.,U.O.N. I. DUCT SHALL TERMINATE TO EXTERIOR WIDTH HEIGHT N� IJI "1.SEE PAGE 6-005 FOR ALL OTHER FRAMING E.EJ 45 MIN.RATED ELEMENTS AROUND DOORS(TYP.FOR ALU U.O.N. 2.DUCT SHALL TERMINATE MIN.4b"FROM ANY NEN STL. WOE I: P FRAME (L.O. NEW FOUNDATION WALL fl [, I_ _-- SELF-CLOSING 2 STAIR d RAILING NOTE. 3.DUGT1SIZE AS PER MANU. J CO I FIRST FLOOR - O I. ALL NEW STAIRS SHALL HAVE MAX.CLOSED RI 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER (Y� 1 MIN.10"Tr-RISERS SHALL BE CLOSED 5.TRANSITION DU?_ SHALL NOT BE CONGEALED WITHIN MIN, (2) 2"XQ" �JTRUCiTURAL 101 GLIDERS 10'-O' b'-8" • • 2. 42"HIGH GUARDRAIL t SPINDLE SPACING CONSTRUCTION.FLEXIBLE TRANSITION DUCTS USED TO Q a--+ (V NEW I-HR FIRE RATED ® LIVI�6 ROOM NOT TO ALLOW PA55A6E OF A 4'1'SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM '- 1 1 56"HIGH HANDRAIL 1 SPINDLE SPAGIN6 NOT SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO WOOD FRAME (L.O. STL. P05T FOR 4" WALLS TO ALLOW PASSAGE OF A 4"m SPHERE EXCEED 6 FEET AND SHALL BE L15TED AND LABELED 6) " u 102 SINGLE SWING 2'-B" 6'-8" �� B4`EMENT STAR, 5. 6RIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2156A. WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL 4. RAILING TO BE WOD 6.EXHAUST DUCTS SHALL BE MIN 0.016'THK RI61D POST FOR 65" WALLS), U.O.N. 105 SINGLE 5WIN6 3'-O" b'-6" • • FRGNT ENTRY METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS - 0 NG NEW 2-HR FIRE RATED CLOSED P.GO .STAIR: RUNNING IN THE DIRECTION OF AIR FLOW.EXHAUST d J �� ©g I. RAI NS RAIL 15 NOTED SDUCTS CREWS SHALL NOT BE C.ONNEGTED WITH SHEET-METAL 0 z 0 WOOD FRAME (L.G. STL. 104 SINGLE 5WIN6 2'-6" 6'-8' Ilul ENTRY CLOSET 2.RAILING SHALL L NCE AS P IRON IL 6ALY.STL. T.MAX.LENGTH SHALL NOT EXCEED 25 FT FROM DRYER � � N I I FASTENING SHALL BE AS PER RAIL MANU. PROVIDE WHEN APPLICABLE) EXTERIOR GRADE PAINT AS REOV OR POWDER LOCATION TO THE WALL OR ROOF TERMINATION.THE � (n Y 105 POCKET 2'-8" b'-6" • I�I PANTRY COATING MAX.LENGTH OF THE DUCT SHALL BE REDUCED 23 r- LI JJ S.SEE FOUND.PLAN 1 DETAIL FEET FOR EACH 45°BEND AND 5 FEET FOR EACH q0° V AS BEND.THE MAX.LENGTH TI THE EXHAUST DUCT DOES 0 0 0 4 N ALL NEW WINDOWS SHALL BE FELLA;INSTALL A_.PER MANU.SPEC.s. SE-_PAGE "6-003"FOR NAILING 1 STRAPPING DETAILS. 106 POCKET 2=8 6'-8" • � i MUDROOM O O � ,� I **5EE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFAGTURER"'* SMOKE DETECTOR/CO DETECTOR NOTES: NOT INCLUDE THE TRANSITION DUCT. I. CONTRACTOR SHALL PROVIDE ODE COMPLIANT m 107 SINGLE 5WIN6 2'-6' b'-8' • SELF CLOSING SMOKE/CARBON MONOXIDE COMBINATION DETECTOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE ate--+ •� HARD WIRED TO EACH OTHER w/BATTERY BACKUP. WINDOW CHART 2.INSTALL ALL AS PER MANU.SPEG.'s O VENTILATION 15 NOT MET BY MEANS OF NATURAL C N O ca EGRESS 108 SINGLE 5WIN6 2'-0" 6'-6" I • I HALLWAY cL. 5.5MOKE DETECTOR AND CARBON MONOXIDE DETECTOR CIRCULATION THROUGH WINDOWS OR DOORS SE -- -- �� OUTDOOR SPACES A5 PER NYS MEGH.ODE SECTION Q To O F IN COMPLIANCE WITH LOCAL CODE ' CLEAR LIGHT VENT 405.5.2.5;INSTALL AS PER MANU.SPECS ROUGH OPENING WINDOW DIMENSION " TA6 TYPE MODE'_L OPENING TEMP PROV. PROV. IOq SINGLE SWING 2'-b b'-6' • BATHROOM EXT. WIDTH REOV, 20" PER PER WINDOW NOTE: WIDTH HEIGHT WIDTH HEIGHT HEIGHT REOV,24" UNIT UNIT 110 SINGLE 5WING 2'-b" b'-8" BATH./HALLWAY Q 1. ALL NEW KINDOW5 t DOORS SHALL BE PELLA OO ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 OPEN REQ'D, 5.7 S.F. J CASEMENT,A PER HUNG,OR GLIDING(A5 NOTED); -" -- �� - INSTALL TI PER MANU. S"IN" FOR A(6) DOUBLE-HUNG I` 11 2-4" 5'-O" III POCKET 2'-8" 6'�8" I •� LAUNDRY ROOM l SUBSTITUTIQNS,SEE NOTE«q IN"GLASS WINDOWS �W FLOOR: -- - _- �� AND DOORS"ON PAGE 6-002 IF CASEMENT O I. NEW g"PLYWOOD SUBFLOOR BENEATH(BLUE t SGREW); B(4) DOUBLE-HUNG � �[ 2'-O" 5'-4" _ 112 SINGLE 5WIN6 2'-b" 6'-8" MASTER BDRM. WINDOWS-ALL GSMNT 4ENKNVH5 HU SHALL HAVE SCREW PERIMETER OF SHEATHING 4"O.G.t 12'O.G.0 1 STRAIGHT ARM HINGE WHEN INTERIOR. i..� 2.IF DOUBLE HUNG-ALL DBL. NG WNDWS TO BE 2.NEW FLOOR FINISH PER H.O.SELECTION _1111 115 POCKET 2'-4" 6'-8" • HIS W.LG. 5.TALL ILT 65AZHIN6 WITHIN 16N OF FF TO Be TEMP.OIL. A/G NOTE: D(2) DOUBLE-HUNG 4.5EE PAGE C-005 FOR FRAMING ELEMENT5 AROUND 10 I. NEW t EXIST.AIR HANDLER 1 114 POCKET 2'-b" b'-8" • HERS W.C. MINIIMUM(2) "2 XIO"HEADER V.O.N.FOR ALL)U.ON.1�VIDE AT A I N ATTIC,AND BASEMENT 2.ROUTE COOLANT LANE AS REOV FROM L �� EGRE55 NOTE: A/c COND. GLIDER 10'-O" 6'-6" • �I • ! MASTER BDRM.115 COMPLIANCE WITH NEW HE FO is BUILDING A/G CONDENSER: U • F(2) DOUBLE-HUNG i 3'-I" 4'-O' U DE,SECTION R510.2.I1 THE FOLLOWING MEANS OF I. NEW t EXIST.A/G CONDENSER EXIST.CONDENSER IIb SINGLE SWING 2'-b" 6'-8" • M O ASTER BATH 5SRES5 SHALL BE FOLLOWED. LOCATION ^ ` 6(5) a0U$LE-HUNG 2'-b" 3-6" 2. SIZE CONDENSER BASED ON NYS MECH.ODE. [ 'W) '�T NET CLEAR OPENINS...........5.1 24 S.F. 5. PROVIDE PROPER TONNAGE TO ALLOW FOR DOLING - - � 117 SINGLE SWING 2'-4" 6'-8" • MASTER BATH NET CLEAR HEIGHT...............24 MINIMUM OF ENTIRE GU.FT. T W H(15) DOUBLE-HUNG 10.45 5 83 NET CLEAR WIDTH.................20'MINIMUM 4. INSTALL CONDENSER ON ONG.PAD 1 1 1 TY'PICAL BATHROOM NOTE: I (i) PICTURE 2'-0' 3-b'� I. KALL • BOARD J(3I PICTURE �� I.I 12 ALL BATHROOMS INSTALL MOISTURE RESISTANT GYPSUM BOARD IN . INSTALL CONCRETE BOARD IN ALL SHOWERS AND TUB SURROUNDS K(2) PIC 2 TURE ' ` II . SHOWER FLORS 2.1. NEW M.O.TILE FINISH TO SELECT)UPON V 2.2. CONCRETE MUD-SLIT SET(SLOPE I/b"PER FOOT L(I) PI CTURE N)UPON M(3) PICTURE ! II =�� FLOORWRAIIDRAIN 4 ATLEAST 16"UP WALLS s L 8-4� I-8 2.5. WATER PROOF MEMBRANE TO COVER 5HOI EM r n 120- :2LL, nAmh 16-O 10-O (41-101/2 22-10 V'/' EXIST. EXIST. (4 RI a q" U�' EX 1ST. DECK 14'-10" ON CENTER ABOVE EXIST, DECK H 4 H H PROPOSED DECK O `9 ADDITION ry in in p 58 S.F. H 40'-8Y2" b'-O" q'-b" 6'-8" 14'-10" 10'-O" i 7'-5" 11'-8" }{ 6 6 4 6 6 6 O m PROPOSED m Q I DECK Q d Q 2-6 q_I I 5-O7 10-0 1 101 REF. 24„ ® �4„ T 115 0 4 r r- DW DW 6 J 1� 9 I H 4 MAKEUP LINEN �O O O F- r N �r GE) cL. 7'V, u ® I loq STATION I MODIFIED ' Q C o O b o H _ _ KITCHEN z 8 in m 5 b C) 4' x I o'-o" ISLAND IGRO. m k O O PROP. PROPOSED :o z PROP. WALK-I N 114 r r CL. (HERS) PROPOSED F A-3 I A-501 N - - - 4_p BUTLER'S BATHROOM = q I MASTER ry x Q OVENDq PANTRY I 7 I I6 BATHROOM iv r ti i O w m Q PROP. ` I O Ilo V D PROPOSED 4 0 H 102 cV O SHELVING MASTER 5 - Q PROPOSED DEN Q q (BED000 a F 4 PROJECT: m 502 S.F. II 105 108 -CATHEDRAL GEILIN6- rz 4 -GATHEDRAL CEILING- u z PROP 1 O O NATURAL LIGHT SANTIS HALLWAY 112 • Q SM/GO m r 5M/GO ADDITION 3'-O" 4'-O" 3'-O" 106 III `� VENTILATION FLOOR 0 520 S.F. B 4 B �5'_0" AREA COFFEE BAR IIB EXIST. LIVING 1 % RED. S.F. PRO\/. :t • r ROOM PROP. LIGHT 25.6 S.F. 52.5 5.F. SHOWER �� -,_5 ,� 5_p -� PROPOSED PROF. REa'D 465 BURGUNDY COURT 7 H 12'-0" MUDROOM a LAUNDRY VENT m WALK-IN ROOM G . (HIS) REQ'D 12.8 S.F. 51.q S.F. SOUTHOLD, NY 11971 PROP. m � � 1O7 6 `r I E 4 E _p 8_b, b_8, � 1_ dJ O q m 2-p 2 m DRAWING TITLE: p MODIFIED 1 PROPOSED FIRST FLOOR PLAN r FOYER 9 ( ) I a 7" NEW 5'+ ABOVE lL to ( T a 10"UP NEW aA x 7'H GAR. DOOR is a 4 I J I p „ ON CENTER , Q MODIFIED 6ARAOE DOOR - 5_p ABp� 3-O' OPEN TO l p DINING ROOM r- - H ABOVE / 202 S.F. m ANDERSEN ARTS 1/ Z a CRAFTS (402) i o PAGE: 7B 4 B WITH SI7CH) / Q Q m c�v GARAGE MODIFIED / z MODIFIED DRIVEWAY _ PRO PROP. XIST. ® tiUNHEATED- 00i ®3 ■AG AG G z - _ r �UNFINISHED� \ Q (V A A IrTv 4 A A lu IL 5'-0" 14-2 11-0 DATE: 02/05/24 7 OF 17 - °. ON CENTER m ABOVE >� COVERED RELOC. LINE OF EXISTING j G G 4 G PORCH Vey/ G EPANELIG 6ARA6E DOOR OPENIN6 A-401 EXIST. ROOF LINE - - - A A A 4 { - - - - -i-' - - - - - - - - - - - - - RELOG. ® ® p ELECTRICR H 2s (V m METE Q Q ` .4 Ile 6'-6Y2" 6-6Y2 {LJ (py. K l T,�> f I6-O 10-O 15-5 I I-O 14-q 21-6 2-O I6-O' q-5 4-0 0 5 10 20 FROFOJF_L/ FIRST FLOOR PLAN GRAPHICSCALE 2,1�74 S.F. HAB 1 TABLE Si=AGE; 5,262 S.F. O ROSS ARr=A SCALE: 1/4" = 1'-01' C--;7E I ` ERAL 5 I t,--lE30L <E I FLOOR PLAN NOTES NEW PARTIAL HEIGHT I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O I New Wqc /DRY HOOK UP PLANS BY'JELD-WEN'(OR EOUAL.). 2.COORDINATE RY HO ROOM I DOOR DIM.'e EXISTING TO BE DEMOLISHED � WOOD FRAME (L.G. STL. O DOOR NOTE: NEW LAUNDRY ROOM: PLANS BY'THERMATRU'(OR EOUAL). w/SIZE OF EQUIP. EXISTING TO REMAIN WHEN APPLICABLE) 2.INSTALL NEW EXTERIOR DOORS WHEN CALLED OUT ON Q S.DOOR TYPE TO SELECT 5.PROVIDE HOOK UPS A5 REO'S PER MANU. Q NEW WOOD FRAME (L.O. NEW FOUNDATION WALL 4.PLACE DOORS 4"MIN.FROM PERPENDICULAR WALLS uJ 5.INSTALL AS PER MANU SPEG.'s w STL. WHEN APPLICABLE) b.PROVIDE(2)2"xb"HDR.,U.O.N. DYER EXHAUST NOTE. 9.SEE PAGE 6-005 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR - ca ELEMENTS AROUND DOORS(TYP.FOR ALL)U.O.N. 2•�T`SHALL TERMINATE MIN.41-O"FROM ANY t'M NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL STAIR 4 RAILING NOTE. 5.DUCTINSS SIZE A5 PER MANU, Q +-' CV O ALL STAIRS SHALL HAVE MAX.b- RI 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER Lo WOOD FRAME (L.G. STL. POST FOR 4" WALLS I. NEW I/4"4 MIN.10"Tr-RISERS SHALL BE CLOSED 5.TRANSITION DUGT5 SHALL NOT BE CONGEALED WITHIN WHEN APPLICABLE) (MIN. (2) 2"Xb" STRUCTURAL 2. 42"HIGH 6UARDRAIL 4 SPINDLE SPACING GONSTRUGTION.FLEXIBLE TRANSITION DUCTS USED TO POST FOR b" WALLS), U.O.N. NOT TO ALLOW PASSAGE OF A 4"m SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM Q 56"HIGH HANDRAIL 4 SPINDLE SPACING NOT SHALL Be LIMITED TO SINGLE LENGTHS,NOT TO NEW 2-HR FIRE RATED TO ALLOW PAS5ASE OF A 4"4'SPHERE EXCEED b FEET AND SHALL BE LISTED AND LABELED _0 O B. 6RIPPABLE RAIL AS PER CODE IN ACGORDANGE WITH UL 2156A. � CD WOOD FRAME (L.G. STL. +-� 4. RAILING TO BE MOOD 6.EXHAUST DUCTS SHALL BE MIN 0.016"THK RI61D L WHEN APPLICABLE) METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS Q Q (V z C) CLOSED P.GONG.STAIR. RUNNING IN THE DIRECTION OF AIR FLOW.EXHAUST . I ©B I. TYP.42"RAIL AS NOTED DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL �- fCC6 _� d' 2.RAILING SHALL BE WROUGHT IRON OR CALV.STL. `••'CREW''` G x C CV FA5TENING 'T.SHALL BE AS PER RAIL MANU. PROVIDE ,MAX.LENGTH SHALL NOT EXCEED 25 FT FROM DRYER EXTERIOR GRADE PAINT AS REOV OR POWDER LOCATION TO THE WALL OR ROOF TERMINATION.THE O Q COATING MAX.LENGTH OF THE DUCT SHALL BE REDUCED 2.5 Q S.SEE FOUND.PLAN 4 DETAIL FEET FOR EACH 45*BEND AND 5 FEET FOR EACH 9O* m BEND.THE MAX.LENGTH OF THE EXHAUST DUCT DOES -c O e-- ALL NEW WINDOWS SHALL BE PELLA;INSTALL AS PER MANU.SPEC.'S. SEE PA6E "6-005"FOR NAILING 4 STRAPPING DETAILS. 0 SMOKE DETECTOR/GO DETECTOR NOTES NOT INCLUDE THE TRANSITION DUCT. -J c\j O -J V) **5EE DOOR.SCHEDULE FOR ALL 6LA55 DOOR5 FROM SAME MANUFACTURER** I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE/CARBON MONOXIDE COMBINATION DETECTORy1 EXHAUST FAN SHALL BE INSTALLED WHERE Q 0 0- O HARD WIRED TO EACH OTHER w/BATTERY BACKUP. O VENTILATION 15 NOT MET BY MEANS OF NATURAL 2.INSTALL ALL PER MANU.S CIRCULATION THROUGH WINDOWS OR DOORS TO WINDOW CHART DOOR SCHEDULE 5.SMOKE DETECTOR AND CARBOONN MONOXIDE DETECTOR OUTDOOR SPACES AS PER NYS MECH.GODS SECTION E&RE55 -- - --- IN COMPLIANCE WITH LOCAL CODE 403525;INSTALL AS PER MANU.SPECS R(% OPENING WINDOW DIMENSION CLEAR LIGHT VENT DOOR MATERIAL TA6 TYPE MODEL# OPENING PROV. PROV. - ! �HEIGHTT REOV,24" TEMP. PER UNIT - 4 - FIRE NOTES O I��IAL�NEW WINDOWS 4 DOORS SHALL Be PELLA O TA6 DESCRIPTION MANUFACTURER 4 D ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 W WIDTH HEI6FfT `�, WIDTH HEIGHT INSTALL T, PER LEHUN ,PEGS. FOR NEW FLOOR: WIDTH HEIGHT RATING MANU. OPEN REQ'D. 5.T S.F. � � CASEMENT,DOUBLEHUN6,OR GLIDING(AS NOTED); - --- �� 45 MIN.RATED A(8) DOUBLE-HUNG �-q. 5-p' I � SELF-CLOSING SUBSTITUTIONS,SEE NOTE«9 IN"6LA55 WINDOWS �IC�O� AND DOORS"ON PAGE 6-002 IF CASEMENT OO I. NEW E"PLYWOOD SUBFLOOR5HEA BENEATH(CLUE 4 S.C.0; B(4) DOUBLE-HUNG SECOND FLOOR WINDOWS-ALL GSMNT HEN SHALL HAVE SCREW PERIMETER OF SHEATHING 4"O.G.< 12'O.G,m STRAIGHT ARM HINGE WHEN INTERIOR. - - - 2.IF DOUBLE HUNG-ALL DEL.HUN6 WNDW5 TO BE 2.NEW FLOOR FINISH PER H.D.5ELEGTION IC_��CC00 - G(5) DOUBLE-HUNG 3'-I" b'-O" �� 201 SINGLE SWING I�2-4' b'-8" • I If TILT WASH ��u�' S.ALL 6LAZIN6 WITHIN 16"OF FF TO BE TEMP.&L. A/G NOTEi -1- �� 4.SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND 0 I. NEW 4 EXIST.AIR HANDLER 4 / D(2) DOUBLE-HUNG 2'-4" 4-b" WINDOWS(TYP.FOR ALL)U.O.N.;PROVIDE AT A DUCTWORK IN ATTIC,AND BASEMENT V MINIMUM O 2"XIO"HEADER U.O.N. 2.ROUTE COOLANT LINE AS READ FROM E(2) DOUBLE-HUNG 2'-O' 3'-4" a EGRESS NOTE: A/C GOND. ��j�� IN COMPLIANCE WITH NEW HE FO STATE BUILDING A/G CONDENSER: F(2) DOUBLE-HUNG -,I B'-I" 4'-O" if CODE,SECTION Rg1FOL THE FOLLOWING MEANS OF I. NEW 4 EXIST.A/G CONDENSER m EXIST.CONDENSER n/1 EGRESS SHALL BE FOLLOWED. LOCATION W C�� _�� NET CLEAR OPENIN(S...........5J S.F. 5. PROVIDE PROPER TONNA6E TO ALLOW FOR COOLING 6(5 DOUBLE-HUNG 2'-b" g'�" 2. SIZE CONDENSER BASED ON NYS MECH.CODE. NET CLEAR HEIGHT...............20'MINIMUM OF ENTIRE GU.FT. ! 8-I 5 O" NET CLEAR WIDTH.................20'MINIMUM 4. INSTALL CONDENSER ON GONG.PAD H(15) DOUBLE-HUNG '- � 5.81 � 10.45 5.83 TYPICAL BATHROOM NOTE: I. WALLBOARD I CT) PICTURE 2'-O 3-b �� I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN J(3) �� S'-O" J �- ALL BATHROOMS PICTURE 12. INSTALL CONCRETE BOARD IN ALL SHOWERS AND l TUB� SURROUNDS PICTURE I . SHOWER FLOORS 2.1. NEW TILE FINISH(HA.TO SELECT)UPON L(I1) RE K( ) 2 2.2. CONCRETE MUD-SET(SLOPE 1/6"PER FOOT L- �il TOWARDS DRAIN)UPON PICTU S'-I' 5'-b' 2.5. WATER PROOF MEMBRANE TO COVER SHOWER \\\ M(3) PICTURE � -- 3-4 I-8 i�� FLOOR,WRAP DRAIN 4 ATLEAST Ib"UP WALLS F- - - - - -- - - - - - - - - 41'-IOy2" O " Q I I ,'_�2• (2)EXIST. EXIST. H 4 H 1 6151,WX4 1411H D.H. 31 WX4 4'H D.H. Q F 7 cl Ro EXIST. EXIST, WALK-IN Ll ® CL. a EXIST. BATHROOM O 0 � 000 �d, tu NZ EXIST, � I )>ti �+ 3'x3 wX �1� I-I I-I SHOWER A-301 A-301 I a2�x6� O SM/GO F- 1 L j p EXIST. PULL Z O DOWN STAIR 2¢xba MODIFIED SM/GO - BEDROOM 3 _ o SM//00 1 363 S.F. EXIST. i- m ® ® 1 ATTIC - - - - - - - - CU HATCH / -j NATURAL L I C HT 4 VENTILATION MODIFIED FLOOR a BEDROOM 2 AREA 363 S.F. 343 S.F. - - - - - - - PROJECT: (� % REO. S.F. PROV. Q N 0 LIGHT 2a.0 S.F. 40.0 5.F. NATURAL LIGHT � EXIST. a �Q'D SANTIS FLOOR VENTIL 4310 REQ,D 14.5 S.F. 22.3 S.F. - - - - - - - _ _ _ AREA - - - ADDITION 95 REQ. S.F. PROV. REQ D 2"1.4 S.F. 33.5 S.F. OPEN B LOW VENT 13.'1 S.F. 15.6 S.F. r p REQ'D 1 465 BURGUNDY COURT w SOUTHOLD NY 11971 E- m 1 ® DRAWING TITLE: - - - - - - -- - - - - - - - (2)EXIST. PROPOSED SECOND FLOOR PLAN 6'3"WX4'4'H D.H. MODIFIED ATTIC K L 4 K ti NFINISHED- - - - - M M 4 M H H 4 H - - - - - - PAGE: A� J -1 04mOO Ak 14'-I" .2 .2 41'-lOy2° m m cv Q Q DATE: 02/05/24 g OF 17 0 5 10 20 i�fi�Oi�OSE17 SEC CN17) FLOOR PLAN GRAPHIC SCALE 11158 S.E. HAE31TA5LE SFAGE; 1,158 S.E. GROSS AREA SCALE: 1/4" = P-O" SA w 4- �� a a 0 w w cu (y) C In ----- _ _ -—— -- ---- - \ \— -- -- - - — -- - - - -- ------- - — \\ a Lo cuV -- -- l� ----- - -- ----- -- —-- - -- _ -- ---- _ - - - \ co - co ----- - --� - o n --- � N o � I \ 2 \I I 12 - - - _ - - - -- - H H H - r \ I 3 - o W W_ c - s, �__� UL - 3� T__ - -- - - - - — L - o I I = - o P o 0 0 0 o P P -_ -.. -- - .— - —_ -- - - - -- - -- - -=_ P ; O FF I LL_�a - --- -- -- - -- I I \\ - 1 W - - A_ A A A A A B B O O O G G } C7 O O O O I O O O O O O O O >v � � W � � o o O O o 1 A IL L Lai V J < oiu U-E YI - c II I I I IlJ l ) l l u, V`- 6F. 4 4 FAST ELEVATION (FRONT) SCALE: 114" = I'-V ALL NEW WINDOWS SHALL BE FELLA; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "0-005" FOR NAILING d 5TRAPPINO DETAILS. ELEVATION NOTES "BEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER" OI HATCHED AREAS INDICATE NEW WORK (TYP.) WINDOW CHART EGRESS OTYFICAL ROOFING: ROUGH OPENING WINDOW DIMENSION I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS TAG TYPE MODEL # OPENAING 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELE07ION BEFORE INSTALLATION WIDTH HEIGHT - WIDTH HEIGHT WIDTH REO'D: 24" AMP' w p, HEIGHT REQ'D:24" OPEN REOV: 5.1 S.F. ® OAF 50 YEAR ARCHITECTURAL ASPHALT A (a) DOUBLE-HUNG 2'-411 L75-0. v 5HINOLE5 OR EQUAL % R B (4) DOUBLE-HUNG _! 2'-O" PROVIDE CONGEALED FLASHING AT ALL ROOF - ___ O INTERFACES. "; - :-= - - - - - --- --- -- - - - -- - G (5) -- DOUBLE-HUNG U _ _ - _7E TYPICAL SIDING: DOUB E-HUNG w O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM `-_ ------ - - —^_-- — -- -.- - __.--- - 2 D (2) L 2 4 4 8 0 CONSTRUCTION STANDARDS __._._______._____._-._.____-_ _-___-_. — 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION ____--.=_- -=-----------------._._..__-----_--_ -- - --- -- - - _ _ 21_O11 31_ /11 - - - - E (2) DOUBLE HUNG 'TT BEFORE INSTALLATION --_ -_- - = - -- - ---- - - --- ------ ---- ---- - PROJECT: F (2) DOUBLE-HUNG 3 O u I_I 4 II I_ 11 SANTIS 4 WHITE NUGEDAR 51DIN0; 6 EXPOSURE O (5) DOUBLE-HUNG O REMOVE 8 RESET EXIST. ELECT. METER - � _ ---_--._..._._-- .--.--_.-_------- --- -- -- H (15) DOUBLE-HUNG ADDITION I II � 1 ❑ � IF ---- ------ --- - — —11 ----- ---------- _ II� 7EPIG RE J (3) PICTURE 3- - 465 BURGUNDY O 4' 6" Y COURT 3 _ - 12� - K (2) PICTURE - - _ - - - /�1 O11 41 O11 L (1) PICTU ARE 3'_111 51_n11 DRAWING TITLE• ms x 'I M (5) A FIGTUR� 3' 4" PROPOSED EXTERIOR ELEVATIONS = - --------- - - - All -11 O PAGE: Ila 'Wlliffiffia I A-201m0o it Aj� DATE: 02/05/24 9 OF 17 P O P O P �1W O O P O W I I 4 4 D�e� ^(r NORTH ELEVATION (R I C HT S 1 I7)E) a � � V d 5 /' s• a� p I'B Iry z �e�1��•` SCALE: 114" = II-0II 874 EXIST. RIDGE HEIGHT ELEV. +35.2' ------ -------------------------------------- i � Q Lu jLLJcc fy) CONNECTION 'A' AS N RR\ Q PER PAGE 6-005 i P� ATTIC ion c Ln NEW RIDGE O O RIDGE HEIGHT i i z O ELEV. +21.4' ----- ------------------ � N i O O cc z m G.J. PER PLAN r- V 12 \. NEW HEADERS ABOVE _c 0 m -> C ALL WINDOWS 4 d-+ -J In \\ T DOORS PER C N O 15 \\ N STRUCTURAL PLANS Q o a: O p SECOND FLOOR 2"xb" SILL (q\ PLATE n , 2 Q' T. PER PL 1' ® WINDOWS. V/ EXIST. SECOND FLOOR • '� \ ELEV. +I'i.b' - -------- - - -- -- -F.J. PER PLAN - 0 . _ NEW HEADERS ABOVE g 3 NEW HEADERS ABOVE ry ALL WINDOWS 4LL S 4 DOOR5 PER DOOR PEP, PE STRUCTURAL PLANS 4 4 STRUCTURAL PLANS .,'J W p FIRST FLOOR NEW STUD TO 2"xb" SILLLil FLOOR ASSEMBLY PLATE CONNECTION 'DI' AS ® WINDOWS. PER PAGE 6-005 2"xb" SILL PLATE - ® WINDOWS. U EXI5T./PROP. FIRST FLOOR FIRST FLOOR EXIST./PROP. FIRST FLOOR ELEV. +b.6' 1 ELEV. +b.b s F.J. PER PLAN F.J. PER PLAN '�' F.J. PER PLAN s 'm ' 5 W DROPPED 61RDER PER PLAN W Amok LL PITCH PITCH PITCH 4 Q PITCH Q AVERAO- E GRADE AVERAGE GRADE Ul t11 �-GRADE GRADE`- GRADE ELEV. +5.3' Q GRAWLSPAGE qP ELEV. +5.3' �_�_z w b _ H�w w O BASEMENT 0 < juNvU PROP. CRAWLSPACE SLAB m z PROP. GRAWLSPAGE SLAB -------- m z U r UNHEATED- ELEV. +:2.b' ----- -- ELEV. +2.5' �UNFINISHED- Li EXIST. BASEMENT SLAB EXIST. BASEMENT SLAB ELEV.+c�.0' - ---- 0 ELEV. +O.O' - ---------------------- E] SEOT I ON I -I/A-50 I SECTION 2-2/A-501 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" BUILDING SECTION NOTES ONEW ROOFING NOTE (TYP): I. INSTALL NEW ASPHALT ROOF '5HIN6LE5 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER 5.INSTALL 15 # BUILDING FELT N.O.N.) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER R06E 4 HIP5 (AS REQ'D) b.PROVIDE RIDGE VENT (AS REOV) 7. FLASH ALL VALLEYS b.INSTALL DRIP EDGE AS REO'L> 41. INSTALL ALL AS PER MANU. 5PEC.'s H TYPICAL ROOF CEILING CONSTRUCTION: I w O • NEW ROOFING AS NOTED _—_—_RIDGE HEIGHT—_—_— _—_ • 1/2" GDX PLYWD 5HEATHIN6 OLOCKIN6 ® ALL ELEV. +33.3' PLYWD SEAMS RIDGE PER PLAN O • R.R.,G.J., 4 G.T. AS NOTED ON', PLANS (® SPANS C) OVER V INSTALL "X" BRID61NI6 ® CENTER OF SPAN, U.O.N) • MIN. OF R-50 SPRAY FOAM INSULATION LATH.; R-49 BATT FLAT CEILINC75 TYPICAL EXTERIOR WALL CONSTRUCTION (71'P): w 30 UPON "VENTED TYVEK" HOUSE WRAP (OR EQUAL) a • UPON I/2" COX PLYWD. 5HEAT41N6 (BLOCKING ® ALL PROP.V. RlVc5IDGE HEIGHT PLYWD SEAMS) ELE ------------- • 2"xb" STUDS ® I b" O.G. H/DBL. TOP PLATE PROJECT: • 2" FOAM INSULATION W/R-15 BAT'T INSULATION (R-2-I) 5/b" 6YP5UM BD. WALL FINISH RR, pF R p� NEW SIDING NOTE (TYP.): 2 `��``� SANTIS O I. INSTALL NIEW NUGEDAR SIDING ' 2."7YVEK" HOUSE WRAP (OR EQUAL) _ ADDITION 5.INSTALL ALL AS PER MANU. 5PEC.'s -- 4.PROVIDE ALL NECESSARY TRIM FOR !:R PLAN 5. 51DIN6 SHALL EXTEND TO TOP OF PROPER INSTALLATION ' FOUNDATION WALL P.4 z 465 BURGUNDY COURT OTYPICAL FLOOR CONSTRUCTION: % z m SOUTHOLD NY 11971 I. FINISH FLOORING TO SELECT p 2. 5/4" T46 GDX PLYWD. 5UBFL0OR GLUED 4 50RM^!ED w J 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' = INSTALL 'X' BRACE ® MID5PAN 0 F.J. PER PLAN DRAWING TITLE: 4, MIN, R-50 BATT INSULATION (ONLY BETWEEN FIRST z m ,T FLOOR AND FOUNDATION);FOAM RIM BOARD Q BUILDING SECTIONS NEW 5" THK. P. GONG. SLAB NON--RI ENFORCED PER PLAN =NNEV4 HEADERS ABOVE O NOTES GARAGE ALL WINDOWS 4 3 S DOORS PER N 4 FIRST FLOOR STRUCTURAL PLANS 4 FIRST FLOOR PAGE: ------------ PLATE EXIST./PROP. FIRST FLOOR PLAT SILL -- ----- - A-30LO ELEV.+b.b' S Y �, ® WINDOWS. EXIST./PROP. FIRST FLOOR ---- F.J. PER PLAN ----..__-_ ELEV. +b.b' EXIST. GARAGE SLAB F.J. PER PLAN 5 - - - - ELEV. +6.0' ----- � PITCH E�- -------------- GRAD -- 5 PITCH DATE: 02/05/24 11 OF 17 jjh AVERAGE GRADE GRAWLSPAGE GRAnF_ �- ELEV. +5.3' AVERAGE GRADE Q b ELEV. +5.3' GRAWLSPAGE O' b _ < Ij PROP. GRAWLS_PAG_E SLAB ----_—_—_—_— in p 0 z Q ELEV. +2.8 PROP. GRAWLSPAGE SLAB-- -- m p ILI Ap EXIST. BASEMENT SLAB ELEV. +O.O ---- EXIST. BASEMENT SLAB �; •_ . ' ELEV. +O.O P ! SEOT I ON 5-3/A-50 I SECTION 4-4/A-30 I °�,;,• ��.��.��+.rod•°�� 50ALE: 1/4" = PLC" SCALE: 1/4" = 1'-0" EXTERIOR SHEATHING AS <\ PER SECTION NOTES SIDING MATERIAL AS Q PER SECTION NOTES 0 I, BUILDING PAPER 6 HOUSE WRAP LLI W TO FULLY OVERLAP FLA5HIN6 _I CO EXIST. STUD WALL Q 4-1 N HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE "Z" FLASHING C � 51'EGIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SPEC.'s; 5/4"xb" P.T. DEGKIN6 0') PLANS AND NOT PROJECTING MORE THAN 4v2" INTO N.O.N. ON PLAN/ Q v- 5TAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT GAP FOR SECTION/DETAILS) _ -� 0 PITCHED METAL DRAINAGE JOIST HANGER BY --- .-- i r- '51MP5ON' OR EQUAL r - _ - f1 C (\J Z O \ FIRST FINISHED FLOOR =_ `� Y \ o Oo4 � O m 'Z METAL DTT DECK TENSION +5 JOISTS AS PER PLAN FASTENED w/(2) \Z TIE BY 'SIMP50N' (OR C N O IY2' MIN. SPACE BETWEEN \ 5/5" 0 x 5" LONG HEAVY DUTY GAL. FLASHING EQUAL) Q ro- p Q WALL AND HANDRAIL \ LAC BOLTS ® 16" O.G. INTO MUD SILL RIM BD.;WHEN ® FOUND. WALL FASTEN COUNTER g/4" PINE RISER \ w FLASHING P.T. DECK JOIST /(2) 5/8"� x 5" LONG APPROVED A5 PER PLAN MASONRY ANCHORS ® I6 O.G. s/4" PINE TREAD STANDARDS FOR O R I PPABLE HAND RAIL EXIST. FOUNDATION WALL SCALE: NTS lo" _ GR055 SECTION 2 LEDOER GONNEGT I ON DETA I L j MIN. z pr HANDRAIL CIRCULAR NON-CIRCULAR A-401.00 „ _ �_J I ROUNDED NOSING Q CLEARANCE SCALE: 1 I —O w/Y4" RADIUS Lu (NOT INCLUDED IN U \ TREAD DIMENSION) \ 4" (14_ u • _ V2" 1Y4��_2�� \ PERIII- 21'4" MIN. METER MAX. 4—J F z EXTERIOR 5HEATHIN6 AS \ PER SECTION NOTES N \ \ SIDING MATERIAL AS V \ \ \ PER SECTION NOTES r , BUILDINC7 PAPER 4 HOUSE RAP TO FULLY OVERLAP FLA5HINry TYP. ROOF I N6 (SEE (5) 2"A2" 5TRIN6ER5 ® w/ R-2I "Z" FLASHING \ tt / 5/4"xb" P.T. DEGKIN6 SECTION NOTES) INSULATION, IF UNDERSIDE 15 PAGING n l N.O.N. ON PLAN/ W GAP FOR ON (SEE SECTION NOTES) 5TORA6E/NON-HABITAL SPACE \ \ \ \ TYP. ROOF CONSTRUCTION ,� DRAINAGE Q \ - '5IMPSON' H2.5A p5 p�R PLAN 5TORAO E UNDER Y�" GYP. BD. - r RAFTER TIE R (WHEN APPLIGALBE) ® „ METAL DTT DECK TENSION JOISTS AS PER PLAN FASTENED w/(2) Z TIE BY '5IMPSON' (OR 5/8" 0 x 5" LONG HEAVY DUTY CAL. FLASHING EQUAL) © LA6 BOLTS ® 16" O.G. INTO MUD SILL $ G.J. AS PER PLAN RIM BD.;WHEN ® FOUND. WALL FASTEN COUNTER FASCIA BOARD TREATED 2"xl2" SILL FOR CONTACT ® w/ (2) 5/8"m x 5" LONC APPROVED FLASHING P.T. DECK JOIST w/GONG (IF APPLICABLE) MASONRY ANCHORS ® 16 O.G. AS PER PLAN ® FOUNDATION WALL BEAM A5 PER PLAN BASEMENT LEDOER GONNEGT I ON DETA I L NEW "SIMPSON" LUS26 A-401.00 " - " 6ALVANIZEID J015T SCALE: I 1'-0" PERMACAST COLUMNS AS PER PLAN w/ "SIMPSON" P064 (FOR 5 PLY BM) OR "SIMPSON" BC52-2/4 (FOR :2 PLY NTER I OR N00D STAIR DETAIL BM) P05T GAPS -401.00 SCALE: 5/4" = 1'-0" z PROVIDE 5" (MIN) GONG. COVER Q OF ALL REBAR WITHIN P. GONG:. z 0 O FOUND. WALLS d P. GONG. FTG'S. PROVIDE STRAPPING 4 NAILING 5-f x� N I— AS PER CONNECTION 'ID' IN �p U D p w "TYPICAL NAILING/STRAPPING m lY1 4 PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, V 4 MIN. 4" BETWEEN EDGES OF 5/4"xb" P.T. v BETWEEN CAVITIES 5HEAR, $ LATERAL RESISTANCE" Q W O I-I/2" SQUARE BALUSTER DECK BOARDS P.T. DECK JOISTS AS PER ENERGY TABLE ON PAGE 6-005 ® EA. STUD. y-IS m (WHEN APPLICABLE) (5TYLE TO SELECT) NOTED ON PLANS COVERED FOROH DETA I L FLOOR SYSTEM A5 NEW (2) 2"xb" P.T. SILL PLATES 5/4" x REQ'D NOTED PLAN UPON SILL SEAL UPON COPPER 5IMP50N H2.5A RAFTER HEIGHT P.T. RISER ° ° �� _ _ ?�-401.00 SCALE: 5/4 I O TERMITE SHIELD TIE (OR EQUAL) W 5/4"x6" P.T. DECK 5/4"x6" P.T. -- - - - - - \ NEW 5/5"4) HOOKED ANCHOR 2"x BLOCKING ® EA. BOARDS DECK BOARDS \ 11 WASHER $ ENDNUTw/3" SQUARE _ 5TRINCER TO MATCH SIZE PROJECT: OF P.T. DECK JOISTS ASPHALT DAMP I I N Z PROOFING TO EXTERIOR (2) I/2"� HOT DIPPED GALV. FASTEN STRINGER TO #4 HOOKED VERT. i-y , .<11 ,i BLOGKINC (MIN. b REBAR ® 48" O.G. 1 G BOLTS ® EA. POST w FASTENERS) / OVERSIZED ANTIS II ADDITION I �GRADE P.T. D.J. AS _ Z - —WASHERS $ END NUT PREBORED � BOTTOM OF WALL (2 TOTAL) PER PLAN cV- - INTO BEAM, POST, DECK TIE E N #4 HOR. CONT. REBAR ® TOP d II � RIM BOARD A55EMBELY y�p) '� II 1-z— 2"xl2" P.T. STRINGERS ® Ib" _ P.T. BEAM AS NOTED 4 THK. x 8 WIDE x WIDTH PERMAGAST COLUMNS AS PER PLAN P. GONG. FOUND. l^IALL all I cV Z = SOLID BLOCK 0 I2" D.G. OF STAIR P. GONG. PAD O.G. (MIN. 3 STRINGERS ® w/ "SIMPSON" P064 (FOR 5 PLY BM) I - ^4 - EA. STAIRWAY) (MIN. 4,000 PSI) II OR "SIMPSON" B052-2/4 (FOR 2 PLY (2) 51MP50N DJT14Z (1) I/2"m H.D. GALV. THRU BM) POST GAPS 465 BURGUNDY COURT P. GONG. CONT. 7T6. II 4 z- DECK JOIST TIE ® BOLT w/ OVERSIZED WASHER „ (MIN. 4,000 PSI) I ' - _ EA. POST d END NUT PREBORED INTO 2 x6 P.T. BLOCK IN BETWEEN - NOTE: SOUTHOLD NY 11971 P05T $ DECK JOIST TIE EA. STRINGER. FASTENED X ALL DEGKIN6 SHALL BE FASTENED (3) #5 HOR. CONT. REBAR + ..II .. O P. GONG. PAD w/ la/64" x tt1 II -� "51MP5ON" ABA44 w/COATED DEGKIN6 SCREWS BY 4" P. GONG. SLAB II° - ® COLUMN BASE 5-I/2 CONCRETE SCREWS BY _ r "DECK MATE" (OR EQUAL) I GALIBURN (OR EQUAL) - MIN. DRAWING TITLE: p . A o a n . . a all ,.4 j I iv 4"x4" P.T. POST (5) SCREWS PER BLOCK � O" MIN. POST BASE PER DESIGN DETAILS d e GRADE GRADE GRADE POST SIZE 8"0 '50NOTUBE' FILLED 11 �t 6 MIL POLY a ^ I SOLID w/ P. GONG. A + —� MOISTURE RETARDER - (MIN. 4,000 PSI) o _ g 14 GRAVEL BASE z FINISHED STONE - PROV. GLEAN III 4" GONG. SLAB (/COMPACT FILL EXTER I OR MOOD STAIR DETA I L (2) #4 HOR. REBAR 1 -401.00 PAGE: I I I I SCALE: 5/4" = I'—O" J ( ENT 12"xI2"x8 a REBAR" P. GONG. PAD ICLA-40LOO OUNDA� I ION Y `4LL DT I L \ FT6. (MIN. 4,000 P51) GRADE \�/��\\� BAGKFILL a --COMPACTED —O" EVERY 6 SCALE: 3/4" I' EXTERIOR hOOD DG�G DATAIL DATE: 02/05/24 12 OFA-401.00 \SCALE: 3/4" I'—O" 17 EXTEND FOUND. WALL # FT6. AT COL. PER FOUND. PLAN;PROVIDE z \\\\\\ ADDITIONAL (2) #5 VERT REBAR IN GONG. WALL BENEATH COLUMN o a \\\\\ a° P. GONG. FOUND. WALL 3 FTC AS 8 PER DETAIL 10/A-401 8 GOVERED FORC H DETAIL A-401.00 SCALE: 5/4" = 1'-0" O ENERAL 5�'�50L <E ' : d EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.5. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) - Q NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lu STL. WHEN APPLICABLE) �j �� J u NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Q :t' WOOD FRAME (L.5. STL. ® P05T FOR 4 WALLS N WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL � b7 NEW 2-HR FIRE RATI°D POST FOR b" WALLS), U.O.N. - O WOOD FRAME (L.O. 5TL. L- N z O WHEN APPLICABLE) a •� u') Y � c x c� o O O 4 -c O m c9 C N O � Q O O W F -1 - - - - - - - - - I I I I I I I I I I I I I I I I I I U •— I L 1 -1 - 1- 1 - - - - - - - - - - - - � -IW I I_ L I _I I UI I � � I Q � - - - - - - ®- - - - - �� om ° •. e , - - - - - - - - - (2) 2"xl " P.TJ DRP HEADER ; .. I— — — -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I x N I " QO QO I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I -- - - - - - - . - - - - - - - - - "xl0" P.T. DRP HEADER`� _- - 7 O 2"xl0" T'.T. DRP HEADER • I U — — — — — — — — — � '- - � Qo E N W , xlo F.J. PROPOSED I GRAWLSPAGE ® - - - - - - - - ® - - - - - - - -_ - - o - - - - - - - - - - - - - — — — — — — • F.J.EXIST. 2"xl0" 5 �"x8" HDR ( - - • EXIST. 2 Ix0 F.J.Li p o � I IL Lu o =X 0 � ® _ � L N PROPOSED ( x x I N X GRAWLSPAGE O O m 0 651 r PROPOSED ' , S.F. EXIST. GRAWLSPAGE - EXIST. EXIST. x PROPOSED •• • UP MECHANICAL I w STORAGE ROOM - - _ Z - - — J (2) I.'f5" x 1.8'I5" LVL DRP. HDR - - - - - - -•J ® � - J < : NEW 2"x I V F.J. Q 'i 0. c c I N N N N a12" O.G. p0 I 5 00 W in x�9 " EXIST. 2NIV F.J. N EXIST. 2NIO" F.J. - - - 6_ - _ ® I" ® I6" O.G. ® 16" O.G. (3) I--7 x �i.5"�LVI� DI P. HEADER - Jr (3) I.'-" x 9.5" LVL DRP. HEADER - • x z I I I - - - - - - - — — — - - - - � PROJECT: I 1 1 1 - - - L L L JSANTIS ADDITION - - - - - - - MODIFIED GARAGE O ri - - - - - - - - - - - - --J 4.65 BURGUNDY COURT Ul - - - - - - -- - - - - - - - - - � PROPOSED ® - - - - - - - SOUTHOLD, NY 11971 CRAW SPACE - - p 0 F- - - - - - - - - 1 0 0 _ _ - - - - - - - - - - L PROPOSED STRUCTURAL PLAN DRAWING TITLE: —— L— — — I L C� L - - — — — — — — — — — — — — � � � � - — — — — — — — — — — — — — I �� • I I •.❑° I - - - - - - - - � PAGE: L - - - - - - - - - - - � - � Ct 101000 DATE: 02/05/24 13 OF 17 ,r i ROPOSEE:) FOUNIDATI ON STRUCTURAL PLAN ��``'o�,� �u p� '�.1 SCALE: 1/4" C II—OII 0 Y (5EI ` ERAL 5�t,�50L < I : Q EXISTING TO BE DEMOLISHED NEW PART a HE G T WOOD FRAME (L.O. STL. WHEN APPLICABLE) EXISTING TO REMAIN �-{ Lu NEW WOOD FRAME (L..6. NEW FOUNDATION WALL J �-I STL. WHEN APPLIGAELE) O M NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Lo Q 4-1 CV WOOD FRAME (L.G. STL. © POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL C 0 O POST FOR (5" WALLS), U.O.N. _ ': 0 WOOD FRAMRE RATED 'O (V z O WHEN APPLICABLE) a co Lo 2 X � N 0 0 +- 1 ate-+ Om � � C N O � cc Q a � o EXIST. EXIST. (4 RI 'I. UP UP (5) r ® 10" EXIST. r DECK v W T EXIST. • DECK lu z U PROPOSED (2) I.75"X 1.5" LV_L HDR. DECK 0) ADDITION I • 0 in 1 I (5) 2"xb" P05T (3) 1.5"x9.5" LVL HEADER (TRP. JACK STUD) (PROV. DBL. POST BETWEEN EA. WINDOW) PROPOSED Q DECK (2) L"75"XI1.515" LVL HDR. L 5/4" DECKING EXIST. (2) 2"x6" G.T. I ®45" O.G. (SEE SECT. FOR HT.) z WRAP W/ IX P.P.P (2) 1.75"XI1.875" LVL HDR.I -- - - - -- I _ LINEN OO OO I MA EUP cL. i EXIST. 2"xIO" F.J. STA ION MODIFIED I O V O U III i KITCHEN �— Oy �} 2"X6" FALSE R.R. I �!N O (o) x O x O ® I6 O.G. EXI57. 2 xl0 G.J. LL ( 7- Q Q p PR PROPOSED �I' PROP. W K-IN ® I6 O.G. * _ _ _ _ -L O OP N 0 GL. H RS Q PROPOSED Ll ~ I �n Ir — — BUTLER 5 BATHROOM N ® * MASTER ►n� •°jo g v = X 4 w �� —O AP NTRY w w O BATHROOM 6 K 1 v w� v �- I I I ?C PROP. Clfl PROPOSED N w — CL. MASTER c^`v PROPOSED DEN (BEDROOM 1 II Q X Q BEARING WALL BEARING WALL 12 1 Q m ( ^ Lu CATHEDRAL CEILING- ram. - a - EXIST. 2NIO" F.J. OC PROP. 0 0 0 ml HALLWAY I t o o EXIST. 2"xl0" F.J. p ® Ib" O.G. N u v IQ N (2) 2"xb" POST (TYP) - - - - - - aI z O (5) 2"x4" POST cV O N O EXIST. LIVING I w -- --- ROOM (2) 2"XIO" DRP. HDR. (2) 2"XIO" DRP. HDR. PROPOSED PROP. ® PROP. _ EXIST. (2) 2"x6" C.T. I ( = 12'-0" MUDROOM LAUNDRY WALK-IN —_— --- I ® 45" O.G. (SEE SECT. FOR HT) 0 - ROOM G HIS IV to 1 WRAP W/ IX P.P.P R z 1- 3 2 x4 I Q � Q ( ) + + PROP. � I z in V in POST ® CL. W 2"X6" FALSE R.R. g :31 `X p =2 F`- _ qa ® I6" O.G. O r,� I 0 MODIFIED BEARING WALL x p 0 OYER EXIST. 2NIO" F.J. EXTEND ALL TO R.R. w w ai ® I6 O.G. ( I ® 7 W NEW I I �< p �� MODIFIED ( T ® lo UP -� XIS DINING ROOM �u —-— —-— (2) 2"x6" POST(TYP) in Q / a r " (3) POST PROJECT: POST � �? / �I (2) 1.75"Alb75" LVL HDR. E (5) 2"x4" (5) I.75"xq.5" 2.OE MICROLLAM K MODIFIED = 0 _ c AG P AGOP AGST FROM DOTTED LINE TO FRONT ADDITION NEW F.J. _ POST L) .5" STEEL FLITCH PLATES _ GARAGE F K SANTIS YL- FLUSH HEADER N (3) 2 xb z = ` ADDITION POST (2) I.:"X5" LVL HDR. 3 i _ v W NEW. 2"xl0" F.J. - - w J x 0 \ I Z� (2) 1.75 X41.5 LVL HDR. 0 X (2) 1.75 XQ.5 LVL HDR. MODIFIED x O . - -- COVERED �k) 465 BURGUNDY COURT PORCH _ s L75�"xas" LVL�IDR. x SOUTHOLD, NY 11971 WRAP W/ IX AZEK - - - - - -;- o - - - - - - - - - - - - - - - - - - - - - - - - - L=l DRAWING TITLE: fy PROPOSED STRUCTURAL PLAN X w PAGE: FROPOSEP FIRST FLOOR STRUCTURAL PLAN — O 2 . O O SCALE: 1/4" DATE: 02/05/24 14 OF 17 dv �1 0 tp� ' kar F _ EX15TINO TO BE DEMOL15HED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) LLJ NEW WOOD FRAME (L.O. NEW FOUNDATION WALL J STL. WHEN APPLICABLE) M NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUGTURAL Qa,' E L4-1 N W R WOOD FRAME (LO. 5TL. © P05T FOP, 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUC,TURAL O r- P05T FOR 6" WALLS), U.O.N. — 'O } 0 NEW 2-HR FIRE RATED r _ WOOD FRAME (LO. 5TL. LO N z O WHEN APPLICABLE) a Lo . ,I c X N O O a-+ O m C4 N (D Q O O W 4J -0 U • - 4� � -�.-� m -c + U c -- - - - - I 0)I Q .- I I AOL (2)EXIST. EXIST. 63"WX4'4"H D.H. 5T WX4'4"H D.H. EX15T. ? N EXIST. N WALK-IN U X CIL EXIST, R a N BATHROOM . O X ® EX15T,cll— Lu ° o I I N ® X w I MODIFIED Lu BEDROOM 5 — — EXISTING FLUSH HDR. TO REMAIN \\ I I ® ® , (2) I.15"x1l.515" LVL FLU5H HDR. — — — — — — — — I—V--1 MODIFIED BEDROOM 2 w — . 5"xllb'15" LVL FLUSH HDR. EXIST. O c� - - - - - - v )< X lu — I w xo o F F PROJECT: — X ® `' (3) 2"xb" (3) 2"x6" w P05T (5) I.'15"xl4" LVL FLUSH HDR. P05T SA N T I S - - - - - ADDITION L — — — — -- — — — — — — — — — — — U 6'3�WX4'4"HD.H. MODIFIED ATTIC, O ® 465 BURGUNDY COURT — — — — — — — — — — — — — — - SOUTHOLD, NY11971 L L — — — — — — — J DRAWING TITLE: - - - - - - - - - - - - - - - - - -� PROPOSED STRUCTURAL PLAN FROF05EL�) 5F-OON7 FLOOR 5TRUOTURAL PLAN PAGE: 50ALE: 1/4" = I'-O" S-ml03m00 DATE: 02/05/24 15 OF 17 r--D Ap '0 „ 374Q`' � 0ENERAL 5`'M50L <E) : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT CL WOOD FRAME (L.O. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) 0 NEW WOOD FRAME (L.O. NEW FOUNDATION WALL J f6 STL. WHEN APPLICABLE) (y) NEW I-HR FIRE RATE'.D MIN. (2) 2"x4" 5TRUGTURAL <�,• U) WOOD FRAME (L.G. STL. ® POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL O POST FOR (o" WALLS), U.O.N. — '0 }; 0 NEW 2-HR FIRE RATED •L IY WOOD FRAME (L.G. 5TL. O O N z r WHEN APPLICABLE) r2 •cc Lo -'e ,;. X � (V 0 O O 4-+ � O m � � C N O � Q a O W U •- 4"x5" ALUM. (TOp�SPOUT T M DEL. POST (TYP) • — 1 1 1 — + 4"x5" ALUM. 4"x3" ALUM. v N DOWN51"OUT 6"x3" ALUM. Q DOWNSPOUT (TYPa GUTTER HIGH GUTTER (TYP) (TYPa x POINT(TYP) .— Q Q O � W 15:12 PITCH 15:12 PITCH DOWNSPOUT b"x3" ALUM. Qa. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 4"x3" ALUM. 13 Q' d (TYP) GUTTER (TYP) GUTTER HIGH 4"xV ALUM. POINT (TYP) DEL. P05T(TYP) DOWNSPOUT b"x3" ALUM. (TYPa fX GUTTER (T1'P.) — — — — — — — X - - - - - - - - - — - - - - - - — — � — — � — I I I I - - - NEW 2"xl0" R.R. NEW 2"xl0" R.R. z NEW 2"xl0" R.R. NEW ® I6 O.G. ® 16" O.G.2"xl0" R.R. Q1 EXIST. AIR IY ® 161, O.G, 016110.0. R v HANDLER IN ATTICui ri X 15:12 FITCH 15:12 PITS DBL. POST (TYPa NEW 2(2) xl0' R.R. NEW (2) 2 xl0 R.R. N — Lu — A-301 A-301 XN " " I UJ - w - z = a NEW 2"xl2" R GE ® 45" O.G. ® 45" O.G. r 10 r t- I x D I v r 0 N H F x OIL TYP H L — LI DBL. P05T (TYP) DBL. P05T (TYP) p l a I F— 7 15:12 PITCH 15:12 PITCH NEW 2 xl2 RIDGE — _ 4"x8" ALUM. „ „ tu c—� I DOWNSPOUT POINT R TMQa EXIST. 2 xl2 RIDGE (TYPa I I I I I I z Li d — I— —I a R 4"xV ALUM. — — — v —P 15:1�PI>� 15:12�PhTG_H DOWNSTMPa �- v FLASHING AT O I I O 0 .(�� a O WALL (TYP) �� N cV U V v (2) I.'15 X9.5 LVL R.R. _ _ (2) I.-15 Xq.5 LVL R.R. tfr iU _l N ® a a d a ° NEW 2"xIO" R.R. ( (2) 1.15"X9.5" LVL HDR. I ( ® Ib" O.G. GUTTER HIGH GUTTER HIGH ~ t U r' O p t= — — — — N I5:12 PITCH POINT(TYP) POINT(TYP) Lu NEW VxIO" RIDGE 0��' <� cV _ NEW 2"xl0" R.R. --txt T Q o N ® (Y a L — — — O.G. - - 3 — — — — — J v �l� O >tu 4"xV ALUM. p N— z -t 4"xV ALUM. %DOWNSPOUT NEW 2"xl0" R.R. N ® (V iIl R; DOWNSPOUT (TYPa — — — — — — "1:12 -I:12�PITCH I 0 (TYPa to d Lu Q Q NEW 2 xl0 R.R. — x= _ I Q O m Q DBL. POST (TYPa GUTTER HIGH NEW 2"xV R.R. NEW 2"x8" R.R. ry ri ® ri Q ry `d p IS15h�P IS5:1� ® I6" O.G. ® 16" o.G. PROJECT: — — — — POINT (TYPa �— — — — — — — — (� I I � L - - — — — — — — — o to - - - - - - UPPER � '� SANTIS 4"xV ALUM. GUTTER HIC7H—/ — — — — — — — — — — — — DOWNSPOUT POINT (TYP) O R' ADDITION (TYPa x '7:I2 PITCH O IILER HIGH UPPER 4 x3 ALUM. — — — — — — —UX — — — — — — .4— — — — — — — — — T(TYP) DORMERR DOWN PTYP) 4 x3 ALUM. X ® I — — — — 465 BURGUNDY COURT — — — vowN(�Ta w - - - - - - - - - - - SOUTHOLD, NY11971 b"x5" ALUM. DRAWING TITLE: 4 x3" ALUM. O (() 4 x3 ALUM. DOWNSPOUT O GUTTER HIGH GUTTER (TYPa m vowNSPOUT PROPOSED STRUCTURAL PLAN (TYP) ry Q (TYPa Q POINT (TYPa FROF05EZ) ROOF FRAM I NO PLAN PAGE: SCALE: 1/4" = 1'-0" S-104m00 DATE: 02/05/24 16 OF 17 A, D A/?C i a 0 w Lu c>3 J fM C In O = � O i >: C9 O C N z 0 a •� Lo x � c\j O a--� 1 o m Z (.0 +� c NO cam Q O W 4—J U •— U D - -J m U c LL c� o LL 4" FRESH AIR VENT d J `THROUGH RODE V I Q3"1 I I I I I I I I r I O I O 1 � I PROVIDE "ABESCO FF200 FR 0 I EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS IN FIRE f N RATED WALLS AND FLOORS/CEILINGS. PRODUCTNOTE: I ALL PLUMBING WORK CONFORMS TO ASTM E 814, U1 SHALL CONFORM TO ASTM E 84, AND UL 14'19 EXIST. WATER SUPPLY SYSTEM LOCAL PLUMBING GODS G.O. r I MASTER BATH FULL BATH LAUNDRY KITCHEN 1 ESEND _ _ ----- NOTE:LUMBI N6 WORK MASTER BATH FULL BATH KITCHEN I I ____ HOT WATER LAUNDRY _ r 2" 2 I SHALL CONFORM TO I — SUPPLY R� —— ————�—T—— 7 1 1 1 1 LOCAL PLUMBING CODE I • p 2"1 --- 2"1 2"1 1 i I 2"1 2 1 12" p I I F-.._.._..� GOLD WATER � 1 I I I 1 1 GLEAN OUT O Q4 �4 1 SUPPLY I 12 1 2 121: I 1 3 1 AS REOV u 1 Q4 I I I I _ I I I 1 1 1 1 1 I 5 14 1 Q 1 •Q Q I 1 1 PROVIDE "ABESGO FP200 FR I 1 1 I I EXIST. F.A.I. TO I u REMAIN I I I I Q4 94 94 I I Q' 1 EXPANDING FOAM" (OR EQUAL) W.�. I i V 1 'x I •T I p� I p� I p� 1 m V I �3 i 1 I� I AT ALL PENETRATIONS IN FIRE Z 1 SSHOWER ISHOWER I— 1_ W.G. \ I !V I v x I� � I I 1I �v W.G. X iv *� _ iv 1 w I 2 %) =1 1 I I IU Iv I RATED WALLS AND 1 TUB I nSHER DW DWZ m cV1 1n cV1 IN =ry1 �= iv1 1= SHOWER ryI 1= SHOWER - 1 iN m cV1 jc�v iv1 jiV I FLOORS/CEILINGS. PRODUCT 2 3: �I �- �I �- �I TUB �IJ� �I �I I WASHER �1 DW �I pyy 1 CONFORMS TO ASTM E 814, O G O ASTM E 84, AND UL 14701 c� - -- --- -- =- - -6-------- - ---- - ---- -------- -- �---- --- -----I- G.O. I � � 4" CONNECT TO I 4" HOUSE EXIST. WATER I I MAIN DRAIN G.O. SUPPLY SYSTEM I Lu 1 TO PRIVATE 1 I WELL Q I 0 411 TO SEPTIC --------� .._.._..� SYSTEM ------- I PROJECT: -j 1 � � I N SANTIS EXIST. —BOILER ADDITION 465 BURGUNDY COURT FLUMBINO R 15E - DRAIN / NA5TE / VENT FLUME3 1 NO RISER — SUFFL.Y SOUTHOLD, NY 11971 SCALE: NT5 SCALE: NT5 DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: P-1.0 1.0 00 DATE: 02/05/24 17 OF 17 � pN� ., O fit'`�, •x. Q N �A� 3740").�,/O� OF N V-V