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Home My WebLink About52914-Z TOWN of SOUTHOLD by BUILDING DEPARTMENT 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#: 52914 Date: 04/27/2026 Permission is hereby granted to: Angel B Chimbo 105 oakvriew Hwy Trlr 20 East Hampton, NY 11937 To: demolish (as per Town Code definition) and reconstruct a single-family dwelling as applied for per SCHD approval. Premises Located at: 565 Barley Ln, Southold, NY 11971 SCTIVI# 59.-4-5.10 Pursuant to application dated 04/15/2026 and approved by the Building Inspector. To expire on 04/26/2028. Contractors: Required Inspections: Fees Single Family Dwelling- Addition&Alteration $2,803.25 CO-RESIDENTIAL $100.00 Total S2.903.25 Building Inspector TOWN OF SOUTHOLD w Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone 6 1 7+65-1 02 Fa (631) 765-9502 1,v s� Date Received APPLICATION FOR BUILDING PERMIT . For Office Use Only PERMIT NO Building Inspector r mom Applications and forms must be filled out in their entirety.incomplete applications will not be accepted. Where the Applicant is not the owner,an „ �� mF.�p h �.' Vp Owner's Authorization form(Page 2)shall be completed. k ` o Date: OWNER(S)OF PROPERTY: N a m e: SCTM # 1000-0, Q,,_V-0-o� — - Project Address: .' - ` 5 .......... A Phone#: Em ail,: Mailing Address: CONTACT PERSON: Name: Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Porti l to Mailing Address:PO Box 152, Mattituck, N.Y. 11952 ------------------ Phone#:631 603 9092 Email:aportillo@arnparchitoct.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email. DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑other WilI the lot be re-graded? ❑'Yes o Will excess fill be removed from premises? Yes Cl No 1 PROPERTY INFORMATION Existing use of property: Intended use of property: S too's u Zone or use district in which premises is situated,, Are there any covenants and restrictions with respect to this property? Yes Mo IF YES, PROVIDE A COPY. JtCheck Box After Reading* The owner/co tractor/design professional is responsible for all drainage and storm water issues as provided by 0 Chapter 236 of the Town Code. APPUCATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,Counity,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. WHO q Application Submitted B', (print name): C sprint -,R Authorized Agent ElOwner Signature of Applicant: Date: STATE OF NEW YORK) cc- COUNTY OF being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 ----------- A ary Pu�llic WIN TIFFANY J BEREZN Notary Public-Stataof New'yoll No.01SE6284112 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County (Where the applicant is n MY Gotnmission Expires 06/17/2 9, riot the owner) !:?2 residing at,, C do hereby authorize 11, , 0 )vv to apply on my behalf to the Town of Southold Building Department for approval as described herein., Owner's ignature Date I Print OWWWs Name 2 t — :r^ `€. a p:re..¢ tea � -s w _ r= i D+y'c P - Irc or•taF a tM ->;>rc ! a lton.rac y.,a.tefc t xae t.•.n;f¢t.ro c.,:a.:a:r^ �' :._.-4eq ap �v �. -t .� - - ins �va- `_ �a,`�'._.- -'> Fsz * -tom. x s<c...rre•ea.,cr>p....cca w Inc rams«tvn ... tul, -':ems.*' ¢. --fir-,,-w.a«s :ti�v _ LU +, - J @ l '- N LQ ^ _ ,n sv. ;> -` ca« _a.o[ea>a.>•,rr.ee-:.cm.row r a.Fee a.va - ,\��-- \V \ \ t¢•+y r.b.- W-G 9 a.x>>mrr lK Ccv.acG...i�a Kp ' T g , y tea __ `•-. -_. .-_. * - REAt 7 armve e¢^r«x ?^ _ CIJ a ..e a>.s ;- � � �---» - --- - -- -� Z O cat Qt.D- `cu`�s•7 \r �2 \ \ :'\ -c.=F'"IG to--.A�h^_e.� 5 At1 Mxa1iG0 A OHrS a'e t P'*� x'_ "¥ti °`#�.c LO „� .. .v`` L _ € C i -, _ --_ 1 1 4 Q y.. g '• a :: o( I. ..+ �' a-i LC7GATICNMAF a _ c r,-nn t o.If.,D Ts 4->o.e^:Iro ..nrr cP x t a alanc t t ¢.cw = � .� ee urua tK r j, T l ZONIW6 174TA LGT�E - ;EL-07 GN 5 gte* lee vye e fl ee F9ab tc T Mc 'r,y ppa Dc 1�>La'.¢a F -a8;.xd�-S 1(?CG-'JS Gam'-5 lQ �'^� a±< '�REEh ELDS GF 5d KHGLv atrPue e€me an - 't t. 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Certification For BERGARA E FAG SEPTIC 5 ase Installation and Construction the Sewage Disposal System 1 a R ear, k t • a:F-ar ay -,m:�«xa-ar � - t� `�'a�: � � ..� Use Form WWM-073 _-* s .. - ....... _..__ ...... - _� 4 � � 565 BARLEY LANE _s _ t - Abandonment i f the existing sanitary system must be in "�; � I '� �� SOUTH(iLD,NY 11971 A ° ate conformance with the Department's requirements. f z Submit completed form �11N1-f38{l as proof -A ,t NOTES ar ene 4 ttn.rcr I-ne eaart. t:n; ir_ €± _ 1 j ICLEAN ( -�,; - SITE INFORMATION a3 J i SITE PLAN —__551-17FOL K C OL;N HEAL-H DEuARTMEN7 AaPRGVA— E T Tt H M E NT IS — z �. REFERENCE IG..----_--- 1 n• 1 PAGE: LJ SFFC}II� LNT IFPITFTI OF T SERVICES _ _ SP-101.00 1d t LACS AL OF CONSTRUCTION FOR A 111�L-Zv .�,+ E` Q 'DATE•03f26I26PERMIT FORAPPROV SETrIEN E qy d ---- _ SINGLE FAMILY RESIDENCE ONLY N L ADERS TO NEAREST DR"Y.ELL - E lea. �A-a. G N-RtK;TI,,,DOOUkEN 5 5•ET `+ �� - _ _ - 's 3t�s�2a2s = R-26-Q366 E — ----------- -� ---00-- .� nu- � ,_ L?RAINA;"GRi.£.1?Lt}T1Gt°4 I vxis`....R — 15G c .. r r - . Per F �v 5 ca g 126 FT 64As C 5C ALEXPIRES THREE YEARS FROMDATE F APPROVAL 51TE PLAN SCALE 1 --F 15- ©' RECREATION d OPEN SPACE SITE PLAN HATCH KEY: (PLAYGROUND) N 21050,5011' W 150.00, PROPOSED BUILDING ADDITION m�J EL.=2a.68' PROPOSED AGCE55ORY 5TRUCTURE Q a., 1 ' 9 PROPOSED 2ND STORY LLJ O J f6 cry I I Q ' N REclintl i d' O SUBDIVISION ( ce i LOT I6 z Cfl "6REENFIELD5 OF 5OUTHOLD" O O N „ 0 CL '- Lo C C 2 O N ' V * .8, /' sz ?� ••�• ♦` ^r. t'i,` •`N(•i 1 jat r'"w.�/'•• y ,,.• O 6L� �„J \//tip�/ //' •,. a O N 0 O 50' REAR YARD SETBACK I / = `(•�►^,� �F�{a Y . _ ' 4�' a 5UBJEGT PROPERTY 1 1 ! f, A�! mil/ © ,/< ',�•�� '.a• r� F 4 - PROPOSED FIRST FLOOR ADD17I0N -' PROPOSED FRONT AND REAR CONCRETE DECKS m 1 - PROPOSED 100 CAL. LURID fi�ROi=�-4N TANK j 4 .4.+�' j,�; Lu PROP05ED NEN I/A ON75 SYSTEM A,„`- .. \\•• .. . - ja, z'..�. 'a .r.i Ki ('; ;- - r., r"P !�'''�'.•, .r �4": ,"t', U ■ Y) (/ � •) a .r'"�4 E <' R •'tiz it a.(y" r A' �• • .+• . ,^•: 1 D� �wi l�r e'er ., .. F'„ i {,'^ °�, ' P '.�'"".ram (i/Q 1 < . «. : r ., O IO�ll� T D/ �T .� H ( ;pa. „ .,rr ' • �."1- r •4 •ayb>+✓' '� ` '' 'r . p Y. ` ' �ROP� LOCATION . I POOL PROP. PATIO ® GRADE MAF U PROJECT / ZONING DATA 50ALE: NT5 I 1 TAX MAP' # 1000-05a-04-5.10 ■ 0 3 PROP. FIREPLACE ZONING M15TRICT R-40 / C ? AREA ( GRAVEL ) LOT AREA O.a ACRES -pQ •00 PROJECT LOCATION & SCOPE Cof0 -MAIN DWELLING + 1/04/2022 SITE PLAN & ZONING DATA i 35.5�' \ \\\ GARAGE PROP. SUFFOLK COUNTY HD APPROVAL PENDING N IN-GROUND POOL FLOOR A},REA5 (NOT PART OP o (5-002•QQ GENERAL NOTES THIS PILLING) EX15TINO EXISTING ENERGY TABLE lX CONDITIONED OR055 3 o AREA AREA STRUCTURAL DESIGN CHARTS m 5' /hROP� 10' MIN. BA5EMEN4T N/A 1,260 S.F. o � HOLDOWN ANCHOR BOLT�� 1 IN. �8D�1 � M/ly I I �• .00 � , FIRST FL200R AREA 1,20a S.F. 1,630 S.F. /o, `� ROPE STRAPPING, & NAILING DETAILS AREA TOTALS 1,2oa S.F. 2,8ao S.F. FASTENING SCHEDULE 24.a' 0, M�N•� ' PROP.I CONDENSER I PROPOSED PROPOSED 22.5 GONG. PAD CONDITIONED OR055 -®O .00 I6,6' AREA AREA FRAMING GRAPHICS PROP. WINDOW WELL / 2 j PROP. WINDOW WELL N PROP. / BASEMENIT I,a5a S.F. 2,1957 5.F. BEAM CONNECTION PATTERNS � I-STORY PROP. PROP• /ADDITION w/ GONG. I-STORY �, I FIREBLOCKING DETAILS / BASEMENT DECK ADDITION w/' FIRST FLOOR AREA 2,2a5 S.F. 2,456 S.F. REMOVE EXIST =_____ _ BASEMENT /� STAIRS AREA TOTALS 4,254 S.F. 2,45(o S.F. - I O .00 PROPOSED DEMOLITION PLANS 26.T 64.5' EXIST. I-STORY WD. PR. PROP. BASEMENT I I DWELLING w/BASEMENT w/ N ENTRY STAIR P ,o B DROOMS)NS 1 LOT 0O�/ERAGE .00 PROPOSED FOUNDATION PLAN P.P. EL•=3a•a5' 57.3' SOUTHOLL7 TOWN CODE ( 280 - ATT. 312 1 27.2' DE5CRIP"TION (FOOTPRINT) AREA LOT 2 14.8 COVERAGE - I Q�j •00 PROPOSED FIRST FLOOR PLAN O PROP. GONG EXIST. BURIED r"---- PORCH 40.0 TOTAL LcOT AREA 41,248 S.F. � ' - - TELEPHONE WIRE5 1 I 1 1 I EXISTING, MAIN DWELLING 1,577 S.F. 3.896 PROP05E:D ADDITIONS 864 5.F. 2.196 Z-_-=1 �- --I PROP. PROP051=D GONG. FRONT 4 REAR 744 S.F. 1.890 - I O�•00 PROPOSED ROOF PLAN a MIN. I 0� I I DRIVEWAY N I I DECKS I PROPOSE=D POOL (NOT PART OF I I 1 80o S.F. 1.as6 PROJECT: THIS FILLING) I� MI Il TOTAL AI,REA OF ALL STRUCTURES 3,a85 S.F. a.796PROPOSED WINDOW & DOOR SCHEDULES �- 105 .00 PROP. 1,000 I ;� _ •:\ ° ; II MAXIMUM LOT COVERAGE ALLOWED: 2096 B E R G A RA GAL. BURIED I PROPANE TANK U I�� - - - - I I 15' LI - - - - - - , RECONSTRUCTION I�-MIN.-"l_}I--Mo ° 11 1 501 1=RONT YARD sETBAr-K I ZONING RE:GULATION5 MAIN BUILDING II I I O SOUTHOLDl TOWN GODS ( 280 - ATT. 3 ) ®2O � .00 PROPOSED EXTERIOR ELEVATIONS N 565 BARLEY LANE II r I MAIN DI,^lE`LLI 5 REO. EXIST. PROPOSED COMPLIES SOUTHOLD, NY 11971 z MIN. FRONT YARD 50.0' 73.2' 73.2' YE5 -202•QQ PROPOSED EXTERIOR ELEVATIONS Ali I MIN. SIDE YARD 15.0' 26.7' 24.a' YEs DRAWING TITLE: (LI PROJECT LOCATION & SCOPE LL ZI MIN. GOME3INED , Z 0Il 0 HOLE w SIDE YAR:D5 35.0 84.0 82.2 YE5 BUILDING SECTIONS SITE PLAN & ZONING DATA UA --I O I EXIST. TREE Oil EL.=37.6' 1 0 MIN. REAF, YARD 50.0' 167.1' 145.6' YES -�O m To REMAIN ddI ly 3 j MAXIMUM HEIGHT 55.0' 15.0' 15.0' YES DESIGN DETAILS z PAGE: II EL.=37.78' X EXIST. STORM �-�O •QQ wl 454.82' WATER DRAIN EL.=3'1.6a' INLET _ _ _ SOUTHOLID TOWN CODE 280-20'7 (A)(1) _ 5 21°50'30" E 150.00 ®® ■ ®® II EXIST. WATER�O I LOT SIZE: / AREA IN ALLOWABLE TOTAL VALVE ❑ EXCESS (OF 40,000 41248.0 S.F. 1,248.0 S.F. OFA 5FA (a) LOTS CONTAINING UP 7,100 S.F. A-�•O2•QQ DESIGN DETAILS li E3 A fit L E Y L A N E TO Bo,000 S.F. MAX. DATE: 04/08/26 1 OF 18 II ALLOWAI$LE S.F. / PLUS 596 �RO�OS�D SITE �� PLAN I OF EXGE`.SS LOT AREA 5,100.0 S.F. 62.4 S.F. 5,162.4 S.F. 2,456 S.F. J J L I� OVER 4a,000 SCALE: I" = 15'-0" �j- I Q ( •QQ PROPOSED STRUCTURAL PLANS SITE LAYOUT NOTES: I. TH15 15 AN ARCHITECT'S SITE PLAN 15 DRAINAGE SYSTEM INSTALLATION NOTES: 5UBJEGT TO VERIFICATION BY A LICENSED DRAINAGE CALCULATIONS • A MINIMUM 10' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 B <e' '.:.'•"�' " WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC SURVEYOR. THE INFORMATION REPRESENTED ON THI5 51TE PLAN 15 TO THE NEW IIMPERVIOU5 SURFACE AREA; EXIST. COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER �`` %"�"• ; ARCHITECTS BEST OF KNOWLEDGE. DWELLIN5 + PROP. ADDITION + PROP. GONG. 3,184 S.F. �- I O2 •QQ PROPOSED STRUCTURAL PLANS DRYWELL5, AND THE EDGE OF ALL FOUNDATION WALLS DEGIGS • A MINIMUM 5' 5EPARATION 15 REQUIRED BETWEEN DRYWELL5 PROPERTY LINES 2. SURVEY INFORMATION WAS OBTAINED STORAGE VOLUME REQUIRED A MINIMUM 20' 5EPARATION 15 REQUIRED BETWEEN DRYWELL5 AND FROM A SURVEY DATED DECEMBER 01, (2" RAINFALL EVENT x ROOF COVERAGE) 530.7 G.F. - o 2025, MOST RECENTLY REVISED FEBRUARY �j I Q�j•QQ PROPOSED STRUCTURAL PLANS x BURIED PROPANE FUEL TANKS. 27, 2026, AND PREPARED BY: 5TOR:AGE PROVIDED PER VERTICAL FOOT 11�, , `41- • A MINIMUM 2' VERTICAL SEPARATION 15 REQUIRED BETWEEN THE OF 5"0 DRYWELL DEPTH 42.2 G.F. BOTTOM OF DRYWELL5 THE HIGHEST EXPECTED GROUNDWATER �`A``.r,`` ELEVATION. YOUNG ASSOCIATES TOTAL DRYWELL DEPTH REQUIRED 400 OSTRANDER AVENUE 12.6 FT. �- Q •QQ PLUMBING RISER DIAGRAMS • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL (VOL.. REQ.D / VOL. PROV. PER FT DEPTH) • SEE ALSO DETAIL ON CONSTRUCTION DOCUMENTS SET. TELEPHONE, (6 I1a01 GAS RISER DIAGRAM - TELEPHONE: (631) 727-2303 PROP/IDE (2) 8 O x 8 DEEP DRYWELL5 EMAIL: ADMINCYOUNGENOINEERING.GOM CARPENTRY FOUNDATION, CONCRETE, AND MASONRY ____ NOTES � Sj=EG I F I G,4TI 0N5 I. ALL LUMBER SHALL BE DOU61-AS FIR LARCH #2 a BETTER (Flo = 8"15) UNLESS WOOD FRAMING MATERIAL STANDARDS 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT aQ \/ IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED OTHERWISE NOTED. THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE APPLIES TO THE NEW WORK BEIINO PERFORMED AND SHALL COORDINATE THE A1� 5RE ` I A7I ONS T06ETHEP AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY 5UB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR rco WORK 2• ALL LUMBER IN CRAWL SPACES TO BE I8 ABOVE SCRATCH GOAT. MAINTAIN PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING THE FIRST AND SECOND FLOOR-5 ARE TAKEN INTO ACCOUNT. BD. I BOARD INSUL. INSULATION 8 MIN. FOUNDATION EXPOSURE. JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED a AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 2, ALL FOOTIN05 TO BEAR ON 'FIRM, VIRGIN, UNDISTURBED SOIL BFE BASE FLOOD ELEVATION INT. INTERIOR Q 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIOHT5 WITH THE EXISTING STRUCTURE. (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 5. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT., U.O.N. BLDG. BUILDING K KIPS (1000 LBS) W APPLICABLE BUILDING DEPARTMENT. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS 4. FOOTINC5 TO REST A MIN. OF 4'-O" BELOW GRADE, UNLE55 BM � BEAM 11 MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS W 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TEGD" OR APPLICABLE AS A DERIVED WORK). OTHERWISE NOTED 'J (7 EQUAL. B.O. BOTTOM OF MAX. MAXIMUM ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, Q a-J N 5T'RUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CON-TRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. - FLOORS, ROOFS, AND WALLS. PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL SOT. BOTTOM MECH. MEGHANIGAL a C 0 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 6. NO BACK FILL SHALL BE PLACED AOAIN5T FOUNDATION WALLS � � AND AUTHORITIES HAVING JURISDICTION. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING UNTIL 151 TIER OF FRAMING 15 IN PLACE. �.W. _]BOTTOM OF WALL MIN. MINIMUM 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, PO5T5, AND BATH TUBS, RULES SPECIFIED IN 1.1 THROUGH 1.5. _ � O � � C9 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. '1. FOOTINC75 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. C.J, CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF 1a88 +-� a I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-SEARING PURPOSES, L_ '"- OF THE OWNER/BUILDER 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 8. ALL OPENIN65 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED COL. COLUMN NYG BG NEW YORK CITY BUILDING CODE O N z I 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOE CONDITIONS BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY SOLID WITH CONCRETE. a •Cf3 � -Y d' SHALL $E CLARIFIED WITH THE AP BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH A5 THE CONT. CONTINUOUS O.G. ON CENTER AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE Cl. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. c X N WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR - _ 1 O O O 4- q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE DBE. DOUBLE OGG. OCCUPANCY C9 P.T. NSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE 10. ALL CONCRETE TO HAVE ANd ULTIMATE COMPRESSIVE 5TREN5TH AT 28 __ ..0 O m 4-' r- 6. NO DEVIATIONS OR CHAN6E5 TO THE STRUCTURAL SYSTEM SHALL BE MADEREQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-gq. DAYS OF 4,000 P.S.I., U.O.N. DFE DESIGN FLOOD ELEVATION O.H. OVERHANG a-i N Ca L0 UNLESS APPROVED BY THE ARCH ITEGT/ENOINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE - Q O a c O ON PAGE 6-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 11. GONG. 5LAB5 TO REST ON MIIN. OF b" FINE GRAVEL OR SAND WITH DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION '1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITHI FLOOR PLANS ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS THE PROVISIONS OF AN51/ALTG A I q0.1 STRUCTURAL GLUED LAMINATED b MIL. POLYETHYLENE VAPOR BARRIER UNDER BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN TIMBERS. M.J. -][DECK JOISTS P. GONG. POURED CONCRETE APPLICABLE. 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. 8. DRY WELLS A5 REQUIRED BY STATE AND LOCAL CODES. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NG PREFABRICATED EA. EACH PL. PLATE 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. WOOD I-JOI5T5 SHALL MEET THE PROVISIONS OF ASTM V5055 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - n 1 q. f70 NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PREiCEOENGE NAILING AS PER FASTENING 50HEDULE ON PAGE G-003 AND GLUED, U.O.N. STANDARD 5PEG9FIGATION FOR ESTABLISHING AND MONITORING (1) WALL TIE PER (5) 50. FT. ELEV. ELEVATION PLYWD. PLYWOOD V/ STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS L_ 10.CERTIFICATES, ARE RESPONSIBLE FOR ALL INSPECTIONS„ APPROVALS, 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR DOCUMENT, THE 60VERNINO BUILDING CODE AND ANY ADDITIONAL 14. FLASH JOINT AT BRICK LEDC6E AND PROVIDE WEEP HOLES, EQUIP. EQUIPMENT P.T. PRESSURE TREATED 1 GERTIFIGATES, CERT. OF OCCUPANCY OR COMPLETION AND U..L. APPROVAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF 1THOUTANTHONY' PT7EN O, RA 15. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEICHT5 AND AT 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXIST. EXISTING REaD REQUIRED AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES FROM FOOTING TD 2" ABOVE FINISH GRADE. EXT. EXTERIOR R1 RISER 1 " -J PERMISSION FROM THE ARCHITECT. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF � 1 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF I6. NO CONCRETE OR MASONRY' WORK IS TO BE PERFORMED IN TEMPERATURES U -- 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THIS WORK AND IS STRUCTURAL COMPOSITE LUMBER PRODUCTS THIS DOGUMEN THE �.I. FRESH AIR INTAKE RM. ROOM RESPONSIBLE FOR DE516N INTENT ONLY. EXCEED 8-O AND AT EVERY 8-O . GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF CONCRETE AND FALLING, UNLE55 APPROVED BY ARGHITEGT/ENCINEER. NO SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. FAR FLOOR AREA RATIO R.R. ROOF RAFTER (W� ] 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. IS. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE _ m 6-004. 1-1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY F.A.V. FRESH AIR VENT STL. STEEL I W 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED ARCHITECT/ ENGINEER. 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE -_- • �- TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHAILL REMOVE ALL 60VERNIN6 SUILDIN6 GORE AND ANY ADDITIONAL REQUIREMENTS A5 FF FINISHED FLOOR S.V. SMART VENT RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLAS5 AND LEAVE WORK NECESSARY. I8. PROVIDE BITUMINOUS JOINTSi BETWEEN SLABS AND FOUNDATION WALLS AND SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE ( BROOM GLEAN. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA6E WHERE EVER APPLICABLE. 5 6-005. CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED OR THE MANUFACTURER'S CODE EVALUATION REPORT. Ig. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A U 15. THE CONTRACTOR SHALL CARRY WORKMAMS STATE L DN AND GENERAL F.J. FLOOR JOISTS TEMP GL. TEMPERED OLASS LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND ILOGAN GORES I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. MIN. 1 E DEEP PROJEGTINO 6" ON EACH SIDE AT THE FOUNDATION WALL. GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK � T�1 AND ORDINANCES. FLOOR SHALL NEVER EXCEED A 16" SPAN. MEET THE PROVISIONS OF A5TM C56 SPECIFICATION FOR GYPSUM CONCRETE SLABS TO HAVE bx6 10/10 WELDED WIRE REINFORCING. FOUND. FOUNDATION , THK. THICK `J J WALLBOARD, A5TM 05-7 SPECIFICATION FOR 6YP5UM LATH, OR A5TM G7q 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF Ig AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION I T.O.W. TOP OF WALL �0- AS THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 20. FOR SECOND STORY ADDITTIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED PER PAGE 6-003. AS E IN SOLID B SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib WIDE x a" COMPLETION OF PROJECT. I."f. HARDBOARD: HARDEOARD USED IN A STRUCTURAL APPLICATION SHALL FR. FRAME Tr TREAD MEET THE PROVISIONS OF AN51/AHA A135.4 BA510 HARDBOARD OF DEEP Q 3'-O" BELOW GRADE. ____ _ 20. "P.T." SPECIFIES FA 02 ; PRESERVATIVELY TREATED LUMBER U AN51/AHA AL35.6 HARDBOARD 51DIN6. FRPR. � FIREPROOF II TYP. � TYPICAL I-1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS, THE OWNER, CLASS WINDOWS AND DOORS I� Q ARGHITECT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FRROM AND ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD I. ALL 6LA55 TO BE IN5ULATEDP LOW-E, UNLESS OTHERWISE SPECIFIED. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INC%LURING TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 295 COPPER I.8 STRUCTURAL PANELS: FTO. FOOTING U.O.N. �NLESS OTHERWISE NOTED ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE P METAL BY REPEATED BRUSHING DIPPING, OR SOAKING UNTIL THE WOOD PERFORMANCE OF ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER _ THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) 1.8.1. PLYWOOD: PLYWOOD U5ED IN STRUCTURAL APPLICATIONS SHALL CLEARANCES ARE PROVIDED. GYP. BD. GYPSUM BOARD 1 VERT. VERTICAL CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR IDEATH OR TO MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE � X MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, 3. ALL 5LIDIN6 GLASS DOORS, 5KYLIOHTS, AND ANY CLASS UNIT INSTALLED INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, VOLUNTARY PRODUCT STANDARD I (PS I) CONSTRUCTION AND WITHIN 18" OF FINISHED FLOOR!SHALL BE OF INSULATED TEMPERED 6LA55, H.D. � HOLD DOWN V.I.F. VERIFY IN FIELD ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). i(B) 15 CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY UNLE55 OTHERWISE NOTED. WHOLE OR IN PART BY ANY NEOLIOENT ACT OR OMISSION OF: THE PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR HDR HEADER W/ WITH CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY A. WEYERHAEUSER TRU5 JOIST 2.OE MIGROLLAM LVL EVALUATION REPORTS. 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH HNOR HANGER WD. WOOD BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED I'IN PART BY A MANUFACTURER'S SPECIFICATIONS. PARTY INDEMNIFIED HEREUNDER. B. 6 PACIFIC 6-P LAM LVL PSL (PARALLEL STRAND LUMBER) DENOTES: 1.8.2. ORIENTED-57TZAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE HOR. HORIZONTAL ZR ZONING RESOLUTION 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING A. WEYERHAEU5ER TRU5 JOIST 2.2E PARALLAM PSL BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET ENERGY CONSERVATION CONSTRUCTION CODE. BUT NOT LIMITED TO FORM-WORK, $LOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPEC.'S THE PROVISIONS OF U.S. DEPARTMENT VOLUNTARY PRODUCT STANDARD 2 (PS2) PERFORMAA COMMERCENCE VOLUNTARY PRODUCT OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 6. PROVIDE FLA5HIN6 PANS UPPER ALL 5LIDIN6 6LA55 DOORS, WINDOWS,OR y�IG I /� I ¢ I /� I - TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE 60VERNINO BUILDING CODE, APPLICABLE CODE EVALUATION REPORTS. ANY OTHER TYPE OF GLA55 UNLIT WHEN WITHIN 6 OF AN EXTERIOR SURFACE. I I`1JUJ _J'tTIOI`l 4 �I`ISTI�TIOI`I � OUI �I'II`lTS APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROH THE DRANIN65 AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTI'EN 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL -1• ALL EXTERIOR DOORS ARE 71.0 BE WEATHERED STRIPPED AND PROVIDE ALL ____-_ AUTHORIZATION OF THE ARCHITECT/ENOINEER. GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 8 ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS GLA55 COMPONENT PROPOSED DESION CODE PRESCRIPTIVE VALUE 4 COMPLIES 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE EVALUATION REPORT. , . VALUE CITATION (PER 2025 NYSECGC) NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND) CONDITIONS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR 5 A PERIOD OF YEARS. PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL _ RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS Cl. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.1 CELLULOSIC FENESTRATION U-VALUE U-VALUE . 0.25 MAX.U-VALUE 0.2 r 20. CONTRACTOR TO REMOVE $ RELOCATE AS REQUIRED AL.L EXISTING WORK IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE FIBERBOARD OR ASTM G208 STANDARD SPEGIFIGATION FOR ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE (VERTICAL FENESTRATION) AIR LEAKAGE ■ 030 GFM/5F MAX. AIR LEAKA6E = 0.50 CFM/SF YES . WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH PER R402.5.5 a TABLE R402.1.2 -CLIMATE ZONE 4 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. CELLULOSIC FIBER INSULATING BOARD. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE - I 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN CHARACTERISTICS O C3FI oPEN1 NCGU-FACTOR, L�H�AREA, VENT AREA AND E ESION RE55 PRESSURE, GEILIN6 R-VALUE FR4�q BATT INSULATION PERK gLEUR402aS_CLIMATE ZONE 4 SPECIFICATIONS, UNLESS NOTED OTHERWISE. YES MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. REQUIREMENTS. __-_ 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I MIN.R-VALUE = 50(CAVITY),OR HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE (PS- 1), THE 6oVERNING BUILDING CODE, AND ANY ADDITIONAL 10. WINDOWS IN TUB/SHOWER ENr-LOSURE5 AND WITHIN STAIRWAYS SHALL BE EXTERIOR(2"x6")WOOD R-51.5 SPRAY FOAM CAVITY 20(CAVITY) + 10(CONTINUOUS),OR 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A6AIMST ANY OF THE HOLE SHALL NOT BE OL05ER THAN 5/8" TO THE EDGE OF THE STUD. REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION TEMPERED 6LA55. FRAME WALL R-VALUE INSULATION(4.5"THICK o R-VINCH) 15(CAVITY)+20(CONTINUOUS),OR YES NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS-SECTION. REPORTS. 20 (CONTINUOUS) UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTUIRAL WORKS PER TABLE R402.1.5-CLIMATE ZONE 4 COPYRIGHT PROTECTION ACT OF Ig90 (AWGPA), WHICH HAS 5)EVERE PENALTIES. 25 FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL S EXTERIOR GLAZING IN FROM HIN65 LOCATED I . 65LAZ D DEBRIS REGIONS MIN R-VALUE = 30(CAVITY),OR CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.'1. SHALL TI PROTECTED FROM W EOUI RM DEBRIS. GLAZED OPENING A (CAVITY)+15(CONTINUOUS),OR PROTECTION SHALL MEET THE FaEQUIREMENTS OF THE LARGE MISSILE TEST OF FLOOR R-VALUE R-30 GATT INSULATION YES GENERAL WIND PROTECTION CONNECTION NOTES: NOTES, AND TABLES ON PACE 6-003 $ 6-004. THE FASTENING SCHEDULE 20(CONTINUOUS) II ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/A5ME B 18.2.1 SQUARE AND ASTM Elggb AND ASTM EI886. cfARA6E DOOR GLAZED OPENING PROTECTION PER TABLE R4G2.I.s -CLIMATE ZONE 4 SHALL MEET THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT CONSTRUCTION;55TD 10-gq AND 2018 5BG HIGH WIND EDITION WOOD FRAME SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING HEX BOLTS AND SCREWS (INCH SERIES). STANDARD OR ANSI/DASMA 115:. (NYS RG R501.2.1.2) N CONSTRUCTION SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED HOT WATER PIPE R-5 PIPE INSULATION MIN R-VALUE = 3 YES Z I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATICON WALLS, SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS E MANU. 5PEC.'s). 2.2.2. LAO SCREWS: LAC SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ INSULATION PER R4o3.4 4 R4o3s w FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDEID. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. ASME 515.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 12. AS AN ALTERNATIVE SS HAW #II ABOVE, WOOD STRUCTURAL PANELS WITH g A THICKNESS OF NOT LESS THAW J" AND A SPAN OF NOT MORE THAN 8' SHALL I 0 BE PERMITTED AS 6LAZlNG PRCOIEGTION. PANELS SHALL BE PRECUT AND R■19 SPRAY FOAM INSULATION® MIN.R-VALUE - I9(CAVITY)AT INTERIOR OF WALL 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENIMO DEVICES NOT 26. COLUMN BEARING AS FOLLOWS: 2.2.5. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES BASEMENT WALL R-VALUE INTERIOR �'PER TABLE R402.1.5-CLIMATE zoNE 4, YES Q INCLUDED IN THE STANDARD SUILDIN6 CODE, SECTION 230b OF IBC SHALL HOOP POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DE516N ATTACHED TO THE FRAMING SUfH THE RING THE OPENING. PANELS SHALL BE BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TREATED WOOD 6 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, PREDRILLED AND SECURED WITI'H THE ATTACHMENT HARDWARE PROVIDED AS WALL w/ STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT. THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS PER THE ANCHORAGE METHOD :SELECTED L ACCORDANCE WITH TABLE 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED SECURE w/ (2) 1/2" 4) ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. CORK .1.2. ATTACHMENT AND TH�IA N SHALL H PERMANENT DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL ON THE ION-RESISTANT AND THHE ANCHORS SHALL BE PERMANENTLY INSTALLED EXIST. WALLS a 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY ON THE BUILDING. I T�4BLE R501 .1 AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6" 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA w WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED 0 POSTING, U.O.N). GAGE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, 1.. COFLUMNTRACTOR SHALL INSTALL. WATER SUPPLY,DRAIN, WASTE, AND VENT (DWV) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS _NO o 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 5HEATHIN6 AND 51DIN5, FRAMING ANCHORS OR CONNECTORS SHALL BE MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING CODE AND ANY SYSTEMS TO NY5 PLUMBING CODDE AND NY5 DEC REGULATIONS. GROUND SNOW LOAD 25 LBS PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S I I ALLOWABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) +t ANCHOR BOLTS, CODE EVALUATION REPORTS. 2. PROVIDE HOT AND GOLD SHLUT OFF VALVES AT ALL FIXTURES. STRUCTURAL MEMBER ' BA510 WIND SPEED 130 MPrH PROJECT: U,O.N. WITH TOP GAPS 0 STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG ' DEFLECTION 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING w/6" RISE 8 w/(2) 5/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5. NAILS: NAILS SHALL COMPLY WITH A5TM F I661 STANDARD 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANCES IN DIRECTION RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4` LUMBER 15 SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PA6E 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. AND AT BASE OF VERTICAL WASTE PIPES. RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF L/180 B E R GARA ASPHALT ROOFING SHINGLES 4. USE 4" CAST IRON THROUGH (FOUNDATION WALL AND PITCHED AT I/8" PER W/NO FINISHED GEILIN6 ATTACHED TO RAFTERS RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES RECONSTRUCTION I. ALL SLOPED ROOFING SHINGLES SHALL BE OAF-GLASS-A ASPHALT ROOFING FOOT. SEISMIC DESIGN CATEGORY B 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. SHINCLE5 OR APPROVED EQUAL. SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE INTERIOR WALLS 4 PARTITIONS H/I80 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE MANUFACTURER'S CODE EVALUATION REPORTS. 5. GENERAL TRAP AND WASTE :SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: WEATHERING SEVERE 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY' 48 AND EVERY - P15H WASHER...........................................2" NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE - KITCHEN SINK.........................................2" FLOORS 8 PLASTERED GEILIN65 L/360 I6 WITHIN 4 OF EXTERIOR CORNERS. AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL 2 2 SCREWS: SCREWS SHALL COMPLY WITH AN51/ASME B 18.6.1 „ FROST LINE DEPTH 3'-O" „ WOODSGREWS (INCH SERIES). - LAVATORY................................................2 LINE. 8 24 FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. ALL OTHER STRUCTURAL MEMBERS L/240 565 BARLEY LANE TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. (BOLT DIAMETER _ TOILET.......................... 2 OF AND 3 x3 X� WASHERS. A MINIMUM OF ONE ANCHORZ BOLT SHALL BE LAUNDRY ...................................................................3" TERMITE MODERATE TO HEAVY SOUTHOLD, NY 11971 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED - 5 O .. „ 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF MECHANICAL CONNECTIONS: 2�� GONST'RUCTION. FLOOR DRAIN............. PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EAGHI PLATE. ANCHOR I. ALL MECHANICAL CONNECTIONS SPECIFIED A5 "SIMPSON" MAY BE ............................................3 EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN GONCRETE/MA5ONRY 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIMI 12 OR CORNERS 6. ALL SYSTEMS TO HAVE ONE 3 MAIN VENT STACK AND INCREASED TO .4" EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 . THROUGH ROOF. DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4 SPECIFICATIONS ON CENTER. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED ----- 5. NAILING OF ROOFING SHALL BE TO CODE. BY "SIMPSON" MANUFACTURER. 'i. PROVIDE FROST-PROOF HOUSE 5I55 WITH EASILY ACCESSIBLE DRAIN s EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 GENERAL NOTES CODES AND REFERENCE STANDARD: 6. CORROSION RESISTANT 11 CAOE ROOFING NAILS AND 16 GAGE STAPLES ARE 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES DRAIN COCKS AS REOV. HOSE:I 5I55 SHALL BE PROVIDED WITH SACKFLOW I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 20>25 NEW YORK PERMITTED INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL PROTECTION. ENERGY TABLE STATE BUILDING CODE, 2025 NEW YORK STATE RESIDENTIAL CODE, 2025 LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 20!25 NEW YORK -1, PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED STRUCTURAL DESIGN CHARTS STATE ENERGY CONSERVATION CONSTRUCTION CODE. 2:12 PITCHES TO 4:12 PITCHES WITH BACK FLOW PROTECTION. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED q. THE WATER SUPPLY AND 5AN41TARY SYSTEM SHALL COMPLY WITH LOCAL I STZUGTURAL DF-S I C N LOADS WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2D24 WOOD FRAME 8. ASPHALT 5HINOLE5 SHALL BE TF-5TED TO DETERMINE THE RESISTANCE OF HEALTH DEPARTMENT 5TANDARZDS AND REGULATIONS. CONSTRUCTION MANUAL N THE AMERIGAN FOREST d PAPER ASSOCIATION THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. i PAGE: 10. APPROVAL AND INSPEGTION� IS REQUIRED BY LOCAL JURISDICTION PRIOR (AF$PA) AMERIGAN WOOD COUNCIL (ANC). USE LIVE LOAD DEAD LOAD INSULATION TO CONGEALMENT OF PLUMBINC-�. F. ALL PLUMBING WORK SHALL CONFORM TO THE 2025 NEV,' b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER I PORK STATE 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED PLUMBING SPEGIFIGATIONS OF THE PRODUCT BEING INSTALLED CODE. FIBERGLASS GATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. II. NOTCHING AND BORING OF 5'�TUDS, JOISTS, RAFTERS AS PER BUILDING CODE. EXTERIOR BALCONIES 40 psf 15 psfG-OO2mOO FOIL TO BE PLACED TOWARD WARM SIDE. NO NOTCHING AND BORING OF :STRUCTURAL MEMBERS SHALL BE PERMITTED 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY NOR ANY POTENTIAL DAMAGE TTHEREOF. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2D25 i PORK STATE 2 PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION ARCHITECT DECKS 40 psf 15 psf MECHANICAL GORE AND 2025 NEW PORK STATE FUEL CAST COPE. WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 12. PER NY5 PG 425.4, A 4"x3" COL05ET BEND SHALL BE AN ACCEPTABLE 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIO>NAL ELECTRIC CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM WATER CLOSET CONNECTION. WHHERE A 3" BEND 15 UTILIZED, A 4"x3" FLANGE PA55ENOER VEHICLE GARAGES 50 psf AS PER PLAN CODE, NFPA-10 AND 2025 NEW YORK STATE ENERGY CONSERVATION FOUNDATION WATERPROOFING. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED SHALL BE INSTALLED TO REGEI'IVE THE FIXTURE HORN. MECHANICAL, FUEL 6A5: BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. UNINHABITABLE ATTICS WITHOUT STORAGE DATE: 04/08/26 CONSTRUCTION GORE. 2 OF 18 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: (MAX CLEAR HOT < 42") 10 psf 15 psf GYPSUM WALL BOARD - Cl" R-50 FOR FLAT GEILIN65 I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/THE UNINHABITABLE ATTICS WITH STORAGE I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINTT AND JOINT - 8.25" R-300 FOR VAULTED AND CATHEDRAL GEILIN65 ELECTRICAL: NYS MECHANICAL CODE AND FWEL GAS GODS (MAX CLEAR HOT > 42") 20 psf 15 psf COMPOUND METHOD. - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION TO 2011 NATIONAL ELECTRIC CODE, NFPA -TO AND 2025 NEW YORK STATE 2. ALL MECHANICAL SYSTEMS, /APPLIANCES, 6 EQUIPMENT SHALL BE LISTED, HABITABLE ATTICS b 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS - 5.25" R-21 FOR FLOORS ENERGY CONSERVATION CONSTRUCTION CODE. LABELED, 8 INSTALLED IN A000ORDANCE W MANUFACTURER'S SPEC.'S rs: CODE. ATTICS SERVED BY FIXED STAIRS 30 psf 15 psf OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS ,AND WHERE DEEMED APPLICABLE. SITE WORK 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 3. ALL FUEL GAS SPACE HEATIiN6 APPLIANCES IN RESIDENTIAL BUILDINGS ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf "1 11c^'k' ;•,., I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR COMPLETION OF WORK. SHALL BE EQUIPPED w/FLAME SSAFEOUARD DEVICE WHICH SHUTS OFF THE FUEL �'��,'•.` 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILINC6 AND WALLS SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT IS EXTINGUISHED. SLEEPING ROOMS 30 sf 15 psf T " .-,, ,. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTfEND THREE FEET 2. VERIFY ALL GIVEN DATA ON DRAWIN05. IF THERE 15 A DISCREPANCY, 5. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA -72: p p 5,- ' _ !r� IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROGEEDINC. - GENERALLY, VERIFY OR PROVIDE HARD WIRED 4. SUPPLY $ RETURN DUCTS OR: PORTIONS THEREOF NOT LOCATED � r EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAM9E, INSTALL SMOKE DETECTORS w/BATTERY BACK-UP IN: COMPLETELY INSIDE THE BUILDI'IN6 THERMAL ENVELOPE SHALL BE INSULATED STAIRS 40 psf 15 psf � : CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. TO AN R-VALUE OF AT LEAST IR-8 FOR DUCT5 3"O $ GREATER, AND AT LEAST , fI , STOCKPILE TOPSOIL OBTAINED FROM STRIPPIN6 DRIVEWAY AND BUILDING A. EACH SLEEPING ROOM R-6 FOR DUCTS UNDER 3"m. (NY S EGG R403.3.3) GUARDRAILS AND HANDRAILS 200 psf 15 psf 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS, AND EDO3E5 SHALL BE SITE. STOCKPILE ALL EXCAVATED MATERIALS. p p `- . B. OUTSIDE OF EACH SEPARATE SLEEPING 5. SUPPLY 4 RETURN DUCTS LOCCATED WITHIN GEILIN6 INSULATION SHALL BE gift, 1z, TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND.SMOOTH. 24 HOURS 4 NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE AREA IN THE IMMEDIATE VICINITY OF TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTf'H. INSULATED TO AN R-VALUE OF SAT LEAST R-8, AND BE IN CONTACT WITH a.'y`�,1-107` i,"c,. `kO' . ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE THE BEDROOMS (GENERALLY THE HALLWAY) INSULATION OF AT LEAST R-Iq AT ALL POINTS ALONG, ABOVE THE TOP OF, AND ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf ¢� , 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. BELOW THE BOTTOM OF DUCTWCORK. (NYS EGG 403.3.5). ADDITIONALLY, J.. Vl i; �'F,�,.... ALL OPENINGS. G. EVERY LEVEL OF DWELLING DUCTWORK WITHIN ATTICS SHALLL BE INSULATED AGAINST AND ABOVE THE 'IN - ,__ 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. (BASEMENT, FIRST FLOOR, d SECOND FLOOR, ETC) INSULATED DUCTWORK TO A VAtiLUE EQUAL TO OR GREATER THAN THE 6. FASTEN 6YP5UM BOARD AS PER FA5TENIN6 SCHEDULE ON fPAOE 6-003. PROPOSED GEILIN6 INSULATION( R-VALUE, LESS THE R-VALUE OF THE ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE STRUCTURES) WITH DUCTWORK INSULATION (R403.5.�A2.2) ASGE "1-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) I#OLDOWN DETAILS TYf=1 GAL NAIL NO/STRAFE= I NO REOU REMENT5 FOR FASTENING SCHEDULE A ALL HARDwAfRE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER U F L F T/ SHEAR/ I$ LATERAL WIND RF-5 S TA N G E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS CL SUBSTITUTIO)N5 MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, Q *BALL STRAPPING TO BE lY4"x 20 GAUGB * -- "SIMPSON" EQUIVALENT - G520 (COILED AND ROUGH OPENING FRAMING REQUIREMENTS) 0 STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE w FUSE IOd NAILS IF 5TRAPP'ING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J co FASTENER SPEC. FASTENER M HOLDOWN 'A' HOLDOWN 'B' DE5GRIPTION ¢ +� N CONNECTION A NA LINO O R I D AND QUANTITY 5PA10INO '� rn FOR NEW 4 EXIST. AT RAFTER TO RIDGE �ry ROOF I$ GE I L I NC FRAM I NO d � 7 0 FOUNDATIONS I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A 16d � (9 ENDWALL CONNECTION: '•-J COMMON NAIL w/o PRESORED HOLES. L z O ENDWIALL � """""""-�" 2„ RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER O �_ N (3) 2x FULL (3) 2x FULL - CORNER STUD ".•-"" 2.WOOD IS ASSUMED TO BE D,F,#2 4 BTR. IN DRY USE d ^ I HEIGHT STUD HEIGHT STUD CONNECTED TO FOR STRAP - 3 5 d COMMON R.R. 2 SERVICE "(c Y d' CORNIER STUD TRANSFER SHEAR NAILS a EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER JOIST � '- U OWEGTED TO 3.SHOULD THE WOOD IN U5E PRESENT A SPLIT POTENTIAL X N TRAt SFER 5HEAR ry — (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL "SIMPSON" HDQS FOR ROOF SLOPES UNDER 5:12 WITH • • • • • • • • HOLES,SET NEW MEMBER. CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE G-003 EACH LAP m HOLDOWN ANCHOR a 2-I6d COMMON . • • ._ 0 '4-' .- 2-I6d COMMON ROOF SPANS OF 24 OR GREATER, a. LOCATIONS NOTED NAILS 4D 6 O.G. 4 • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED a--i N f6 Ln i4AIL5 ® b" O.G. 4 ON PLANS 10" O.G. IF BLOGKE _ USE 4 5 d COMMON NAILS a EA. CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) 5-I6d COMMON EACH LAP C O O I0' O.G. IF BLOCKED CORNER P05T "'"�. END OF STRAP. ?+ • • 5.SEE SECTION 6 FOR ANY REO'T TO CLINCH THE NAILS(TO CORNER P05T ��,�� G.J. G.TIES TIGHTLY BOND THE END OF THE NAIL TO A q0• ANGLE,SEE GRAPHIC BELOW) COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 0-003 PER TIE "SIMPSON" HDOS THE ABOVE ASSUMES A RAFTER SPACING OF 16" O.G.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY HOEDOWN ANCHOR ® `T� SECTION I2.4-PLACEMENT OF NAILS 4 SPIKES 4 TABLE BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END NOTED d OF 24 O.G., INCREASE NAILING BY A GR 4-I. n 1 ON PLANS " FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END W ° CONNECTION BI 1$ 52 AT R/AFTER TO TOP PLATE TO STUD WALL FRAMING HOLDOwN INSTALLATION OPTIONS: " • 4 1GONNiEGTION: FOR NEW P. GONG. FOUND.'s ° ° ° I FOR 57TRAP - 3 8 cI* COMMON NAIL5 a EA. E32 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT HOLDOWN CAST IN PLACE w/-1/a"4' THREADED ROD ,..." . . END OfF STRAP. • SEEHHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST, P. GONG. OR NEWLY GURRED FOUND.'s =" • • Wa"4' THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE"' 1 GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY ---� BI • • HAX. NAILING GRID ABOVE UTILIZE _ • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. MM ADHESIVE), 4 FOR TEMP.'S O°F-401F USE "SIMPSON" AT SIMP50N #H2A (OR EQUAL) RAFTER TIE . W (HIGH STRENGTH ACRYLIC, ADHESIVE) "^-~ ,•„� HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • FOR TCOENAILING - 3 5 d COMMON NAILS ~" FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME . TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN w/VS"m THREADED ROD CONNECTION "'"~-• -"• FOR C..J. TO R.R. - � 16 d COMMON NAILS ` REOUIREMENT5 FOR "'""- "-••.""» ' BOTTOM PLATE TO FLOOR J015T, BAND J015T, v RAISED C.J.'s (WHEN AT G.J. TO G.J. CONNECTION: ENDJOI5T, or BLOCKING (FACE-NAIL) 2-I6d COMMON 12 PER FOOT APPLICABLE) FOR ErA. PLATE TO STUD ABOVE 4 OR BELOW HOEDOWN 'G' HOEDOWN 'D' 2 I6 d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAMING OR NEV4 4EXIST[. FOUNDATIONS • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER JOIST FOR NEWLY POURED GONNEGTI ON 01 G2 n 1 FOUNDATION ® ONE STORY ONLY ; Om V/ (3) 2x FULL NDwALL BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END Q HEIGHT STUD CORNER STUD CONTO TRANSFER HE BLOCKING TO J015T (TOE-NAIL) 2-5d COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDG28 HEIGHT STUD "- " • G2 "°"°°°"°" "°° "" ° BLOCKING TO SILL or HOEDOWN ANCHOR ® 2-I6d COMMON .-~ ; TO STUD CONNECTION: 3-I6d COMMON EACH BLOCK 2x FULL LOCATIONS NOTED NAILS 0 b O.G. 4 ,"~"'�~ I ° TOP PLATE (TOE-NAIL) ON PLANS 10" O.G. IF BLOCKED CORNER POST G I FOR STRAP - 3 8 cI* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH J015T ° ' I NAIL5 ® EA. END OF STRAP FOR EA. PLATE TO STUD ABOVE 4 OR JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST i 2 Ibd G N I� I - NAILS ® " O. o BELOW 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST �'' -•.,� -"'°'"""" "" BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON 1 PER FOOT ROOF SHEATHING a d STRUCTURAL PANELS: INTERIOR ZONE 8d COMMON 6" EDGE / 112" FIELD d "SIMPSON" ST D14 CONNEGTI ON D I 1$ ]:;)2SOLID BLOCKING PERIMETER EDGE ZONE ' Sd COMMON 6" EDGE / 6" FIELD HOLDOWN INSTALLATION OPTIONS: ® EA.BAY GABLE ENDWALL RAKE OR RAKE 7TPuss ad COMMON 4" O.G. FOR NEW P. GONG, FOUND.'s UP TO q" RAKE OVERHANG HOEDOWN CAST IN PLACE w/ 1/8"� THREADED ROD .---""" "" • FOR EXIST. P. GONG. OR NEWLY CURRIED FOUND.'S AT SiTUD TO FLOOR A55EMBLY TO SILL , '' GE I L I NG SHEATHING 1/8,110 THREADED ROD (PRE-DRILLED) EMIBEDDED 12" INTO PLA"TE(5) CONNECTION: D2 CONCRETE w/ "SIMPSON" SET (HIGH STRENIGTH EPDXY FR MIN' "'"""-'"'"""""""'� GYPSUM WALLBOARD Sd COOLERS 7" EDGE / 10" FIELD 117111 ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE ;"51MP50N" AT CORNER _ FOR STRAP - 3 8 d* COMMON NAILS a EA. (HIGH STRENGTH ACRYLIC, ADHESIVE) ONE #4 REBAR t-� o END OF STRAP (WRAP STRAP UNDER SILL PL) SPECIFIED ON WALL SHEATHING FOR EXIST. / NEW G.M.U• (GONG. BLOCK) TYP. FOUND. NOTE " • FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN •o o FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - w/1/8"4' THREADED ROD 2 16 d COMMON NAILS !' STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD ° � a ALTERNATE CONFIGURATION - ABOVE STUD TO STRAP w/(3) GYPSUM WALLBOARD 5d COOLERS -1" EDGE / 10" FIELD FLOOFR CONNECTION w/ # PT4 SIMP50N (OR Z .»».-....."""""_"...." ~ 6d NAILS® EA.END NA I L I NO/STRAP NO ® WINDOW/DOOR HEADER STANDARD/ALTERNATE EC�UAL_) ® PLATFORM TO SILL PLATES ""�"^« OF EA.STRAP TO EA.JOIST-(FOR ALTERNATE USE LOOK SHEATHING (SUBFLOOR) o SIMPSON H2.5A) V NOTATION: A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2018 WFGM, TABLE 5.1,P. 189);WHEN STRAPP G STRUCTURAL PANELS: REQUIRES OVER 14 NAILS,USE SIMPSON 0516 STRAPPING (OR EQUAL). CONNECTION E I" or LE55: r �u -„••,,...."•••"•••""'"""•• 8d COMMON 6 EDGE / 12 FIELD � B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 5.255,P. 91) "" "" . GREATER THAN I'll IOd COMMON 6" EDGE / 12" FIELD c - NUMBER OF FULL HEIGHT KING STUDS a EA. SIDE OF HEADER(2018 WFGM,TABLE 3.25c,P. 2q »"" " "••"""-"""" -" ALTERNATE AS PER TABLE 5.25P, P. 293) -• """" I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. Lu D D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE ALTERNATIVE NAILING SGHEDULE5 SHALL BE USED WHERE WALL 5HEATHING NAILING IS REDUCED. Q �` (201a WFGM,TABLE 3.'f,P. Ib9) AT STUD TO FLOOR A55EMBLY TO SILL PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G E (2-PLY) - NUMBER OF JACK STUDS aD EA. END OF 2-PLY HEADER(2016 WFGM,TABLE 5.22F,P. 8) " " a a SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (5-PLY) - NUMBER OF JACK STUDS a� EA. END OF 3-PLY HEADER(2018 WFGM,TABLE S.22F,P. 2 8) d ° °d ° d ° ° SLAB ON GRADE APPLICATION: � ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. JACK STUD To END OF SILL(S) a EA. 1 D P R OJ E UMBER d NAILS END-NAILED THROUGH ADJACENTE a - CT:F N OF L d, d WHEN WALL 5HEATHING IS CONTINUOUS OVER CONNECTED MEMBERS THE TABULATED NUMBER, OF B (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8, P. 141) � "~ - " ~~ ° ° " ° FOR STRAP - 3 8 d* COMMON NAILS ® EA. s - NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. •."~„ ° ° END OF STRAP (WRAP STRAP UNDER SILL PL.) FOR ROOF 5HEATHING WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH gERGARA FASTENING SCHEDULE B ~ " a d a SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ~�"`~"~• d° g' USED. FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) 2 16 d COMMON NAILS RECONSTRUCTION A �I -».... MAX NOTATION E E SIGNAGE FOR TRUSS TYPE, PRE-ENGINEERED ROUGH P` B G D (2-PLY (3-PLY F OPENING WOOD, AND/OR TIMBER CONSTRUCTION HDR) HDR) THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 565 BARLEY LANE 2'-0" 2 I 1 2 1 1 2 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD, NY 11971 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR SQL G I NO O TOE' ELT A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE 4'-0" 3 I 2 3 I i 3 GABLE ENDWALL AUTHORITY HAVING JURISDICTION: * - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. b'-o" BRAGI NG/STRAPPING DRAWING TITLE:4 I 3 4 I I 4 FOR RAKES 12" OR HOEDOWN ANCHOR BOLT TOP PLATE BLOCKING 2 r , ell-Oil 6 2 5 I I S }--- SPLICE --} BAYS BACK ® LE55 PROVIDE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BLOCKING O 12" O.C. CONSTRUCTION TYPE DESIGNATION SHALL LENGTH 4'-O' O.G. TO AGHEIVE RAKE O.H. BE "I" "11", "111", "1V", OR "V" TO INDIG„4TE STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES B$0 - FOR WIND - EXPOSURES B4G - 10'-0" '7 2 4 6 2 1 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602, OF 5 8 2 I 8 BUILDING MINIMUM SPLICE"-,4 BUILDING MINIMUM SPLICE 1°` THE NY5 BG. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT) TYP. STRAP w/(3) PAGE: ad NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-0" 21-0"/2'-6" � 12'-0" 3'-0" of EA. STRAP �� 1 406 DIAMETER COMPONENTS THAT ARE OF TRU55 TYPE, I6'-o" 3'-0"/✓'-a" I6'-o" 4'-0" ATTIC PRE-ENGINEERED WOOD, OR TIMBER .003000 ANG�IOIR BOLT Si� G GAT I ONS CONSTRUCTION AS FOLLOWS: 20'-0" 4'-0"/5'-O" 20'-0" 5'-O" F = FLOOR FRAMING, INCLUDING P ION 20 8 F TABLES 3.2A 4 3.2B P. 157-160 BLOCKING 2 BAYS - 11 - GIRDERS BEAMS 5 EGIFIGAT ( I W GM L ) :, BACK ® 4 0 o.c. _ _ R ROOF FRAMING 24-0 4-o /5-0 24-0 6 0 - "FR" - FLOOR 4 ROOF FRAMING DATE: 04 08 26 CONDITION sq FOR ALL STRUCTURES: ':. - / / 3 OF 18 5/8"(h ANCHOR BOLTS 0 511" O.G. 28'-O" 8'-O" f' iv SECOND FLOOR NOTES: I.TABULATED SPLICE LEN6TH5 A55UME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I66 NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL 5PACIN6 SHALL BE REDUCED IN ORDER TO 40'-0" a'-0"/10'-0" 40'-0" III-Oil I. MIN. 7" EMBEDMENT INTO CONCRETE BLOCKING 2 BAYS ' PROVIDE AN QU T UMBER S� PR E IVALEN N OF NAIL w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK m 4'-O" D.G. END " 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-0"/12'-61, 50'-0" 13'-0" CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL IN EXPOSURE B TYP. STRAP w/(5) • TOP TWO COURSES SOLID ad NAILS EA. END ,: STROKE B.TABULATED SPLICE LENSTH5 ARE BASED ON 6 FOOT WALL b0'-0" 12'-0"/I5'-o" 60'-0 " I6'-O" OF EA. STRAP :p HE16HT5 FOR OTHER WALL HEI6HTS,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/6; Itt, OR REPLACED BY HOLD DOWNS FOR SHEARWALL5 FOR ALTERNATIVE WALL HEI6HT5 MULTIPLY THE ABOVE 70'-O" 14'-O" ?O'-O" FIRST FLOOR PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR � �• `,• 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 4 12 (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): „ „ „ � � 'y' ��,,_.,,,., °.. .,.p„ �;•-y,' SO-O I6-O 80-O 22-O `A4 FROM ENDS AND CORNERS (TWO ® CORNERS) W WALL- 1.125 REFLECTIVE REFLECTIVE 0 r V ` (SEE DIAGRAM To LEFT) 1O'WALL - 1.25 BLOCKING 2 BAYS s - " n'WALL - 1.575 RED PANTONE WHITE 12'WALL - 1.5 THIS COLUMN w/MULTIPLIER BACK 0 4-0" O.G. #187 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-0' WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL M I SGELLANMOU5 FRAM I NO O RAPH 1 C5 CONT I NUOU5 BUILT-UP O 1 RDERS, 3 OR MORE SUPPORTS (THAT EXCEED FRAMING 5TANIDARD5, IT 15 REO'D FOR FRAMER TO HAVE K CONNECTION PATTERN SCHEDULE ( ��--�G I NCB OR L, T ORM OOD R M I NCB WORKING KNOWLEDGE OF THE ,AMERICAN WOOD COUNCIL [AVJC] DETAIL B ASSEMBLY REQUIREIWIENT5: (FOR ENGINEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) a AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) B�/ OF /6 WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION DESCRIPTION TOGETHER 5IDE BY SIDE ARE CONTINUOUS OVER Q BLOCK I NO UNDER LOAD SEARI NO NALL PATTERN THREE OR MORE 5UP'PORT5, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES W NON-LOAD BEARING NALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS m 12"oc. MAX.52 LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. J co. THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME GONSTRUGTION: THE DOUBLE JOIST � STUDS STUD B (5)ROWS IOd NAILS a 12"O.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE5LOPPIN6. Q a--+ (V 5UBFLOOR P THAN ONE THIRD THE; TOTAL NUMBER, ARE TO BE '- LO (2)ROWS I/2" m BOLTS• 12"O.G.STAGGERED; JOINTED ON THE SAN�fE 5IDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE AND DOUBLE SUBFLOOR G (2) • ENDS TWO-PIECE PLATE SERVE AS FIRESTOPPIN6. 0 � SOLE PLATE BUILT UP GIRDER P MAX.32" v (2)Rows v2° m BOLTS o 16"O.C. NAILING: � � O SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE �- C9 4. FOR PLATFORM FRAME GONSTRUGTION: THE DOUBLE SIDE WITH IOd NAILS„ TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPIN6. .L E (2)ROWS 1/2" m BOLTS O 24"O.G. z O BETWEEN I/6 EACH PIECE, OTHERS: STAGGERED WITH A DISTANCE O _O N �j 5. FIRE5TOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING 1 F l2J Rows 5-5/8"TRUSSLOGK SCREWS® 12"O.G. d 1/4 of A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. n" �fB T__ d' SCREWED ON(1)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH � �--' L) 6 (2)ROW5 5-3/a"TRUSSLOGK SCREWS O 16"O.G. SIDE w/ IOd NAILS, TWWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE c X = CV SCREWED ON(1)SIDE OF MEMBER AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O O JOIST, OTHERS 57AO,&ERED w/ A DISTANCE OF 52 m D (2)ROWS 3-3/5'TRUSSLOGK SCREWS m 2411 O.G. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRE5TOPPIN6. -� O a-, J015T H SCRElo W ON(1)SIDE OF MEMBER P 4-J N L0 X MAXIMUM OFFSET (2)Rows 5^TRU55LOGK SGREwS o 12"O.G. TtfREE-PIECE "I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND c O c O J BUILT UP 61RDER MAX.52" THREE-PIECE ORDERS ARE TO BE NAILED W/ 20d JOIST DEPTH, d SCREWED ON BOTH 5IDE of MEMBER 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN JOISTS NAILS ON EA. 5IDE k4d TWO NEAR EA. END OF EA. SERVE AS FIRE57OPPIN6. MATCHED 51ZE OF BLOGKIN6 (2)ROWS 5"m5sLocK sCREws m 16"o.C. 4 UNDER NON-LOAD BEARING FIRE5TOPPIN6 AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTiERMIDIATE JOINTS, AND w/ THE BLOCKING OTHERS STAGGERED) w/ A DISTANCE OF NOT MORE 3 a. THE HEADER SERVES AS FIRE-STOPPING. PARTITIONS ® 32 O.G. STUD (2)ROWS 5"TRU55LOGK SCREWS• 24"O.G. BETWEEN I/6 L SCREWED ON BOTH SIDE OF MEMBER t 1/4 OF A THAN 52„ BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE a. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL n 1 FOUR-PIECE CIDERS ARE TO BE ASSEMLED A5 1O BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO CE I L I NO BRAG I NO 5TRIN6ER TO SERVE AS FIRE5TOPPIN6. CANTI LEVERED FLOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED 1W/ 20d NAILS AS SPECIFIED OABLE ENIDNALL PLAN SHALL USE CONNEcr10N PATTERN 'A'WHEN 8"OR SMALLER FOR THE THREE-PIEG:E GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR d CONNECTION PATTERN 'B'WHEN 10' OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENER5 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P, GIRDERS ARE TO BE: SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH +J SOLE PLATE 2"x4' CONTINUOUS GABLE END MASONRY PIERS, NAIILED TO WOOD POSTS OR FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE ® 6'o.c• SUBFLOOR TRU55 THE VERTICAL OPENING I5 SEALED BY PLASTER ON THE CEILING _ BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPIN6 SHALL BE SAND LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED n 1 JOIST 2) lod NAILS TRUSS OR AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL `jf G.J. SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON W '�I I '�I $� '�I I PLATFORM FRAME CONSTRUCTION L-L.1 I `� L I I ` O I A TT E R I ` S FOR SIDE LOADED 5 7 N, CS (1 e • FLUSH I U S H 5 E_A�_ 5) NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE 10) adrr �/ ✓ J..- ✓ I I✓ -LOCATIONS REQUIRUNG FIRESTOPPIN6- NAILS AS FIRE5TOPPING. FIRE- FIRE- WOOD FIRESTOPPING FIRESTOPPING STOPFING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS II gill JOIST * 5d COOLER NAILS a 10" O.G. NAILED' BOLTED' BLOCKING 2"x4" BLOCK NAILED TO EA.BRACE VERTICAL 2 ROWS Ibd 8 ROWS Ibd ROW91S• 2 ROW514' 2 ROWS Ys" W/(4) IOd NAILS COMMON COMMON eoLTs•24' BOLTS BOLTS FIRESTOPPING WHEN _ O 12'O.G.' O 12"O.G.' O.G.STA66ERM:f O 12"O.G. O 6"O.G. COVERING 15 APPLIED 20 A.STRAP • ST UD g " TO UNDERSIDE OF TWO ROWS 12 O.G. THREE lROYJS 12 O.G. J015T9 6YPSUM BOARD LOGATION I LOCATION 2 LOCATION 3 I VJ DOUBLE PLATE * (10)ad NAILS BEAM SELECTION w/ STD. NAILING ° ° ° ° ° ° LOCATION 4 5d COOLER NAILS ® 10"O.G. NOTE: ENDWALL STUDS AS NOTED IN NOTES -1 4 a ° ° ° ° s ALTERNATE: Q JOIST SHALL BE LOCATED DIRECTLY *DENOTES ALT.FOR USE OF DRYWALL 5GREW5 ° ° ° ° HO�h RPM FIRE5TTOPPI lh6 LOCATION OVER STUDS,UNLESS TOP PLATE 15 4"O EDGE/12"m FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES SOLE WOOD FIRESTOPPING DER OF GIR DESIGNED TO CARRY THE LOAD SCREWS#6 - tY"'TYPE W OR 5 F1RE5roPP1NG 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROW5 24"O.G.STA66ERED TWO ROOWS 6"O.G. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL THIGKFE55 OF THE MEMBER.USE WASHER5 UNDER HEAD AND NUT. J O O O O 0 O O C O INTERIOR STUD DETAIL OVERLAID ROOF NOT5.STAGGER EACH ROW OF FASTENERS BY 12". 2"SPACE O O O 0 i0 O O C O II, ATTACHMENT ® VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. II TO APPROX.I INCH THICK BE FILLED NONCOMBUSTIBLE FIRESTOPPING 5.FOUR-PIECESHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPING \ MEMBERS BOTH SIDE OF THE MEMBER. 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED FOR 4"O.G.NAIL 5PAGIN6. LOCATION -1 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: 5TRAPPIN6 W/ 9.2 ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS 12"OR LESS 4 ad NAILS LOCATION a F1REsroPP1NG LOCATION ® EA.END O R.R. 6.5 ROWS OF 16d COMMON NAILS(12'oA)FOR DEFTH5 OF 14",Ib"t 16'. LOCATION IO (IFULL WIDTH 2", BLOGKIN ZO I CONSTRUCT 1 ON DETAIL 5 I$ N I ND LOAD FA7H CONNECT 1 ON DETAILS TOP PLATE DRILL 2"4) INTO ROOF I NTERSEGTI ON DETAIL DECK FOR STRAPPING INSTL. NOT TO SCALE EXIST. OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd �CONTIMOU5 LOWER TOENAIL NOTED CONT. BLOCKING TOP PLATE SPIKED TO R.R.'s .i ALIGN NEW 3 EX. R.R.AS SHOWN K I NO STUDS PLAN VIEW NOTE: R.R.RRILAR a ISHED' HOOD JOIS HOOD JOI c.3 CRIPPLE STUD BLOCKING JOI5T HANGER HEADER z GENERAL REGU I REMENT5 FOR GENERAL REGU I REMENT5 FOR W INSTALLATION OF CLINCHED NAILS, INSTALLATION OF TOE-NAILS GIRDER/HEADER -0 0 JACK STUDS NOOD O I RDER HOOD JOIST � � MAIN MEMBER �I �l I - W - JOIST FRAMING OVER HOOD GIRDER J0157 FRAMING FLUSH NITH GIRDER/HEADER TYPICAL HEADER CONNECTION PROJECT: I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF MEMBERS .X5 APPROX. 50° w/ THE MAIN MEMBER d STARTED APPROX. � THE LENGTH OF THE NAIL FROM THE MEMBER END, B E R G A R A I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER,STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A cf0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RECONSTRUCTION MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL RAFTE5. o AVOID R NO,NO MORE THAN 2 TOE NAILS SHALL BETINSTALLED N 1 AI SIDE OF A RAFTER OR CEILING JO ST NALL STUD NALL STUD 0 WHEN FASTENED TO A 2"xW TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLATE 565 BARLEY LANE IN EA. SIDE WHEN FASTENED TO A 2 xb TOP PLATE. BATHTUB SUB FLOOR SOUTHOLD, NY 11971 DOUBLE JOIST DOUBLE JO 15 -0 TOP PLATE GHIM. CHASE SEGURINO ® STD. SIDE NALL DRAWING TITLE: MALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (5N M® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB, ALL BATHROOMS KITH TILE FLOOR, DOUBLE J0157 FOR NON-BEARING NALL5 ALTERNATIVE RAFTER TO NALL STUD CONNECTION w/STUDS TO ATTIC FLOOR d BLK'G TO R/L 5IDES w/5TRAPPIN5 TO RA_ SIDES) O UNDER KITCHEN FLOORS AND RADIANT FLOORS KITH MUD. PAGE: IL TOP PLA'%TE ® O-�i(A Q JAI,I ND RES 1 STANT CONSTRUCT ON CONNEG7OR5 GHIM. GH)A5E WALL 40 Qz v G-004m00 d) GONNEGTION LOGA710K PART NUMBER: NOTES: o" Q RI DOE-TO-RAFTERS C520 © 21 " APPLY TO EACH PAIR OF RAFTERS a Z ® RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 04/08/26 4 OF 18 lu ROOF ] RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER z O REQ D BLOCKING NC7a APPLY TO EACH NALL STUD ' PLATE-TO-WALL STUD G520 � 18" TO aLEA. LEVEL�ABOVE N II THE FIRST FL. ®zw 2ND. FLOOR WALL-TO-1ST. FLOOR WALL LFTA or 0520 © 36 APPLY TO EACH NALL STUD ® HEADER-TO-JACK 5TUID 0520 ® 12" LG. O APPLY TO EACH JACK STUD FLOOR/C ` CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDONN AINCHOR 557616 APPLY TO EACH 51 DENALL END , �. 157. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE ;; '," SIDE V I;EN PLAN V I EN (USE NI TH 5" SQUARE WASHERS) Op. USE THE FOLLOWING OR APPROVED 51IMF50N METAL CONNECTORS FOR PROPER HIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDEIa INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0E I ERAL I ME30L <E I : EXISTING TO BE DEMOL15HED NEW PARTIAL HEIGHT r___-_--_-___T WOOD FRAME (L.O. 5TL. I-------------- Q EXISTING TO REMAIN WHEN APPLICABLE) I L------- -J n NEW FOUNDATION WALL ------------- WI Lu cu NEW WOOD FRAME (L.G. - 5TL. WHEN APPLICABLE) REMOVE EXIST. �---- -----------� I I ____________ I :, MIN. (2) 2 x4 5TRUGTURAL STAIRS NEW I-HR FIRE RATED " REMOVE EXIST. - - ----- Q - Ln POST FOR 4 WALL5 REMOVE PARTIAL --r--�- T-T-�-----� I � �-_-_---_--__� � fV (MIN. (2) 2"xb" STRUCTURAL WALL FOR OPENING STAIRS C u ---1-------------1---- WOOD FRAME (L.G. 5TL. EXIST. _ WHEN APPLICABLE) PO5T FOR 6 WALLS), U.O.N. UP 1 1 r r NEW2-HRFIRE RATED - - - - - - - - - - - - I_1 - - TI I- - - - - - - - - 1 a--+ O — - - - - I - - - - - - - - - - - - - - - — - - - >; C_O -- —L—L-1— 1-1----- NEW PLUMBING WALL --- ------r--------- ------ Z HOOD FRAME (L.G. 5TL. ------- O WHEN APPLICABLE) - - - - - - - - - - - - - - - - -<\� - - - - - - - - - - - - - - - - - - - - - - - - I - - I-� - - - - - - - - a �Cu L0 d 20'-8" \\\ / ---- 11'4/2" ^\1 44-?y2'—4 1 1 � c ;-> X 5 N - REMOVE PARTIAL -c O m a..: � EXIST. EX MOVE WALL FOR DOOR IEXIST. UP I i J O O L0 rn BOILER OPENING IIII W.H. REMOVE AIRS EXIST. Q .- O REMOVE EXIST. III ___I DEMOLITION NOTE: WINDOW PROVIDE 5HOR1 NO AND SUPPORT TO ALL AFFECTED r-- nn 11 STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR OON57RIJOTI ON. REMOVE EXIST. I 1 (NOUC71 � RDER ABOVE ) I REMOVE i I EXIST. ---- EXIST. m I OIL OARAOE TEMPORARY 5HORINC/DEMO 5EQUENCINC NOTES: REMOVE PARTIAL EXIST. TANK SLAB U • BASEMENT 1. I N5TALL TEMP. P05T5 $ O I RDER iPER 17EMOL 1 T I ON WALL FOR DOOR '4 l J OPENING 1144 SOFT. n "1'-5" GLO. HOT �J PLAN � PER DETAILS. 2. REMOVE EXIST. GIRDER. 5. INSTALL NEW GIRDER PER PROP05ED PLANS; SECURE EXIST. FLOOR JO 15T5 TO NEW G I RDER. 4. REMOVE TEMP. POSTS $ GIRDERS. EXIST. U TA P4ATEKR • EXIST. SEPTIC OUTLET ( Q EXIST. (5) 2" X 10" - - - - - - - - - - _ _ �_ DROPPED6IRDER -0 _ _ I - - - - - - - - - - J nl - - - - - - - - - - - - - - - - - - - - L- - - - - - - - - - - - W - - - - J I IIII ! REMOVE EXIST. WINDOW IIII III DEMOLITION NOTE: REMOVE EXIST. - REMOVE ALL WINDOWS STAIRS - REMOVE EXTERIOR DOOR - REMOVE EXIST. BOILER 4 WATER HEATER - REMOVE EXIST. OIL TANK EXIST. REPLACE EXIST. _.L_L_I_J - REMOVE ALL INTERIOR AND EXTERIOR STAIRS ELEG. ELEC. - - REMOVE 4 REPLACE EXIST. ELEC. PANEL METER PANEL - REMOVE EXISTING BASEMENT SLAB - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - - - J FROPOSED BASEMENT l7EMOL 171 ON FLAN 5GALE: 1/5" = I'-O" EXIST. UP 71�-----------L7 L _--_-- ff---REMOVE EXIST. 71 T STAIRS REMOVE ALL L ------------- REEMOVE AIRS BASEMENT 12—4y2 I I'-Oy2" 1 -- -- - --- III 13'-Sy2" EXISTING I SIDING II 1 II - ------------� II _u � REMOVE THE ENTIRE III ------- � I - --�.-T- -----r FIREPLACE 4 FLUE I71 -----------1T1 cZ _--i- rI', EXIST. ------ ~----- ----�� C - ---- IRr'%- � DTI I�a ffi lyl e -I L - 1I II II l o— II IL-- 'IrT�I II DN r r r -----f----- —� O . Iii II II III II Llr-- li----- �`__ =JJ ILi-----IIIii II i u r-----------t ----_------ U I I I I I I I I I I I I III li_-=llo_` II _ II L==_==JJ II 24-02 I I I I I I I 1 I 11 I r--- I I 11 II III II (IIII II 11 -- L—L_.— —L-----�—L-- _ Ii ii Iill II III ili II I--------�'--- ---——————— ————— — —--——— ----- I / \ -----J /------\ L------J �'— ------ —�IIc I li Ir��_ 11 III ili li Ili ------ -----Z------ -----Z -—�-----*----- -----1 J I-------� r------T ----Jh T T ---------------- �3=====_____� --1 ------ --- ---------- ----------------- -- 'ILL ----- Li--- -- r, --- ---- -- ---- Lu P r, l II' REMOVE ALL I II -- BATHROOM FIXTURES EXIST. BATH �\\\ I L-___-J EXIST. ------s LI_L li_�i ------- ===III 1 REMOVE ENTIRE REMO` E REMOVE 25 SQ.FT. \\ LJ BACK WALL FOR EXIST. REMOVE BASEMENT REMOVE 4 r 1 STORAGE ADDITION STAIRS THE ENTIRE REPLACE --------- 1 1 105 SO.FT. III PROJECT: FIREPLACE STAIRS 4 REMOVEJ WINDOW 1 III I ENTRANCE WINDOW \ _ _ hill 4 FLUE EXIST. > BEDROOM REMOVE EXIST. cv B E R GARA SOFT. BEDROOM -------- 114 SQ.FT. PLEASE PROTECT ALL EXISTING ----- � ' 128 r________ STAIRS I 1 STRUCTURE INCLUDING CEILING 4 _ RECONSTRUCTION III I I i i REMOVE ALL 1 1 ROOF -- REMOVE ALL 1 1 EXIST. CL. C J -�I 1 n-� G.J. I REMOVE WINDOW AND 1 1 r--1 EXIST. -- --7 PARTIAL WALL FOR I I KITCHEN \ NEW WINDOW LOCATION L— //;:7 11 14490.FT. -- --- \ REMOVE ALL 1 / BATHROOM FIXTURES i EXIST. LIVING �_� _ 1 1 _ 1 " __________ 565 BARLEY LANE REMOVE ALL ROOM - --� J_-- I- EXISTING 25i5Q.FT. 1 1 DN �----� L---------- SIDINO / \\\ \ f 1 1 SOUTHO D NY 11971 _ _ / \\\ \ 1 EXIST. GL. 8'-O" GLO. HOT. --- --, - - -_-- --------- __ �� _ ------ -� -� I---------� L__ � \\�-J J�IJI 1 L------------- J I I REMOVE EXIST. Qas� r=_-=11 rI=Q_===� --==,� ' \ I I � L-J I I �I--— r— _; I I I I — \ f REMOVE ALL KITCHEN STAIRS ----]uI L --lu iliul u u ills i i° --I__�IIi i i i i �� ii ------------- - 1 ) `) IIII ; I___--JII'll III�____ylll IIII III,, II II II III (c 1 I �-- I i 1 � �� DRAWING TITLE: IIr- I _ ; 1 1 \ APPLIANCES ------ pi ii ;II II nI II IIv I IIII ----i;II I (rr �11 ---- I REMOVE WINDOW AND — r————————n EXIST. CL. 41 -- II il a uL--' II Iu n11 III II u1 I �__i I ��d/I it=== �— PARTIAL WALL FOR i =� I - J J ---- I'll II ]jll NEW WINDOW LOCATION 1 11 _ 1 1 // \\ PROPOSED DEMOLITION PLANS _z I I__________________ i r ________ 1n� IL Iw III III°o.I II II IIi I I IIr r r--r r__r r-- ,j I I III I II-IIII I I I I I I I I__ 1 11 IL -----�,� �---------- - ] I IIII IL � , \ \ =J'I =__ I' 52ISO.BT BATH \\ \\\ REMOVE WINDOW l -- l -- Iri L J7 - \ / / UP __ r--_ --_ U \ / I I I EXIST. 41' IIII 41I \\ \J/ \G/ 1 \ EXIST. - REMOVE ALL INTERIOR 1 1 / \ REMOVE 4 REMOVE 4 REMOVE 4 REMOVE REMOVE ---- �---------- ----7 EXIST. I I L----_ --- __ WALL AND DOOR5 C- _J / GARAGE \ 1 / 146 5Q.FT. \ 1 REMOVE REMOVE OARAOE , 1 I I PAGE: REPLACE REPLACE REPLACE EXIST. � 1 I I I � � I 1 1 / \ WINDOW WINDOW WINDOW PORCH BAY WINDOW DOOR AND / \ I L___ J I I I I s I WI POk45 4 WINDOW 11 \ 11 1 r--- J 1 1 1 L _J / \ L J L ___ REF. / \ WALL FOR �3--- LARGE j �� `r------- � DOOR REMOVE ALL INTERIOR \ ,, •�14I A/ \ IOLOO OPENING WALL AND DOORS \ z==s__�---------------- EXIST. I ?z \ ------ =F-L=� ��--- REMOVE WINDOW LI'-8y2" REMOVE 4 REPLACE EXIST. WINDOW III BEDROOM 1 /' DATE: 04/08/26 5 OF 18 169 SFT. J1 1 REMOVE BAY WINDOWS REMOVE GARAGEFROFCSEC 17EMOLITION ELEVATIONS r--- / I 1 EXIST. DOOR AND WINDOW u / UP 50ALE: 1/8" = 1'-0" l I 1 DEMOLITION NOTE: REMOVE ALL 1 - REMOVE ALL INTERIOR WALLS AND DOORS G.J. EXIST. I �____________�_�=r�L - REMOVE ALL KITCHEN APPLIANCES 1 - REMOVE ALL BATHROOM FIXTURES - REMOVE FIREPLACE 1 - REMOVE ALL INTERIOR AND EXTERIOR STAIRS •� °" �'° '' �> n - REMOVE GARAGE DOOR ,- N`, A ----- ----- ----- - REMOVE ALL WINDOWS • (�:;,' ``. 1 I„' .L^, .,, _____ -__-__ ___-= REMOVE EXIST. - REMOVE ALL EXISTING FLOORINGLa--- , - PORCH - REMOVE ALL EXISTING SIDING ;" REMOVE 4 REPLACE REMOVE 4 REPLACE REMOVE 4 REPLACE WINDOW WINDOW WINDOW OV FROPOSE17 F I I RST FLOOR r7)EMOL I T I ON FLAN �� o �-�W A`a , 4� 5GALE: I/8" = I'-a" 0E NDRAL I I " 50L= F I : _ EXISTING TO BE DEMOLI5HED � NEW PARTIAL HEIGHT d WOOD FRAME (L.G. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) uj NEW WOOD FRAME (L.G. NEW FOUNDATION WALL C LU 5TL. WHEN APPLICABLE) NATURAL LIGHT 4 VENTILATIONcu J ® MIN. (2) 2 (y)"x4" STRUCTURAL (HABITABLE SPACE) NOTE: N NEW I-HR FIRE RATED POST FOR 4" WALLS A-lo5 �C L0 POOP, DO SCHEDULE ARE LOCATED ON PACE WOOD FRAME (L.G. 5TL. (MIN. (2) 2"xb" 5TRUGTURAL FLOOR AREA 251 S.F. PO5T FOR 6" WALLS), U.O.N. O O WHEN APPLICABLE) S.F. REQ. S.F. PROV. _ -0 0 NEW 2-HR FIRE RATED LIGHTING;MIN. 89b ~' (.0WOOD FRAME (L.G. 5TL. NEW PLUMBING WALL OF FLOOR AREA 18.5 S.F. 21.'f S.F. 0 N Z 0 WHEN APPLICABLE) VENTILATION.4% OF FLOOR AREA C1.2 S.F. 12.1 S.F. > X = N O 0 0 4- 0 m Z e-- EOUNDAT'ION PLAN NOTES -J N O O cu FOUNDATION WALL OPENING: NEW TILE FLOOR: Q c O O I. 5'-O"x8'-O" MASONRY OPENING IN FOUNDATION 12 I. NEW TILE FINISH (H.O. TO SELECT) UPON 2.SEE NOTED DETAIL 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON 20'-10" 25'-41/:2 14'-3y2" 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON SEPTIC SYSTEM HOUSE CONNECTION: 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); r O I. LOCATION OF SEPTIC SYSTEM HOUSE CONNECTION SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® NATURAL LIGHT VENTILATION W 2. SEE SGDHS APPROVED PLANS UNDER REFERENCE NO. INTERIOR. 14'-q" 5'-0" O - DATED 05/04/26. 3. PROVIDE CAST IRON SANITARY PIPE EXTENDING 2"-0" (HABITABLE SPACE) MINIMUM FROM BUILDING FOUNDATION ALL. NEW FLOOR: - - - - - - - 13 1. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE 4 5GREN; . ° a •. FLOOR AREA 250 5.F. FREEZE PROOF HOSE BIB: 50REW PERIMETER OF SHEATHING b" O.G. 4 12" O.G. ® t O FASTENED w/ MASONRY ANCHORS (PRECISE INTERIOR. S.F. REG. 5.F. PROV. T 2.NEW FINISHED FLOOR PER H.O. SELECTION LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) U NEW EXHAUST FAN SHALL BE INSTALLED WHERE I'1 008 LIF FLOOR ;MIN. 85G 20.0 S.F. 21.1 S.F. OF FLOOR AREA 4 DOOR NOTE: 14 I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT VENTILATION 15 NOT MET BY MEANS OF NATURAL = •• PROVIDE 4 O O 4 VENTILATION;MIN. GONG. SLAB W GH J ROC WINDOWS OR DOORS TO ° . , 100 S.F. 1 SF. . . . ON PLANS BY 'JELD-WEN' (OR EQUAL). CIRCULATION THROU Q 4% OF FLOOR AREA FOR A/C T M OUTD R OO SPACES AS PER NYS MECH. GORE SECTION < G� 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 405.5.2.5; INSTALL AS PER MANU. SPECS 343 SOFT. �_ - - CONDENSER ON PLANS BY 'THERMATRU' (OR EQUAL). 6 - - - - - - - - - - - - - - - - - - 3. NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DE516NATIONS 4 DOOR SCHEDULE. 15 FLOOR DRAIN: 13 a I. NEW 3" GUARDED FLOOR DRAIN w/ 3" TRAP. HT / "• °' 4.PLACE DOORS 4 MIN. FROM PERPENDICULAR - - - - - - - - - - - - - - - - - - - - WALLS, U.O.N. 2.FOR DRAINS SERVING CONDENSING MECHANICAL 5. INSTALL AS PER MANU 5PEC.'s UNITS,ENSURE CONDENSATE NEUTRALIZER KIT N U 6.PROVIDE (2) VxIO" HDR.,U.O.N. INSTALLED PRIOR TO FLOOR DRAIN. N �. SEE PAGE T-003 FOR ALL OTHER FRAMING 3. PITCH FLOOR TO DRAIN PROPOSED ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. STAIR 4 RAILING NOTE: to BEDROOM 11 ® Q I6 I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI 4 MIN. 10" T 231 •�• / m O FIRE RATED DOOR: r (J 5 3QX8Q 0.'75 HR. SELF-GLO51N6 STEEL DR. Tr - RISERS SHALL BE CLOSED 2. GREATEST RISER HEIGHT IN A FL16HT OF STAIRS SHALL n` NOT EXCEED THE SMALLEST BY MORE THAN ". O 13 e' am W 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST OEGRE55 WINDOW WELL: 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 3'-10" II ui IQ PROP. =N PROVIDE NEW EGRE55 CONCRETE WINDOW WELL 4 PLASTIC 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 36" MIN. IB"xl2"D P. GONG. 12,1 m COMPACTED COVER ;51ZE TO BE MIN. 80" W x 46 D 4.4.2. BELOW HANDRAIL, RAILS ON BOTH E: 51.5 MIN.MIN. FTO K/( )#REFAR / FILL;STONE 14 PATIO ABOVE PROP. THEATER 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN PROFP. (H.O. SELECT) 2'72 SOFT. WINDOW NOTE: ONE SIDE OF EACH FL16HT OF STAIRS CONTAINING FOUR A-701 @AT}H - A-501 O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN OR MORE RISERS, AND WHERE SHOWN ON PLANS. - 007 45 5Q2FT. - 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED 4 m r CASEMENT, DOUBLEHUN5, OR 6LIDIN6 (AS NOTED); WALKING SURFACES LEGATED MORE THAN 30" ABOVE I °, • OOq 4 INSTALL AS PER MANU. SPEC.'S. FOR FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. b 6'-6" f • " ' SUBSTITUTIONS,5EE NOTE #q IN "GLASS WINDOWS AND DOORS" ON PAGE 6-002 IF CASEMENT 7• 56" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE;36" HIGH - - - - - - - - - _- - - - - WINDOWS - ALL CSMNT WNDWS SHALL HAVE I OCU6 STRAI6HT ARM HINGE WHEN HANDRAIL. 6 T 12'-8" 2'-2" 8. 6RIPPABLE RAIL AS PER CODE. - 6 2.IF DOUBLE TILT WASH HUNG - ALL DBL. HUNG WNDWS TO BE q, RAILING TO BE WOOD. $ 4 - I7 3. ALL 6LAZINC WITHIN IS" OF FF TO BE TEMP. 6L. BASEMENT WALL FRAMING -402 17 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND) I7 r WINDOWS (TYP. FOR ALL) U.O.N. 2. R a 5PRAYFOAMMIIN5ULLL ATIOINC m I 13 m N W/MOISTURE BARRIER i EGRE55 NOTE: „ cad THERMOSTATIN COMPLIANCE WITH NEW YORK STATE BUILDING 3. GYPSUM WALL BOARD FINISH N OOS O CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 8" I-1 T A-� - 4 u1 EGRE55 SHALL BE FOLLOWED: ELECTRICAL PANEL: NEW DNJ 21'-4V:2" 5'-O" 1T 18 NEW 200 AMP ELECTRICAL PANEL LOCATION; NET CLEAR OFENINO........... 5.1 S.F. ALL INSTALLATION AS PER NY5 ELECTRICAL GORE. `N = NET CLEAR HE16HT............... 24" MINIMUM e o NET CLEAR WIDTH................. 20 MINIMUM UNDER-FLOOR AREA V*ENT5 Ib r - I- -1 4 Iq I. NEW I6"x8" (MIN. SIZE) VENT TO PROVIDE MIN. I S.F. NET _ - - IT IT �- - - - - - - - - - - 7 VENTILATION OPENING FOR EACH 150 S.F. OF I 6-IjY2 6 1�2 6 Ijl�2 ONEW MEGH. AREA: UNDER-FLOOR SPACE, PER 2020 IRG R408. - C WALL-IN FILL I b I. INSTALL ALL INDICATED EQUIPMENT A5 PER MANU. aPEG.s � �� p ® .p � �� 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHA%NIGAL 2. INSTALL A5 PER MANU. SPECS WITHIN 3'-O OF , NATURAL LIGHT 4 ARTIFICIAL LIGHT `t 3-6 _ BUILDING CORNERS, d m UNITS A5 PER NY5 MG 306.1 3. SITUATE VENTS WITHIN F.J. BAY5/SETWEEN STUDS AND � -_ _ VENTILATION HABITABLE BASEMENT AREA: q5b 50. FT. NEW - 3. MAINTAIN ALL APPLICABLE VENTING CLEARANCES AVOID POINT LOADS FROM ABOVE. IF POINT LOADS `� ( FLOOR REQUIRED LIGHT: 6 FOOT CANDLES / 50. FT. UP Q REQUIRED PER NYS MG 804. UNAVOIDABLE, PROVIDE DBL. RIM JOIST ABOVE. AREA q58 S.F. (U 6W LED BULB = 450 LUMENS 4.IF APPLICABLE,DISCONNECT, REROUTE, 4 RECONNECT 4. PROVIDE FOUNDATION VENT WELL 4 COVER AT ALL lz EQUIPMENT TO EXIST. PIPING AS REO.D. VENTS BELOW GRADE; INSTALL PER MANU. SPECS. S.F. REG. S.F. PROV. b FT. CANDLES X q55 SO. FT. = 5;145 LUMENS r p 5,7745 LUMENS /450 LUMENS = 12.5 I6 TYPICAL MECHANICAL AREA NOTES: ) LIGHT -16.6 S.F. 0.0 5.F. MINIMUM (12.5) 6W LED LIGHTS REQUIRED z I. FOR WD. FR. FLOOR - PROVIDE 1/2" CONC. BD. BY I REQ D 38.3 S.F. 20.0 S.F. -� "DUROGK" (OR EQUAL) VENT MINIMUM (15) 6W LOW VOLTAGE L16HT aJ ® ® N 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/5" d REQ'D FIXTURES REQUIRED ' IX t` w S p PROP. RECREATIONAL SPACE m TYPE X GYP. BD. UL U505 (OMIT ON GONG. WALL5)I <0"9i ,n ,p ti q58 SOFT. 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU., EXIST. '1'S" GLG. HOT. I �u SPEC.s AND AS PER NY5 MECH. AND FUEL OAS COVE ) NEW 1'-0" CL6. HOT NEW F.J. ON TOP V 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THATr `t m 001 4 OF EXISTIN6 N IT CONFORMS TO NY5 MECH. AND FUEL OAS CODE NEW EXHAUST FAN SHALL BE INSTALLED 15 - 6ARA5E SLAB TO O 5. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE WHERE VENTILATION IS NOT MET BY MEANS - BE ALIGNED WITH a FRESH AIR INTAKE FROM EXTERIOR OF NATURAL CIRCULATION THROUGH WIDOWS FIRST FLOOR N 6. MAINTAIN OR OY PROVIDEOFF SRC GE/BOILER ELECTRICAL OR DOORS TO OUTDOOR NY5 MEGH. COME SECTION 403325; INSTALLSPACES AS PEP, - -1. FOR GAS SERVICE, PROVIDE GAS SHUT OFF SWITCH AS PER MANU. 5PEG5 5. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER a CLEARANCES AS PER CODE 4'-0" 003 - q. PROVIDE 5" FLOOR DRAIN IF REO'D BY EQUIPMENT 4 CCONNECT TO ONNECT CODE PROJECT: SYSTEM AS PER NYS ( 13 PROJECT: 10.DRAFT VENTIN6I SYDSTEM SHALL COMPLY W"H ALL� 4 I I - II-�2 BERGARA SECTIONS OF 2020 NY5 RG 62421. PROP, MECH. GL A-30)I BURIED PROPANE TANK: OI. PROVIDE NEW 1,000 GALLON BURIED PROPANE TANIK 3 2 S.F. I �� I A-301 in 2.INSTALL AS PER MAU. 5PEC.'S 8 17 PROP. NET BAR RECONSTRUCTION 3.INSTALL MIN. 10'-0" FROM DWELLING, SANITARY 4 5-TORN WATER STRUCTURES, 4 BURIED UTILITY LINES;REFER: TO 51TE PLAN FOR INSTALLATION LOCATION. q _f GOMBINATIONBOILER ( o02 13 � � - - - - - - - - - - - - - - - - - - �' L - - - - - 1O NEW NAVIEN (2) NCB-240/IIOH CONDEN51N6 PROPANE _ IIPROP. -16'-4/2 - - - - - - - J 565 BARLEY LANE WALL-HUNG COMBINATION BOILER (OR APPROVED EOUJAL). NEW PROPANE LINE 4 5 HYDRO. I. VENT THROUGH EXTERIOR WALL. 8 PROP. MEGH. RN. IAIR = SEPTIC 4 WATER SOUTHOLD, NY 11971 2. F.A.I. THROUGH EXTERIOR WALL. 183 SQ.FT. HANDLER ; TANK GL. ( SIZE OF - - - - - - - - - - - - 3. INSTALL PER MANU. SPEC.'S , ' I I is PROP. COMPACTED FILL CLOSET TO BE V.I.F. ) VENT DRAWING TITLE: TYPICAL BATHROOM NOTE: I L - -'J II I. WALL BOARD F.A.I. -- �;� 1\� �� _ _ _ _ _ _ _ J I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN - - - - - - - - - - - - - - - - ALL BATHROOMS NEW i I 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND I " PROPOSED FOUNDATION PLAN 18 GOMBI- TUB SURROUNDS BOILER/ - _ _y -_ _ _ 2. SHOWER FLOORS EXIST. NEV4 W.H. FL 2.1. NEW TILE FIN15H (H.O. TO SELECT) UPON ELEC. METER 20o AMP E.P. Pa- , 1q2.2. CONCRETE MUD-5ET (SLOPE I/8" PER FOOTTOWARDS DRAIN) UPON2.3. WATE PROOF MEMBRANE TO COVER SHOWERR FLOOR, WRAP DRAIN 4 ATLEAST 15" UP WALLiS _ 3. BATHROOM WALLS - - - - - - - - - - - - -- - - PAGE: 5.1. PROVIDE TILE FINISH AT BATHROOM WALLS 2-b1-101-011 LOCATIONH TBD _1® . 4. SHOWER NICHE 00 4.1. NEW SHOWER NICHE 24 W x 12 H x 3.5 D 20'-101, 2"I'-?�2" r$ D DATE: 04/08/26 6 OF 18 w � o - F OFOSED FOUNDATION FLAN .�.. I,cf5ci S.F. CONDITIONED FLOOR AREA SCALE: I/4" = I'-o° VVI ^} > (5EI FERAL EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT O.. WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) 0 EXISTING TO REMAIN NATURAL LIGHT $ VENTILATION Lu �-{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL C (HABITABLE SPACE) J co STL. WHEN APPLICABLE) NOTE: (y) FLOOR AREA 555 S.F.. - DOOR 4 WINDOW 5GHEDULE ARE LOCATED ON PAGE A-lo5 NEW I-HR FIRE RATED ® MIN. (2) 2N4" STRUCTURAL c � S.F. REQ. S.F.. PRov. WOOD FRAME (L.G. STL. POST FOR 4" WALLS 6� WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL L16HTING;MIN. b% 25.6 S.F. bb>.b S.F. O p POST FOR 6 WALLS), U.O.N. OF FLOOR AREA '� }, co NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. NEW PLUMBING WALL VENTILATION;MIN. 14.5 5.F. bb>.3 S.F. L z 4% OF FLOOR AREA D _ O C CV O� WHEN APPLICABLE) O i 16 d �C13 Lo o O oX 4- N FLOOR PLAN NOTES 4 { p m �-' DOOR NOTE: NEW FLOOR: q." 4 .4 G 2 C � O O I. INSTALL NEW INTERIOR co L0 DOORS WHEN GALLED OUT �b Q I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW) ON PLANS BY 'JELD-WEN' (OR EQUAL). SCREW PERIMETER OF SHEATHING b" O.G. 4 12" O.G. ® 3 I6-4 3-I10-O' CENTER 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT INTERIOR. ON PLANS BY 'THERMAT'RU' (OR EQUAL). 2.NEW FINISHED FLOOR PER H.O. SELECTION 5. NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DE516NATIONS 4 DOOR SCHEDULE. NEW TILE FLOOR: n , 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR O I. NEW TILE FINISH (H.O. TO SELECT) UPON O W WALLS, U.O.N.5. INSTALL AS PER MANU SPEC.s 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON � z 6.PROVIDE (2) 2"xl0" HDR., U.O.N. 3.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON 1. SEE PACE 6-003 FOR ALL OTHER FRAMING 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. SCREW PERIMETER OF 5HEATHING 6" O.G. 4 12" O.G. ® O C 4 F 4 qrl 4INTERIOR. 4'-4" 4'-0" 4'-O 4'-4" --- OSTAIR B RAILING NOTE: I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" Rl 4 MIN. 10>" TYPICAL BATHROOM NOTE: NEW U Tr - RISERS SHALL BE CLOSED DN _ •- ^ ` 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALLI. WALL BOARD 10 PROPOSED = W I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN MASTER NOT EXCEED THE SMALLEST BY MORE THAN ". ALL BATHROOMS G N BEDROOM 2 2B 12 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-b". 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND Q 4 4J 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: s56 5G2.PT. PROP. TIO. TUB SURROUNDS - � CONNECTION 4.1. BETWEEN CLEAR HF16HT 4 HANDRAILS: 56" MIN. 2, SHOWER FLOORS 4 W PROP. BUILT-IN G 4.5. BELOW HANDRAIL, RAIL ON ONE SIDE: S: MIN. 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON - OATH' BREAKFAST 4 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21" MI'IN. 2.2• CONCRETE MUD-SET (SLOPE I/b" PER FOOT �, GLG. NOOK 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN ABOVE ' ONE SIDE OF EACH FLIGHT OF 5TAIR5 CONTAINING FO>UR TOWARDS DRAIN) UPON m OR MORE RISERS, AND WHERE SHOWN ON PLANS. 2.5. WATER PROOF MEMBRANE TO COVER SHOWER G N b _ 4 U 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED FLOOR, WRAP DRAIN 4 ATLEA5T Ib UP WALLS ► 5 Oy2 12 WALKING SURFACES LOCATED MORE THAN 50" ABOVI= 3. BATHROOM WALLS C FINISHED FLOOR OR GRADE, 4 WHERE 5HOWN ON PLANS. 5.1. PROVIDE TILE FINISH AT BATHROOM WALLS 4 IU 1. 56" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO LOCATION TBD ALLOW PASSAGE OF A 4" 4' SPHERE;36" HIGH 4. SHOWER NICHE SM/GO HANDRAIL. 4.1. NEW SHOWER NICHE 24"W x 24"H x 3.5"D A-301 106 A-301 b. CRIPPABLE RAIL AS PER CODE. _ _ _ PROP. r - q. RAILING TO BE WOOD. Q STONE PAVER REAR DECK ' THERMOSTAT: Q #/ CLOSED P. GONG. STAIR: II I. PROVIDE THERMOSTAT FOR 3 ZONES: 4CI? 5F. I. TYP. 42" RAIL AS NOTED - ZONE I: MASTER FLOOR 4'-O" 2.RAILING SHALL BE WROUGHT IRON OR GALV. STL. - ZONE 2: LIVING FLOOR FASTENING SHALL BE AS PER RAIL MANU. PROVIDE - ZONE 3: BASEMENT FLOOR I PROP D W 4 p EXTERIOR GRADE PAINT A5 REO' OR POWDER 2. H.O. TO SELECT MODEL; INSTALL AS PER i _ OATH, COATING MANUF. 5PEG5 I09 PROP. MASTER W.I.G. GL6, ® N 3.SEE FOUND. PLAN 4 DETAIL cV A/C CONDENSERS: 65 SQ.FT. b ABOVE SMOKE DETECTOR / CO DETECTOR NOTES: 12 I. PROVIDE (2) NEW 5-TON A/G GONDEN5ERS BY "RHEEM" I10 �p O Q E O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT OR APPROVED EQUAL. 5M/GO dJ :/ 1 � 7- - - SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH m/\ HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. ZONE (SEE THERMOSTAT FOR ZONE DE516NATION). I THEERMOSTAT -'I` b Q 2.INTERCONNECTION BETWEEN NEW 4 EXI5TIN6 DEVICES 5.INSTALL A5 PER MANUFACTURER 5PEG5. b 10 I N PH SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 4.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND - ARE NOT INTERCONNECTED, AS PER NYS R314.4. SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING DT L �p ;p 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF 4 T PROP. MASTER m m PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. CONDENSER. NEW DN �j BATHROOM _ O O 4.SMOKE /GO DETECTORS TO MAINTAIN 3' MIN. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY 6A5ss 10 118 SQ.FT. o III 4'-b" HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUGTSi APPLIANCE, AND AT LEAST V FROM WINDOWS/DOORS 9 b' GL6. H6T. b PROPOSED Oi O - 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. WHENEVER POSSIBLE. ITGHEN m i 5. INSTALL ALL AS PER MANU. SPEC.'s I 10-1 s52 SQ.Fr. O m 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR HYDRONIG AIR HANDLER: .ry _ ,IN COMPLIANCE WITH LOCAL CODE 13 I. PROVIDE (2) NEW HYDRONIG AIR HANDLER(5) BY RHEEM 5 10 -2'-6" N WITH MULTI-ZONES OR APPROVED EQUAL - O O �t WINDOW NOTE: 2.INSTALL (1) UNIT IN THE ATTIC AND (I) IN THE BASEMENT. 7 O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 3. PROVIDE AIR DISTRIBUTION TO HABITABLE 5PAGE5In d PROP. BUILT OUT WALL CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). THROUGH WALLS OR CEILING w 112 TO ALIGN WITH 3_b: I T �, TRH, REF INSTALL AS PER MANU. 5PEC.S. 4.INSTALLER TO PROVIDE SLOCKIN6,PIPING, AND 4 NATURAL LIGHT ff BASEMENT WALL 2.NOTE DOE5 NOT INDICATE EACH NEW WINDOW PROPOSED; ELECTRICAL AS REQUIRED FOR MOUNTING AND 2 N I b b ^I/2 SEE DE5IGNATION5 4 WINDOW SCHEDULE. INSTALLATION. WNu.� VENTILATION " 'Y 3. FOR SUBSTITUTIONS, SEE NOTE #9 IN "GLASS WINDOWS 5. HANDLER 51ZIN6 (TONNAGE) SHALL BE SELECTED PER (Y FLOOR �'0° / 2'- " 2 " I'78 S.F. a6 4 REQUIREMENTS OF A/C 4 HEATING SYSTEM (5EE w PROP. GATH. AND DOORS" ON PAGE G-002. AREA 3'-0 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. THERMOSTAT FOR ZONE DESIGNATION). C S.F. REO. S.F. PROV. - 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 6.PROVIDE HOT WATER COIL AND CONNECT NEW HOT T,�; O 5 b ABOVE _ _ Q 10 ® B�` Q BATH b.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: WATER/BOILER COMBO TO NEW COIL. LIGHT 14.2 S.F. 20.a S.F. b 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF REQ'D 9 5F. SWINGING, SLIDING, 4 BIFOLD DOORS NEW GUTTER VENT '1.1 5.F. 11.7 5.F. I PROP. LAUNDRY r PROF. 10 Q 10 DT 6.2. WITHIN Ib OF F.F. 14 - - - - 6.3. WITHIN 24" OF A DOOR 5EE SPECIFICATIONS AT ELEVATION NOTES m -� ^ 54 SQ�FT. 1 - -m- - - - - LIVING 4 PININO RM AREA - - - - - - 6.4. WITHIN STAIRWAYS 4 WITHIN 36 OF A LANDING _ 6.5. WITHIN TUB/SHOWER ENCLOSURES 15 GUTTER HIGH POINT (TYP.) MODIFIED ' 1 104 b z 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 11'1 3 "1. SEE PAGE C-003 FOR FRAMING ELEMENTS AROUND BEDROOM = _ w WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM[ „ 1'I6 SOFT. II3 b" SM/CO (2) 2"xl0" HEADER U.O.N. I6 NEW 4 x3 ALUM. DOWNSPOUT (TYP.) w O b.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 4 - b r in U NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS INTERIOR UTILITY CHASE N b 1 Q z LESS THAN 24" ABOVE F.F.,THAT ARE MORE THAN-12" 17 PROVIDE UTILITY CHASE IN INDICATED LOCATION FOR :fl ATTIq - I ABOVE GRADE OR THE ADJACENT SURFACE AT THE PIPING RISERS 4 DUCTWORK. SM/GO , 114 PULL ATTI \ ® ® PROPOSED BUILDING EXTERIOR. G m DOWN m BEDROOM EGRESS NOTE: - W IN COMPLIANCE WITH NEW YORK STATE BUILDING a ~ CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOORS: r - I NEW ON 3 8' GLG. HOT. O p EGRESS SHALL BE FOLLOWED: FILL INTERIOR WALLS 4 FLOORS WITH INSULATION TO PROVIDE - - 3 O 2 SWOO uJ G II6 ' A-301 1� �` FA---5-0-I A SOUND TRANSM155ION GLASS (STC) FOR AIR-BORNE N015E OF �---Q NET CLEAR OPENINO........... 5.1 S.F. NOT LESS 50 AS MEASURED IN ACCORDANCE WITH A5TM E QO. SM/GO m I m 2'-4" LADDER -3 I 102 b -3 PROJECT: NET CLEAR HEIGHT............... 2411 MINIMUM cr _ 5M/GO CLEARANCE 101 - O I � ss NET CLEAR WIDTH................. 20" MINIMUM Li tt TEMP. TEMP. TEMP. TEMP. �OB E R G A R A NEW LAUNDRY ROOM: w 6" 5 I. NEW WA5H / DRY HOOK UP HIGH EFFICIENCY LAMPS: - _-- - - O 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s NOT LESS THAN CIO% OF THE PERMANENTLY INSTALLED L16HTING MODIFIED1: RECONSTRUCTION FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER � SOP _ O� 2-l0 4 8 ;;4'� -I 6 O 3-I 4 8 2 10 w/ SIZE OF EQUIP. 2020 NYS EGG R404.1 4 BEDROOM �J � ® IIbTEMP. 3.PROVIDE HOOK UPS AS REO S PER MANU. 1"75 50PT. AT q q AT AT DRYER EXHAUST NOTE: m G 8' GLG. H6T. 119 6 PBATH ROP, QPROP, I. DUCT SHALL TERMINATE TO EXTERIOR ROOF HOT WATER PIPING INSULATION: 54 SF. .D STONPECK�R 8', MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE O O Ib'1 SF. 13--ty2 565 BARLEY LANE 2.DUCT OPENIN65LL TERMINATE MIN. 3-0 FROM ANY INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE b m / 9 2 2B - 4 BT G 4 SOUTHOLD, NY 11971 FOLLOWING CONDITIONS PER 2020 NY5 EGG R403.4 4 R403.5: / 10 3. DUCT SIZE AS PER MANU. _PROP. � O 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER i0 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING jcv xx z NATURAL LIGHT $ VENTILATION CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO FLUIDS >l05°F OR <55°F (R403.4) 120 Q (HABITABLE SPACE) DRAWING TITLE: CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 2. PIPING j" AND LARGER IN NOMINAL DIAMETER 1O SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 3. PIPIN6 5ERVIN6 MORE THAN (1) DWELLING UNIT m J ® FLOOR AREA 152 S.F. PROPOSED FIRST FLOOR PLAN EXCEED b FEET AND SHALL BE LISTED AND LABELED 4. PIPIN6 LOCATED OUTSIDE CONDITIONED SPACE EGRESS TEMP. w TEMP. ~ IN ACCORDANCE WITH UL 2158A. 5. PIPIN6 FROM WATER HEATER TO A DISTRIBUTION MANIFOLD 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK R161D 6. PIPIN6 LOCATED UNDER A FLOOR SLAB S.F. REQ. S.F. PROV. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 7. BURIED PIPING NEW UP RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST b. SUPPLY 4 RETURN PIPIN6 IN RECIRCULATION SYSTEMS Q 6T LIGHTING;MIN. b% 12.2 S.F. 24.1 S.F. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL OTHER THAN DEMAND RECIRCULATION SYSTEMS. G 4 BT `1 OF FLOOR AREA 50REW5 2'-Q" 10'-O" VENTILATION;MIN. -i. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 4% OF FLOOR AREA 6.1 S.F. 13.5 S.F. LOCATION TO THE WALL OR ROOF TERMINATION. THE PAGE: MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 12'-b" t:21-oll-rf6�'-O" 2'I'-2}�2" FEET FOR EACH 450 BEND AND 5 FEET FOR EACH q00 BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 22-b" A-103m00 p NEW EXHAUST FAN SHALL BE INSTALLED WHERE O VENTILATION 15 NOT MET BY MEANS OF NATURAL CIRCULATION THROUGH WINDOWS OR DOORS TO NATURAL LIGHT & VENTILATION OUTDOOR SPACES AS PER NY5 MEGH. CODE SECTION (HABITABLE SPACE) 405.5.2.5; INSTALL AS PER MANU. SPECS DATE: 04/08/26 7 OF 18 O NEW ATTIC, ACCESS - PULL DOWN LADDER: FLOOR AREA I76 S.F. I. MIN. 550 # CAPACITY 2.PROVIDE UNIT BY 'FAKRO' L5T INSULATED ATTIC, LADDER; S.F. REQ. S.F. PROV. OR APPROVED EQUAL LIGHTING;MIN. b% 2.1. ROUGH OPENING 22 I/2" X 31 I/2" OF FLOOR AREA 14.2 5.F. 51.5 S.F. 2.2. GEILIN6 HEIGHT MIN. b'-2 J";MAX. a'-2 " 3. ENSURE 51ZED TO FIT MEGH. EQUIP. THRU OPENING 4% OF FLOOR4.1 HR FIRE RATED T I S.F. I7.5 S.F. . ._ i 5. DEL. FRAMING WHEN NEW OPENING 6.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-441 INSULATION ABOVE w/ND. FR. (OR EO) BAFFLE OR f} RETAINER TO PREVENT INSULATION FROM ENTERING �- DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 (OMIT WHEN ATTIC ACOF55 DOES NOT PENETRATE FROFCSEI� FIRST FLOOR FLAN , THERMAL ENVELOPE OF BUILDING). 1. INSTALL AS PER MANU. SPEG.'s 5.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 2/2� 5 S.F. GON7I7I0NED FLOOR AREA; 2,456 S.F. OROSS FLOOR A""'IREA"t � C�� C��Fy SCALE: I/4" = I'-O" � �` � EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT a WOOD FRAME (L.G. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. � NEW FOUNDATION WALL Lu cc W STL. WHEN APPLICABLE) -J () NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V a N Ln HOOP FRAME (L.G. STL. ❑X POST FOR 4 WALLS W WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O O P05T FOR 6" WALLS), U.O.N. - 'a NEW 2-HR FIRE RATED (.0+ } WOOD FRAME (L.G. STL. NEW PLUMBING WALL z WHEN APPLICABLE) 22'-4 a .p p p N 0 y2 ib ,y2 > x N p O O 4-+ Om {'-' (9 FLOOR FLAN NOTES -1 N O � DOOR NOTE: NEW FLOOR: OI. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 16 _ a � a � O ON PLANS BY 'JELD-WEN' (OR EQUAL). OO I. NEW " PLYWOOD suBFLOOR BENEATH (GLUE 4 SCREW); - - - - - - - - - - - - - - - - - - 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT SCREW PERIMETER OF SHEATHIN6 6" O.G. 4 12" O.G. ® 2'-O" _ _ -r - - - - - - - - - 2'-O" O.H. ON PLANS BY 'THERMATRU' (OR EQUAL). INTERIOR. 5.NOTE DOES NOT INDICATE EACH NEW DOOR 2.NEW FINISHED FLOOR PER H.O. SELECTION PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE;. NEW TILE FLOOR: 4.PLACE DOORS 4 MIN. FROM PERPENDICULAR O I, NEW TILE FINISH (H.O. TO SELECT) UPON WALLS,U.O.N. 5. INSTALL AS PER MANU SPED,g 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 1 I6 6.PROVIDE (2) 2"xIO" HDR., U.O.N. 3. NEW " DUROCK GEMENTBOARD (OR EQUAL) UPON "I. SEE PAGE 5-003 FOR ALL OTHER FRAMING 4.NEW " PLYWOOD SUBFLOOR BENEATH (CLUE 4 SCREW); - Ib ..�� ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. SCREW PERIMETER OF 5HEATHINC 6" O.G. 4 12" O.G. 6 El 70 STAIR 4 RAILING NOTE: INTERIOR. 4:12 - - - - - - - - - - - - - 4:12 O - - - - - - - I I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI 4 MIIN. 10° TYPICAL BATHROOM NOTE: � Tr - RISERS SHALL BE CLOSED IO I WALL BOARD 2. GREATEST RISER HEIGHT .IN A FLI6HT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN . I.I. INSTALL MOISTURE RESISTANT 6YL5UM BOARD IN 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6"-8". ALL BATHROOMS I I 4-1 W 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTrHS: 12 INSTTUB ALL CONCRETE BOARD IN ALL SHOWER5 AND 14 • 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56 MIN. 2• SHOWER FLOORS 0 14 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. 2•I. NEW TILE FINISH (H.O. TO SELECT) UPON 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2'1' MIN. 2.2• CONCRETE MUD-SET (SLOPE 1/8" PER FOOT N 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN ONE SIDE OF EACH FLIGHT OF STAIRS CONTAININc6 FOUR TOWARDS DRAIN) UPON NEW 2" R.R. U 6. OR MORE IRLS SHALL D HHE E 5HODED FOR OPEN SIDED 2.3. WATER PROOF MEMBRANE TO COVER SHOWER NEW 2 xl0 R.R. I ® Ib" O.O.G. 1 L RAIN 4 ATLEA5T IS" UP WALLS ® I6" O.G. S. FIN15HINO ED FLOOR OR GRADESURFACES D MORE THAN 50" 3. BATHROOM HALLS WHERE SHOWN ON PANS. 3.1. PROVIDE TILE FINISH AT BATHROOM WALLS I ' -1. 56" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO LOCATION TED � � Q dJ Q ALLOW PA55A6E OF A 4" 4' SPHERE;36" HIGH 4. SHOWER NICHE A-501 ° HANDRAIL. 4.1. NEW SHOWER NICHE 24"W x 24"H x 3.5'D I A-301 8. GRIPPABLE RAIL AS PER CODE. q. RAILING TO BE WOOD. I _ THERMOSTAT: y I 4:12 CLOSED P. GONG. STAIR: II I. PROVIDE THERMOSTAT FOR 3 ZONES: U1 N I. TYP. 42" RAIL AS NOTED - ZONE I: MASTER FLOOR r 2B 2 RAILIN6 SHALL BE NROUSHT IRON FASTENIN6 SHALL BE AS PER RAIL V MANU. PROVIIDE - ZONE 3: BASEMENT FLOOR I ,� - EXTERIOR COATING GRADE PAINT AS REOV OR POWDER 2 MANU 0 SPEGST MODEL; INSTALL AS PER 14 O_ 3.SEE FOUND. PLAN 4 DETAIL ►3 NEW 2"x8" R.R. NEW 2"x5" R.R. A/C CONDENSERS: z SMOKE DETECTOR / GO DETECTOR NOTES: 12 I. PROVIDE (2) NEW 5-TON A/C CONDENSERS BY "RHEEM° I 16 14 I6 ® Ib ® I6 O.G. O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT OR APPROVED EQUAL. 15 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH I I6 HARD WIRED To EACH OTHER w/ BATTERY BACKUP. ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES 3.INSTALL AS PER MANUFACTURER SPECS. SHALL NOT BE REQUIRED WHERE EXI5TIN6 ALARMS 4.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND ARE NOT INTERCONNECTED, AS PER NYS R514.4. SURFACE (GONG. PAD OR OTHER) W WE16HT RATING 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND SUFFICIENT TO ACCOMMODATE CROSS WEIGHT OF - - - - - - - - - J J PER GENERAL ELECTRICAL NOTES ON PAGE 6-00;2. CONDENSER. 4.SMOKE /CO DETECTORS TO MAINTAIN 5' MIN. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY 6A5 - - - - - - - - - - - - - - - - - - - - - - - - HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DPUCT5 APPLIANCE,AND AT LEAST V FROM WINDOWS/DOOR5 1 lu (3 4 OPENINC75 TO BATHROOMS w/SHOWER OR TUB. WHENEVER POSSIBLE. ) 5. INSTALL ALL AS PER MANU. 5PEC.'s HYDRONIG AIR HANDLER: 6.SMOKE DETECTOR AND CARBON MONOXIDE DETEC'•TOR O O 15 O ��¢ < IN COMPLIANCE WITH LOCAL CODE 13 I. PROVIDE (2) NEW HYDRONIG AIR HANDLER(S) BY "RHEEM" WINDOW NOTE: WITH MULTI-ZONES OR APPROVED EQUAL 2 I Z �0 .INSTALL (1) UNIT IN THE ATTIC. AND (1) IN THE BASEMENT. O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 3.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES I 13 CASEMENT, DOUBLE-HUN5,OR LIDING (AS NOTED)., ,(v 1 X P I -jlo lu INSTALL AS PER MANU.. SPEC.'S 4.INSTALLER TO PROVIDE BLOCKING, PIPING, AND I <1 \� 2.NOTE SEE DOES NOT INATION5 ICATE WINDOW H NEN EDULNDOW PROPOSED; ELECTRICAL LE. E INSTALLATION. REQUIRED FOR MOUNTING AND - - EXISTING ROOF 3. FOR SUBSTITUTIONS, SEE NOTE #q IN "6LA55 WINDOWS 5• HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER 1 PROP. DRRYER AND DO R " ON P DOWS TO HAVE STRAIGHT ARM HINGE. �oUIREMENTS OF A/C 4 HEATING SYSTEM (SEE I PROP. HRU 4.ALLCASEMENT WIN THERMOSTAT FOR ZONE DESIONATI0 ROOF 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH N) HYDRO. 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 6 NATE PROVIDE COMBO TO NEW COIL. NEW HOT AIR 6.1. FOR ALL SKYLIOH75 4 OPERABLE PANELS OF HANDLER EXRIOOF= SWINGING, SLIDING, 4 BIFOLD DOORS 6.2. WITHIN IS" OF F.F. NEW GUTTER 1 (NEW) (2) 11.875" LVL RIDGE 14 6.5. WITHIN 24" OF A DOOR SEE SPECIFICATIONS AT ELEVATION NOTES L - - J 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LAND>ING N 6.5. WITHIN TUB/SHOWER ENCLOSURES 1 Z 6.6. SEE ALSO GENERAL NOTES ON PAGE G-00:2 15 GUTTER HIGH POINT (TYP.) 1 `EXISTINGA Lu "1. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUNTD WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIIMUM Ib NEW 4"x3" ALUM. DOWNSPOUT (TYP.) EXISTING ROOF ROOF 0 (2) 2"xIO" HEADER U.O.N. v 5.WINDOW FALL PROTECTION SHALL BE PROVIDED ER 1 P' LESNY5S THAN 12.2 FORABOVE OPERABLE THAT ARE MITH OREILL THAN I�IS T5 I, INTERIOR UTILITY CHASE +A t O PROVIDE UTILITY CHASE IN INDICATED LOCATION FOR ABOVE GRADE OR THE ADJACENT SURFACE AT THE PIPING RISERS 4 DUCTWORK. C9 UJ BUILDING EXTERIOR. OL Q I w EGRESS NOTE: 1 'P � _� a IN COMPLIANCE WITH NEW YORK STATE BUILDING l �A J�' O 1 4'4?- fn CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOORS: EXISTIN6 01 ��0 Q 4 12 O J'O O O E6RE55 SHALL BE FOLLOWED: FILL INTERIOR WALLS 4 FLOORS WITH INSULATION TO PROVIDE ROOF �' 4;12 �' �` 6:12 X 6:12 A SOUND TRANSMISSION CLASS (5TC) FOR AIR-BORNE N015E OF I A-501 �/ �_- cv I -� p A-301 PROJECT: NET CLEAR OPENINO........... 5.1 S.F. NOT LE55 50 AS MEASURED IN ACCORDANCE WITH ASTM E q0. l9 EXI5TIN6 - -3 NET CLEAR HEIGHT............... 24" MINIMUM z ROOF 1 - -NEW-2"xv R:R. R.R. NET CLEAR WIDTH................. 20" MINIMUM ` - - - - - - - -0 I6-O•G - - o. X 0 (- - ® I6 O.G. - - 1 - - - - - NEW 2"x8" R.R. z BERGARA X O _ NEW 2 xb R.R. RECONSTRUCTION NEW LAUNDRY ROOM: 1U 16 w - ® Ib' o.C. - - - ��„ ^ - n O I. NEW WASH /DRY HOOK UP HIGH EFFICIENCY LAMPS: 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s NOT LESS THAN q0% OF THE PERMANENTLY INSTALLED LIGHTING Z - - - - - - - - - - - - -FIXTURES SHALL CONTAIN ONLY H16H-EFFICACY LAMPS, AS PER 3.PROVIDE HOOK 1 UPS AS REO'S PER MANU. 2020 NY5 EGG R404.1 Iq 24'-Sy2" DRYER EXHAUST NOTE: HOT WATER PIPING INSULATION: 4:I2 4:1� 14 16 565 BARLEY LANE I. DUCT SHALL TERMINATE TO EXTERIOR ROOF MECHANICAL SYSTEM I6'-7y2" CENTERED ON DOOR 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY INSULATED O AN R VALUIE OF NOT LESS THAN R-3 FOR THE T HATER PIPINe SHALL BE SOUTHOLD, NY 11971 3. DUCT OPENIN 5 AS PER MANU. FOLLOWING CONDITIONS PER 2020 NY5 EGG R403.4 4 R403.5: i I 4.DUCT SHALL BE EQUIPPED W A BACKDRAFT DAMPER I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING DRAWING TITLE: 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO FLUIDS >l05,F OR <55°F (R403.4) CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 2. PILING J" AND LARGER IN NOMINAL DIAMETER SHALL BE LIMITED TO 51N6LE LENGTHS, NOT TO 3. PIPING SERVING MORE THAN (1) DWELLING UNIT - - - - - - - - - - - - - - - - - - PROPOSED ROOF PLAN EXCEED 5 FEET AND SHALL BE LISTED AND LABELED 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE - IN ACCORDANCE WITH UL 2I55A. 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD 16 ru 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID 6. PIPING LOCATED UNDER A FLOOR SLAB T METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS 1. BURIED PIPING RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS DUCTS SHALL NOT BE CONNECTED WITH 5HEET-METAL OTHER THAN DEMAND RECIRCULATION SYSTEMS. 5GREWS "I. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRIVER LOCATION TO THE WALL OR ROOF TERMINATION. THE 26'-6" 24'-Ij/2" 15'-3y2" PAGE: MAX. LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 4QO° BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DO?ES NOT INCLUDE THE TRANSITION DUCT. A-104000 66-q NEW EXHAUST FAN SHALL BE INSTALLED WHERE O VENTILATION IS NOT MET BY MEANS OF NATURAL DATE: 04/08/26 $ OF 18 CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NYS MECH. CODE SECTIONd 405.5.2.5; INSTALL AS PER MANU. SPECS O NEW ATTIC ACCESS - PULL DOWN LADDER: FROP05ED ROOF PLAN I. MIN. 550 # CAPACITY 2.PROVIDE UNIT BY 'FAKRO' LST INSULATED ATTIC LADDER; OR APPROVED EQUAL SCALE: I/4" = I'-O" 2.1. ROUGH OPENING 22 1/2" X 31 1/2" 2.2. CEILING HEIGHT MIN. 8'-2 J";MAX. q'-2 �" h 3. ENSURE SIZED TO FIT MECH. EQUIP. THRU OPENING �17 4.1 HR FIRE RATED 5. DBL. FRAMING WHEN NEW OPENING 6.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q INSULATION ABOVE W kV. FR. (OR EO.) BAFFLE OR: RETAINER TO PREVENT INSULATION FROM ENTERING `^ DWELLING WHEN OPENED,AS PER NYS EGG R402.2-4 (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE THERMAL ENVELOPE OF BUILDING). 9. INSTALL AS PER MANU. SPEG.'s a = F 8.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS., �� ry w n `• "Fl ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "0-005" FOR NAILING 4 5TRAPPING DETAILS. SEE DOOR SCHEDULE FOR ALL GLA55 D00R5 FROM SAME MANUFACTURER d FINAL DIMENSIONS FOR FRAMING OF WINDOIW5 TO BE PROVIDED BY WINDOW MANUFACTURER Q CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOW5 W WINDOW CHART W Cu EGRESS CLEAR LIGHT VENT J ROUGH OPENING WINDOW DIMENSION OPENING pROV. PROV. N Q ;+-' TAG COUNT TYPE MODEL WIDTH REO D: 20" AMP PER UNIT PER UNIT � C WIDTH HEIGHT WIDTH HEIGHT - OPEN HREO'D 15.7 S.F. (S.F.) (S.FJ O -� O �- AT 4 DOUBLE HUNG WDH21052 5'-0 1/2" 5'-4 2'-II 15/16" 5'-4 �" 6.18 Lm II.5 6.5 L — --- - - - - O O N z O BT 2 IE DOUBLE HUNG WDH210410 3'-O V8" 5'-0 'V8" 2'-11 5/8" 5'-0 'VS" 5."14 m 10.45 5.55 d O LO G 14 DOUBLE HUNG WDH210410 3�-Ova 5'-O 'V8" 2'-II5/8" 5'-O "V8" 5.'14 10.45 5Z5 X :O O 4-' L O m C9 VT 2 AWINING A41 �F 4'-O V2" 2'-O 5/8" 4'-0" 2'-O V8" - FQ 5A 2.0 C O O Ln E I DOUBLE HUNG WDH5832 3'-10 V8" �i 5'-4 -V5" 5'-9 5/8" V-4 ?/8" - 8.6 4.8 a O 2 2 0 F I PICTURE WPW310410 5'-o V8" 5'-11 5/16" 5'-O -V8" - 20.0 [—C--T----- 1 AWNING A51 �[ 3'-O V22 2'-0 5/8" 2'-II 15/16" 2'-0 V8" - m 4.5 1.4 --]F HT 2 GLIDING 565 6'-O"� 5'-O" 5'-II 1/4" 4-II 1/4" 12.13 m 21.'7 12.1 U •- U � � m DOOR SCHEDULE DOOR MATERIAL --- -- - FIRE RATING 0) TAG DE50RIPTION MANUFACTURER Q Q 45 MIN. RATED NOTES WIDTH HEIGHT H < 5ELF-CLOSING • nV1J FIRST FLOOR 1-101 DOUBLE 5WING THERMATRU7- 6'-O" 6'-8" • �I • _1 102 SINGLE 5WIN6 JELD-WEN 2'-6" �, 6'-8" F-105 SLIDER JELD-WEN � 4'-0" 6'-8" .��1�• I� I— �F F— I 104 SINGLE 5WIN6 � JELD-WEN '-4" 6'-8"2 1 • l��_I 1o5 51NGLE 5WIN5 JELD-WEN 2'-4" b'-8" •^i 7SEN '-8LIDERlo (4 PANEL) 5 [7—L-1-sm A1 10-1 I (4 PANEL) SLIDER ANDERSEN I6'-O"F J b'-8" • ID� (4 PANEL) SLIDER i ANDERSEN 12'-O" 6'-8" i �' • loci SINGLE 5WING JELD-WEN 2'-4" 61-51, �L�'i_--� 110 SINGLE 5WIN6 JELD-WEN 2'-6"F— (01-511 Le-JIL " � I 1151NGLE SWING JELD-WEN 21.611b'-8 �_�1��J 112 I SINGLE SWING JELD-WEN 2'-8" 6'-5" �•��_I� III 113 SINGLE 5WIN6 JELD-WEN 2-8 (01-511L19 114 51NOLE SWING JELD-WEN 2-6 b-5 • I F—I I 5 DOUBLE 5WING JELD-WEN 3'-2" z 116 SINGLE 5WIN6 JELD-WEN 2'-6" 6'-8" 117 DOUBLE SWING JELD-WEN 5'-2" b'-8" ! • j�� F- 118 FSINGLE SWING JELD-WEN 7[ 2'-4" J b'-8" • ;�� 7 E01 WEN -8"DOUBLE SWING JELD-Ilci _III— �F 120 DOUBLE SWING JELD-WEN 3'-2" 6'-8" BASEMENT J I PROJECT: 001 51NGLE SWING THERMATRUBERGARA 3'-O" 8'-O" • 002 SINGLE 5WIN5 THERMATRU RECONSTRUCTION 005 SINGLE SWING JELD-WEN (2)3'-O" 8'-O" C •��--� RESERVED � � I!-- F 004 -T l 56ARLEY LANE 7-0-05 F_ 51NGLE 5WNG JELD-WEN 8'-0" E1491= SOUTHOLD, NY 11971 006 SINGLE SWING L—JELD-WEN 2'-4" 8'-O" • DRAWING TITLE: =00-1 SINGLE SWING JELD-WEN 2 4" 8'-O" •• �I F I i 005 SINGLE SWING JELD-WEN 2'-4" 8'-O" PROPOSED SCHEDULES OOci SINGLE SWING JELD-WEN 2'-6" 8'-0" PAGE: A-1.05m00 DATE: 04/08/26 9 OF 18 ✓cy ELEVATION NOTES (D TYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Q CONSTRUCTION STANDARDS Q 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION W BEFORE INSTALLATION W co ASPHALT ROOF 5HIN5LE5; COLOR TO MATCH _I Cy) IA EXISTING Q :t CV cl� C TYPICAL SIDING: O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM 0 O CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION >: O BEFORE INSTALLATION •0 CV Z O d 'co L0 ® 5" LAP SIDING; COLOR TBD BY HO. >1 -- L) CV p O O 4-+ ONEW b" SEAMLESS GUTTERS 4 DOWNSPOUTS; COLOR TO MATCH EXISTING -J CVO 4-J Lo TYPICAL 5/4"x4" 'AZEK' FOR EW: Q 0 c>3 O4 I. PROVIDE AT ALL WINDOW/DOOR5 2. PROVIDE AT ALL CORNER/FRIEZE BOARDS 5. PROVIDE J4"xb" AT FAGIA5 n , O NEW HOSE BIB W q NEW AIC CONDENSER - \� NEW A/C CONDENSER ON GONG. PAD OR OTHER APPROVED GROUND SURFACE (SEE FLOOR-�O ---- _---_ --- ---- - 4= ----- -- --- - - -- - PLAN NOTES) I IA O8 EXIST. ELEC. METER TO REMAIN _J__j 3 T • ONEW DRYER VENT: 4 O �, O O q 5EE NOTE ® PLAN AT fAT E AT AT �" U NEW MEGHANIGAL UNIT DIRECT VENT: c 4 Io INSTALL MECHANICAL UNIT DIRECT VENT AS PER MP'�NU. LA GT O 5PEG.'S IN FULL CONFORMANCE W VENTING ' 4 0) CLEARANCES REQUIRED PER NY5 MG 504. SEE AL50 NOTE ® FLOOR PLANS. E� 1 NEN G • II MECHANICAL UN PERSSH AIR INTAKE: INSTALL AS PER MA O --- -- ---.---- - -- O F.F. ---- ---- W F.F.—= 12 NEW CONCRETE DECK $ STAIRS - r NEW BATHROOM EXHAUST FAN VENT: N : 13 LOCATE VENT WITHIN ROOF SOFFIT. SEE ALSO NOTE ® PLAN. 14 NEW BASEMENT WINDOW $ WINDOW WELL L L Ib Ib IS I5 NEW BASEMENT EXTERIOR STAIRS Ib NEW WIRE RAILING W/ WOOD HANDRAILS 8 POST EAST ELEVATION (FRONT) z W U W F- a 0 q Is PROJECT: BERGARA RECONSTRUCTION - - ------( IA 3 565 BARLEY LANE i DT 2 SOUTHOLD, NY 11971 4 E 4 DRAWING TITLE: ill O 0 4 PROPOSED EXTERIOR ELEVATIONS 2 PAGE: n • . . HT A-20100 Ib 12 III 12 III III III 14 b b I6 DATE: 04/08/26 10 OF 18 50ALE: 1/4" = I'-O° ,^/ a`� , ELEVATION NOTES OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Q CONSTRUCTION STANDARDS 0 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION uj BEFORE INSTALLATION J co IA ASPHALT ROOF 5HINOLE5; COLOR TO MATCH Q _ N EXISTING 11� C u') TYPICAL SIDING: O � b� O 1. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION O BEFORE INSTALLATION O O N z Q 2� 8" LAP SIDING; COLOR TED BY HO. u X (V O Q O 4-+ CO NEW 6" SEAMLESS GUTTERS 8 DOWNSPOUTS; COILOR O m + ' TO MATCH EX15TINO q C N Q ccLo TYPICAL 5/4"x4" 'AZEK' (OR EW: _ Q O a O O4 I. PROVIDE AT ALL WINDOKVOORS - - — — - - ---- - --- - -- -- - — - -- — -- - -- =-- -- - 2. PROVIDE AT ALL CORNER/FRIEZE BOARDS - 5. PROVIDE J"xb" AT FAGIAS 5 NEW HOSE BIB — Ir O -- I• -- _-- -._-_ _-- - - -- -.- -_ _ Ob (2) NEW A/G CONDENSER --- -- --------- ----- ----- 3 3 -- -- ---NEW A/C CONDENSER ON GONG. PAD OR OTHER T O-� APPROVED GROUND SURFACE (SEE FLOOR 2 PLAN NOTES) 2 4 = ( O8 EXI5T. ELEC. METER TO REMAIN 4 a V/ M ' W G O O - G C `' • O 4 � - NEW DRYER VENT: --'_-__ --- -- _ O O SEE NOTE ® PLAN NEW MECHANICAL UNIT DIRECT VENT: F.F. F.F. U 10 INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. 5PEC.'5 IN FULL CONFORMANCE W VENTING CLEARANCES REQUIRED PER NYS MG 504. Ib SEE ALSO NOTE ® FLOOR PLANS. r- 4 NEW MECHANICAL UNIT FRESH AIR INTAKE: c a ---- v J II INSTALL AS PER MANU. SPEC.'S p W cl 12 NEW CONCRETE DECK 4 STAIRS 12 12 16 5 14 15 NEW BATHROOM EXHAUST FAN VENT: 13 LOCATE VENT WITHIN ROOF SOFFIT. SEE ALSO NOTE ® PLAN. I4 NEW BASEMENT WINDOW $ WINDOW WELL 15 NEW BASEMENT EXTERIOR STAIRS NF-5T ELEVATION (REAR) ONEW WIRE RAILING W/ WOOD HANDRAILS 4 Ib P05T 50ALE: 1/4" = P-O" z W O C) LI.I H Q 13 PROJECT: BERGARA RECONSTRUCTION i I ET) � — - 565 BAR LEY LAN E SOUTHOLD NY 11971 2 4 4 o DRAWING TITLE: O G G G G 4 � PROPOSED EXTERIOR ELEVATIONS O 12„ O F.F. MIN. 12" MIN. PAGE: HT II 10 A-202mOO DATE: 04/08/26 11 OF 18 SOUTH ELEVATION (LEFT SIDE) (or 5GALE: 1/4" = 1'-0" co BUILDING SECTION NOTES NEW ROOFING NOTE (TYP.): OI I. INSTALL NEW ASPHALT ROOF 5HINOLE5. 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UIP TO a 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS Q 5.INSTALL (1) LAYER OF 15# BUILDING FELT UNDERLAYMENT 0(OR EQUAL) FOR PITCHES OVER 4:12, AND (2) LA'YER5 W FOR PITCHES FROM 2:12 TO 4:12, OVER Lu 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) J CD 5. GAP SHINGLE OVER RIDGE 3 HIPS (A5 REOV) Cy) 6.PROVIDE RIDGE VENT(AS REG'D) Q :t CV -I. FLASH ALL VALLEYS li c Ln S.INSTALL DRIP EDGE AS REOV b7 9. INSTALL ALL AS PER MANU. SPEG.'s O O TYPICAL ROOF 8 GE I L I NG CONSTRUCTION: 'i � >: (9 • NEW ROOFING AS NOTED • 1/2" GDX PLYWD SHEATHING (BLOGKIN6 ® ALL PILYWD O O CV 0 a- Lf) 5EAM5) Ca r- • R.R., G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER EXIST. RIDGE HEIGHT ------- 8' INSTALL "X" BRIDCIN6 ® CENTER OF SPAN, U.O.N) ELEV. +15.0' c 2: x = CV I • PROVIDE R-4LI BATT INSULATION Z (.0• PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES ��,�(Z P\'p`NS �X�Sl R.R qS NEW RIDGE O 0 � .O � NEW EXTERIOR WALL CONSTRUCTION (TYP): ��C\5�'�R p�R p�gNs a O a O3 • HOUSE MEMBRANE (SEE 51DIN6 NOTE FOR SPEC.'S) UPON • 1/2" GDX PLYWD. SHEATHING (BLOGKIN6 ® ALL P'LYWD SEAMS) UPON u PROP • 2"xb" STUDS ® I&" O.G. W DBL. TOP PLATE . LIVING N Z =2'-O" n 1 • MIN. R-51.5 SPRAY FOAM INSULATION X VJ DINING ROOM • 5/5" GYPSUM BD. WALL FINISH SPACE H 4 NEW SIDING NOTE (TYP): N I m I. INSTALL NEW VINYL 51DIN6 AS PER ELEVATIONS (UPON { X O 2."TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPOM 5.EXTERIOR WALL CONSTRUCTION AS NOTED 5EPAIRATELY _ 4.INSTALL ALL AS PER MANU. SPEG.'s 5. PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 6.SIDING SHALL EXTEND TO TOP OF FOUNDATION WIALL EXIST. FIRST FINISHED FLOOR 4 5A n , O5 TYPICAL FLOOR CONSTRUCTION: ELEV. +5.0' W I. FINISH FLOORING TO SELECT -- - 4-J 2. 5/4" T46 GDX PLYWD. SUBFLOOR GLUED d SCREWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INNSTALL / /`/ / EXIST. F.J. AS PER PLANS ,, ■ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \//\// 'x' BRACE ® MIDSPAN /\ \ \ \ \ \ \ \ \ \ \ \ \ \ \\/ // // // // // // // // // // // // // // // // // �/ // / / / / / 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/�\/\\/ /.\//.\//.\//\ FLOOR AND BASEMENT) \/\ \ \/\ BASELINE (AVERAGE GRADE)----_ //\\//\\//\\//\\ \\��\\/\\/\\/\\/\\/�\\/�\\/�\\//\\//\\//\\//\\//� //\ -cv 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM J015T5 \ \ \ /�COMPACTED ELEV. +0.0 %\//\//\//\//\ PROP. COMPACTED FILLFILL Sp' NEW WOOD FLOOR: / / \% O \ \ l� /\/\/\/\/\ .� I. NEW WOOD FLOOR;COLOR AND 51ZE TBID BY H.0). /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \/\\/\\/\\/\\/\\/ 6 \\ \\ \\ \\ \\ \\ ' m // // // // // // // / \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\/\\/ NEW TILE FLOOR: /\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\//\\\//\\�/\\\/\\\ ROPMECR L. W SB 1. NEW TILE FINISH (H.O. TO SELECT) UPON Q RECREATIONAL Q 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON SPACE Ito-M 5.NEW " DUROCK CEMENTBOARD (OR EQUAL) UPONI 5A r 4.NEW T46 PLYWOOD SUBFLOOR BASEMENT FINISHED FLOOR s • • -' O s N3 z NEW BASEMENT INTERIOR WALL FRAMING: ELEV. --7.1' 2 ------ - - - - - - - - - - - - - - - 0 6 • "x4" P.T. STUD WALL 16" O.G. °I IL - • R-Iq SPRAY FOAM INSULATION W/MOISTER BARRIER • " GYPSUM WALL BOARD FINISH OTYPICAL BATHROOM NOTE: I. WALL BOARD I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ALL BATHROOMS SECTION I -I/A-5O 1 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND TUB SURROUND5 2. 5HOWER FLOORS 2.1. NEW TILE FIN15H (H.O. TO SELECT) UPON SCALE: 1/4" 2.2. CONCRETE MUD-SET(SLOPE I/8" PER Foor TOWARDS DRAIN) UPON 2.5. WATER PROOF MEMBRANE TO COVER SHOWER FLOOR, WRAP DRAIN b ATLEA5T IS" UP W#LLS 5. BATHROOM WALLS 5.1. PROVIDE TILE FINISH AT BATHROOM WALLS LOCATION TBD N I- Z w O V I CONNECTION 'A' A5 CONNECTION 'A' AS PER PAGE 6-005 PER PACE 6-005 NEW RIDGE NEW RIDGE 0 r 12 CONNECTION 'A' AS PER PACE _/ r �, 12 4 \ R N S pRop R.R 1,4 1 NEW R DOE 6-003 PROJECT: l5 p�,rkN \�_ CONNECTION 'BI' AS CONNECTION ' ' PER PASS 0 OIO5 S _ i�P 9L• 2 �R��°L,gM PER PAGE 6-005 PAN �OA� 1 mop �� 2 FR pL g NEW R.R. TO T.P. S FR S NEW R.R. TO T.P. �� _ry . R� 12 B E R G A RA 2 ��6 PER 6_ ' RECONSTRUCTION � lg CONNECTION BI AS �R\ NEW R.R. T.F. I'-O" C _ 2'-0" - P fz�P p�q� 3 = = PROF. 3 0 0 � 0. BEDROOM II' -0 O.H. TO MATCH EXISTING 565 BARLEY LANE 4 I'' PRO> oo o a o 0 0 SOUTHOLD NY 11971 . KITCHEN °0 F- i ►- °E 4 - - ;n �° s a PROP. - t� CONNECTION 'DI' A5 e p r- r CONNECTION 'DI' AS 0. : BEDROOM PER PAGE 6-005 O DRAWING TITLE: 5A 5 5A 5 PER PAGE 6-005 H ° FLooR nss ASSEMBLY 11 FLOOR A SEMBLY BUILDING SECTIONS PROP. F.J. AS PER PLANS c�yJ ?s /'\ / \,/'/ / / �/ / '\ / \ �/ '\ '/ �/ '/ �/ \ /'�/ / \ �/ �� \ PROP. F.J. AS PER PLANS 5A 5 ..\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ i PROP. F.J. AS PER PLANS i b \/\/\/\/\ \i\/\i\i\i\i\/\/\i\i\/\i\/\/\i\i\/\i\/\/ 6� \ \ \ \ \ \ PROP. COMPACTED FILL //\// \/\/\/ //\\//\\//\\//\\//\\//\y/\y/\\>/\\,/\\� PAGE: �� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\/ PROP. - PROF. PROP. THEATER \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\. BATHROOM Q BEDROOM A-30loOO DATE: 4 08 26 0 - - / / 12 OF18 ♦ a e - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEOTION 2-2/A-501I SEOTION 5-5/A-50I • F� ( q M SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" PROVIDE BEAM SPLICE CENTERED ABOVE COL. d WHEN NOTED ON PLANS Q �- (4) 3/8" H.D.G. LAG LWu BOLTS (PREDRILLED) J M 774 - - - - - - - - \� — - - - - - - - Q 4-1 (V o i - - - - - - - - �— - — - — - - - - : m O \ / O \\ // 'J } — — — — — 1 — z �: — — O c N O 3/8 THK. STL. K I 5/8" THK. H.D. v r--t /Q GALV. PL. X (V I�4 0 O O 4- L p co � GAP PLATE 'A' Lo c o (j c I Q .- a 2: O FOR CONNECTION OF STL. COL. TO (2) I-5/4" WIDE LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER OR 5.5" WIDE PSL ° PROVIDE BEAM SPLICE CENTERED ABOVE COL. 8 (4) 3/8" H.D.G. LAG WHEN NOTED ON PLANS BOLTS (PREDRILLED) '�� I. CREATE WINDOW OPENING 2. APPLY 11'4ATER-RE515TIVE BARRIER; 5. APPLY SILL FLA5HIN6 AND 4. INSTALL WINDOW AND APPLY 5. APPLY HEAD FLASHING b. FOLD WATER-RESISTIVE BARRIER GUT MODIFIED AND WRAP AROUND SILL WINDOW SEALANT JAMB FLASHING DOWN AND TAPE OVER GUTS m AND SIDES OF WINDOW OPENING i I �J W 3/8" THK— I - - -- -- — — — — U NATER-RESISTIVE BARRIER NI Nr 0)ON PLASM I NO (EXTERIOR DOORS FROM Nl Nr7)0N MANUFACTURER) 5TL. PL. ��" �4i� 3/8" THK. H.D. �— GALV. PL. _ A-401.00 SCALE: NT5 GAP PLANE 'B' FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE DIMENSIONAL LUMBER OR 5.25" WIDE PSL 2-O LAP (TYP) PROVIDE BEAM SPLICE 8" —————————— -—- --—�� CENTERED ABOVE COL. (4) 5/8" H.D.G. LAG WHEN NOTED ON PLANS BOLTS (PREDRILLED) r— ______ ---- _-----_-- SECURE HANDRAIL TO WALL ON AT LEAST ONE HEADER AS SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/ MANU. 5PEG.'s; PLANS AND NOT PROJECTING MORE THAN 4Y2" INTO ____ ----_- STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT —-P -T lf) I PITCHED METAL J015T HANGER BY '51MPSON' OR EQUAL #5 REBAR (TYP) fL I I \_ FINISHED FLOOR I I I — _ — 'REBAR (TYP) � I � _ #5 BENT I I I 3/8" THK. � � I i I I STL. PL. �.4 3/8 THK. H.D. ^1 II I I GALV. PL. IY2" MIN. SPACE BETWEEN ' WALL AND HANDRAIL GAP PLANE 'G FOR CONNECTION OF STL. COL. TO (5) I-5/4" WIDE LVL 5/4" PINE RISER \ 1 i I LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL LUMBER OR 5.25" WIDE PSL, AS WELL AS _ s/4" PINE TREAD STD-4NDA�RDS FOR CRIPP,hBLE HAND RAIL I LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER SCALE: NTS 10" GROSS SECTION MIN. ?a HANDRAIL CORNER CONNECTION I ROUNDED Nos1NG lz CLEARANCE CIRCULAR NON-CIRCULAR w \ Z w/Y4' RADIUS < ,\ (NOT INCLUDED IN loolp TREAD DIMENSION) 81f \ 4"-6y " / - U 4 _ PERT- \ �4" #5 REBAR (TYP) 2'-O" LAP �� METER \ MAX. (TYP.) 2 " o 4 tu v w \ \ \ / I Ir-------------- 3-I/2" O.D. SGH. 40 HOT \ _ JU ——————— -- ———————— DIP OALV. STL. COL. (A TM A123) AS PER PROJECT: PLAN WELDED TO PL. ------ 8"xa"x3/ (3) 2"xtl2" STRINGERS ® w/R-21 ' \ \ / --------- - / ----- --- ---1L-- a" THK. BERGARA INSULATION, IiF UNDERSIDE IS PAGING STL. BASE PL. 5TORAk6E/NON-HA5ITAL SPACE '\ - \ \ \ \ I� III II \ a I I 1i \ 0 (4) 1/2" HOOKED ANCHOR RECONSTRUCTION d-� BOLTS EMBEDDED INTO II II 1 #5 BENT Y 2" GYP. BD. -- O I I I REBAR (TYP) FOOTING MIN. 4" w/ STORAO E UNDER END END NUT SETUP SHER � 565 BARLEY LANE (WHEN APPL I GALBE) SOUTHOLD, NY 11971 BASE PLATE 'A' ® I I I DRAWING TITLE: TREATED 2"xl2" SILL FOR CONTACT I w/ GONG. (IF APPLICABLE) \ 4 STL COLUMN CAP BASS PLATE DATA I LS DESIGN DETAILS FIN 1 SHED FLOOR 'T' GONNEGTI ON A-401. SCALE: 5" = I'-0" REBAR OVERLAP DF-TA I L PAGE: A-401.00 SCALE: 3/4" = I'-O" A-40moLmOO 2 INTERIOR V400D STAIR DETA I L A-401.00 SCALE: 5/4" = I'-O" DATE: 04/08/26 13 OF 18 i Vf PROVIDE 3" (MIN) GONG. COVER OF ALL REBAR WITHIN P. GONG. a- FOUND. WALL5 4 P. GONG. FTG'5. PROVIDE 5TRAPPING 4 NAILING Q AS PER CONNECTION 'D' IN TYPICAL NAILING/STRAPPING Lu PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, Lu BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" (c PER ENERGY TABLE ON PAGE 0-003 ® EA. STUD. HORIZONTAL REINFORCEMENT OF FOUNDATION WALLS M (WHEN APPLICABLE) PROVIDE STEPPED FOUNDATION WALL5 6-0" OR GREATER IN HEIGHT WITH Q +� N ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS: W FLOOR SYSTEM AS NEW (2) 2"x6" P.T. SILL PLATES i'I FLOOR SYSTEM AS .O 0 NOTED ON PLAN NEW #4 CONT. HOR. REBAR ��; #4 REBAR ® BOTTOM, MIDDLE, 4 TOP OF WALL (3 TOTAL) O NOTED ON PLAN UPON SILL SEAL UPON COPPER ® TOP 4 BOTTOM OF >g'; #4 REBAR ® BOTTOM, MIDDLE THIRDS, 4 TOP OF WALL (4 TOTAL) TERMITE SHIELD NEW STL. GAP PL. 'A', 'B', FOUND WALL (2 TO OR IV (PER BEAM CONFI6J FLOOR WOOD BEAM NEW P. GONG. FOUND. ' NEW 5/8"O HOOKED ANCHOR WELDED TO COL.;SEE GAP AS NOTED ON PLAN WALL (MIN, 4,000 PSI) 0 O N Z 0 ^I ,� BOLTS 0 501" O.G. w/3" 5QUARE FL. DETAILS NEW 3-I/2" OR 5-I/2" (A5 0- °� ,[ .� NEW #4 VERT. WASHER 4 ENDNUT NOTED ON PLAN) O.D. � �• U NEW BASE PLATE 'A' SGH 40 HOT DIP GALV. EXIST. FOUND. WALL G X � N REBAR ® 48" O.G. O 0 O a--+ 1 ° a f \ WELDED TO COL.;SEE STL. COL. (ASTM AI23) 0 z BASE PL. DETAILS FOR ° e - _c 0 m r _ AS PER FOUND. PLAN BY •e. . d ° a • 4 ° e d ° I� BOLTING SINS STEEL (OR EQUAL) e :$ , • ° e •.• ° °' . ° a--r N 4-1 Lo NEW #5 HOR. REBAR n ' ° °°.' .. .d < . ° n , ° O CB SPACED VERTICALLY == 1______________ _ -- ---- - ----. ------------ ------_ __- O O I° PROVIDE GOLD JOINT 12" O.G.;DRILL 4 PIN ♦d' gII° y ° �_ Y — ° —� a ♦d e Q r - II AT GONG. SEAMS (TYP) NEW 4 THK. P. 4" INTO EXIST. FOUND. ° 11 ° "' ♦ alI a °d ^ e °° ° d ° e ,. .° - GRADE II WALL U51NO QUIKRETE °. II •. d ° ° . 11 II 1 GONG. SLAB °: " e _ .. ° HIGH-STRENGTH c— °� ° . ♦ ° I all a °°. ° _ .. v °, a '..a e ed < d • I I °° e 1I 'ea GRADE ° ai ° a ANCHORING (OR - _-ae- II . a ° e 1 a. a II 4 . ° ° a II .a . . ° it ' °d. ^ ` II ° '• ��Jj •.LLB ° . EQUAL) ° • II 4 .. e:° d .° _ 11 G°a' `nG i ° 4. °' W °a'I 1 ° Qf ° ° 4 •.. I I .° a'� .e I I. .. ° ° • a I I. .. . a II ° ,° ° d e° de °.. <.n a '.•d ♦a II°• .. ve ° _ °. :d I °Q a. A. ° J` 1 _ II 811 — 4" GRAVEL BASE - NEW (2) #5 HOR. - -- .I'" a II d ° e ° ° JI }I'. . °a ♦ _ ° 14 . II ° 3 I 3 REBAR UPON (2) #5411 a ° II ° a. e ° A• °: d I11 °I n d'a II O IP' 70 HOR. REBAR (4 TOTAL) MIN. . II'd ° °• ` e .°tl° II a a 11 a Ilq .°:'°''d'' ° 4- II NEW 18"xI5"xl2" DEEP �.- ------ ------ II ----�_ #4 HOOKED VERT. ,I, i� P. GONG. PAD FTC. II a '. °. a "„ II .___--- =II .- -a- -=< -as-- '�1====---- -- fn U REBAR ® 48 O.G. 1 I ' d _ COMPACTED FILL =_ _____ _ I 1 ♦ a # y II (MIN. 4p00 PSI) _ •' d A. III .' A. 1I < II° !] ° •a a ° ,J B11I1'I' ...d ill ° ° 4F__a_—_°—•_`__`�•_�'____ II d � ° b ° ° ASPHALTIC DAMP " 'e.11 I —X— d °II e :. ♦ fO 11 : .d PROOFING TO EXTERIOR II e II ° II JIIf ° • I I 1 NEW #5 HOR. REBAR I I d .I - �1° _ ° ' °`F=a=- -_� III a °" Y.I.F. NUMBER OF STEPS REQUIRED it. Ll s (3 TOTAL) - DRILL 4 d ° ° II fl ° Up'. PIN 6" INTO EXIST. 'II 11 -- 1111 - PROVIDE 3" (MIN.) GONG. COVER ° 11.. — 71n ° - 1=^= I� = a-a=-� dJ FOUND. WALBLS 4 PITGIONG F�GS. FT6. USING QUIKRETE �_____ - Or- ALL- HIGH-STRENGTH °II a' IA. I ° a ANCHORING EPDXY c= ____� < I I • II (OR EQUAL) a a. ° d II11 ° a ° ° --__+ 11• • P. GONG. FOUND. WALL °' II Z / {�� ° ° II °° ' e d '< HOOKED BENEATH HORIZ. REBAR (MIN. 4,000 PSI) 9� -_�_ �J STEEL. OOL.UMN 4 FOOT I NO DETA I � �---- _ -�__ • NEW #4 BENT VERT. REBAR ® I6" O.G. --a- 1111 11 ° ^,,, e I A-402.0 II I II 6" 8dII11 °d e •II a " SCALE: 3/4 = I -O NEW I6" WIDE x 8 DEEP. P. GONG. _��----___`U u STEPPED FT6. (MIN. 4,000 FBI) Q jh q" NEW #5 HOR. REBAR (3 TOTAL) #4 HOR. CONT. REBAR ® .'° 3" MIN. TOP, MIDDLE THIRDS, 4 11 . ' NOTE: BOTTOM OF WALL (4 TOTAL) li° I. IF FINISH MASONRY USED (SUCH AS MIN. 114 . BLUESTONE) - MASON TO ADJUST EXIST. FT6. ,I a — HGHT OF LANDING AS REQ'D TO 4" P.GONG.SLAB ACCOUNT FOR FINISH MASONRY w/bxb I0/10 MM P. GONG. CONT. FT6. II I UPON COMPACTED (MIN. 4,000 PSI) "° I� .g ( — 2. ALL HORZ.SURFACES SHALL BE PITCHED (TYP.) FILL (5) #5 HOR. CONT. REBAR II m 1148 AWAY FROM BUILDING 4" P. GONG. SLAB I I ° S. FOR SLABS ABUTTIN6 FRAMING,INSTALL I a COPPER FLASHING FROM 12" ABOVE AND REBAR BENT NN • -_= a - ADJACENT TO SLAB, BED ALL FLASHING SLAB AS SHOWN � -=--_- -- - _ STEFFF_D FOUiNDATI ON DETAIL. a • '° ♦ ,< v°' °. '�. ° IN ASPHALTIC MASTIC ° y�° \ \/\\/ Z \ \ \ A-402.0 SCALE: 3/4 I O IC 6 MIL POLY_ _ MOISTURE RETARDER 1 4" GRAVEL BASE_. 311 ( I 3" STEP; GEVR ® ENDSx PROV. GLEAN COMPACT FILL NOTE: \/\\/\\ \\/\\/\\/\\/\\/\\/\\/ 1. IF FINISH MA50NRY USED (SUCH AS 10" ° �G °/\ \ \/\ N//�//�/�//\//\// BLUESTONE) - MASON TO ADJUST MIN. a° � \\\\\\\\\/ �GOMPAGTED /\\/\\/\\/ HGHT OF LANDING AS REO'D TO FILL /\/\/\/ ACCOUNT FOR FINISH MASONRY /\\/\\/ /\\/\\/\\/ 2. ALL HORZ. SURFACES SHALL BE PITCHED OUNDT I ON V�IL.L. DT I L. " " r \ \O.G. (MIN. 3) \/\ //\// // m 1 4b AWAY FROM BUILDING 2 x4 KEYWAY a /1 ° \ \ \ \ \ \ \ \ \ ii�� 5. FOR SLABS ABUTTING FRAMING, INSTALL A-402.0 •° ° ° ° y�i�� / // COPPER FLASHING FROM 12" ABOVE AND SCALE: 5/4" = I'-O" a ;� \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 4' \ / ADJACENT TO SLAB, BED ALL FLASHING GRADE ^iii�` � IN ASPHALTIC MASTIC #4 REBAR CONT. /\\% \/ \\/\\/\\/\\/\\/ NOTE: \/\\/\\/ 4" P.GONG.SLAB / � / / / / / / / / / / w/bxb 10/10 WWM 0 IO" O.G. (MIN. 3) I \\/\\/\\.b ALL P. GONG. \/\\/\\/ STAIR DRAINAGE CALCULATIONS: I UPON COMPACTED Q \/\/\/\/\/\/ SHALL BE /\/\/ STAIR WIDTH = 3'-O" (TYP) FILL 2 (1) #4 REBAR CONT. la a //\// ��\//\//\//\//\//\//\/ 4,000 PSI (MIN.) \//\//\// / /\\/\\/\\/\\/ \/\\/\\/ PROPOSED NEW AREA= 30.5 S.F. GRADE Z #5 BENT REBAR ® 12" O.G. \ //\ //\//\// 30.5 5 . Ft. X O.I"I= 5.14 REBAR BENT TO a - w I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ q ! ~ tJl ~ z (U #4 REBAR GONT. �I \//\//\//\//\//\//\//\//\//\//\//\//\//\//\// 5.19/3.1= I.-f VERT. FT. OF 2' PIA RING REQ. SLAB AS SHOWN ° - ==-- ---e _ II° \\/\\/\\/\\/\\/\\/\\/\\/\\ PROVIDE (I) 2' DIA. X 2'-O" DEEP STORM O \ \ \ \ \ \ \ \ WATER LEACHING SYSTEM //\//\//\// v 2 J 8 THK. P. GONG. WALL I \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ a \ \\/\\/\\/\\ _ z O < —1 m ib" WIDE x 12" DEEP I //////////////////////////////////////////////// /� / /�./ / J 1I° e \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ i' 6�\ I'-611 - U- O < P. GONG. FT6. JI \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ (1) #4 REBAR ® EA. �i° ° / \// NEW P. GONG. FOUND. cJl c J // // // // // // // // // //\//\//\//\//\//\// II 'S \/\• \/\ W 4, m (2) #5 HOR. REBAR ° �\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\ \\ \\ \\ \\ STEP;3 GVR ® ENDS �-p% a • /\\/\\/\\/\\/\\/\\/\\/ w NALL (MIN. 4,000PSI) �- 1L . _.°' // // // // // // // // // // // // // // // // / / \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ \/\ J IUD < Q �3" a 3 \ \\ \\ \\ \\ \\ \\ \\ \\ \\ EXIST. FOUND. WALL v 1L ~ LANDING IOII ��% va/\ \/\/ PROJECT: (X O _ MIN. a ° �i, j j \�// COMP LLD %\ /\\%/ Z 0 0 o a o -7EXTERIOR MSONY STAIR DT I L. m ° ,,A� \\� \g/4\RE/BA/R\®�O /\\//\\///\\//\\//\\/ z o 1 z o �, A-402.0 SCALE: 5/4" = 1'-0'I , /, /, /, /, /, /, /, /, B E R G A RA NEW #5 HOR. REBAR 4" P.GONG. SLAB w/ 2 x4 r- ° \\ \\ \\O.G. (MIN. 5) �D b"xb"-10/10 W.W.M. KEYWAY a,�ii Q UPON COMPACTED FILL •• , ° ° �, , /, /, /, /, /, /, /, // /, /, /, /, /, ,' o RECONSTRUCTION SPACED VERTICALLY z J 4" DRAIN CONNECTED uiW ° a \/\ \/ \/\/\/\/ o 12 O.G.; DRILL I$ PIN I i O - d J PLACED BELOW PAD ;��' `� //\ \//\ \// \// 4 INTO EXIST. FOUND. I I tL z Q p o„ \ c �i\\ \\ \\ \\ \\ \\ \ \ \ WALL US I NO QU KRETE u- O Q PROVIDE V-O" HIGH HANDRAI L5 AT 3-6 GUARDRAIL ___ _____ ________._ J \/\/� /\/\/\/\/\/\ ALL P. GONG. \/\/\/ II O Z N I STAIRS w/FOUR OR MORE RISERS (3'-O" MIN. PER CODE) 91 \\ \\ /\\ \\ \\ \\ \\ \\ SHALL BE \\ \\ 565 BARLEY LANE / \' e / / / / / / SOUTHOLD, NY11971 11 //\// yP`\//\//\//\//\//\//\/ 4,000 PSI (MIN.) \ \ \// H I GH-STRENGTH �_ ____� 1 I O #4 REBAR CONT. ® 10 O.G. (MIN. 3) I I ° \ \ \ \ \ \ \ \ \ \ \ (MAY OMIT GUARDRAIL FOR ANCHORING (OR II z - O 7- DECKS <30" ABOVE GRADE \ \ \ \ \ \ \ \ \ \ \ EQUAL) I I U 1 2 O O PRE-FAB. RAILING w/ REQUIREMENTS 1' / // // // // // // II Q AS PER PLAN. RAIL SHALL HAVE (1) #4 REBAR CONT. 91 \\ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ W Z 111 � � 1I \ \ \ \ \ \ \//\ \ \ \ \ \ \ \ \ \// II v O O CAPACITY TO RESIST 200 LBS OF #5 BENT REBAR ® 12 O.G. /\/\ II o o m m LATERAL LOAD. MATERIALS SHALL \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ DRAWING TITLE: 1L BE ONE OF THE FOLLOWING: HOT. II: \ \ \/j\ \//\/j\/j\/j\/j\/j\/j\/j\/j\/j\/j\/j IL Q DIPPED 6ALV., EPDXY PAINTED STL., 8 THK. P. GONG. WALL w 7— ILL ly EPDXY PAINTED WROUGHT IRON. // // // // // // // // // // // // // // // // DESIGN DETAILS BEND REBAR (I) #4 REBAR CONT. O Q •0 ATTACHMENT AS J I °• /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/" PER RAIL MANU. IS WIDE x 12 DEEP 4 MIN. I I � 'J m m TO SLAB c� \/\/\/\/\/\/\/\/\/\/\ I I Q N Q \/\/ \/ \/\/ \/\/\/\/\/ I I W Z �t rt NOTE: in° \ \\//\ \ \\// �//��/\\/�� //\\//�// P GONG. FTC. ° -• Z Q #k # ALL P. GONG. SHALL 4"P.GONG.SLAB w/ — f _� b"xb"-10/10 W.W.M.UPON „ ° „ N 5 !Z BE 4,000 PSI (MIN) I�--�---- - COMPACTED FILL (2) #5 HOR. REBAR 3 3 4 I I O Q _.. (I) #4 REBAR • .11 \\ \\/ PAGE: IL 4 CONT. ® TOP II° ° II #5 REBAR ® 56" O.G, j/�\/j\/ I Q EXTERIOR MASONRNr STAIR DETAIL. A-402mOO GRADE II e \//�//\\/ COMPACTED -402 0 SCALE: 3/4" = 1'-O° FILL NEW #5 HOR. REBAR II 5" THK. P. (3 TOTAL) - DRILL I$ ii GONG. WALL I1I1 \\/\\/ DATE: 04/08/26 14 OF 18 PIN 6" INTO EXIST. II11 • w/\//\ #5 BENT REBAR FTC. USING aUIKRETE II II ® 36 O.G. HIGH-STRENGTH III \\ \\ (1) #4 REBAR ° N�/\/ ANCHORI NO EPDXY =_ =____= I 1 CONT. ® BOTTOM I1 I I (OR EQUAL) 11 j j i 1�I \/\ II — 15" WIDE x 12 DEEP I P. GONG. FT6. II /\\ 61I II11 J ° REBAR °°. • �•° �:� m MIN. EXIST. FTO. ,��,'z.�,, xup. : FOUND. NAL.L. F I NN I NO DtETAIL 8 EXTERIOR MASONRY DEOK DETAIL. ,4-402.0 SCALE: I" = I'-O'I A-402.0 SCALE: 5/4" = 1'-0" 0E I ERAL 5 I I " 150L E I : _ EXI5TING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q EXI5TINO TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lu W LLJ cc STL. WHEN APPLICABLE) J M NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL LO WOOD FRAME (L.G. STL. El POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x(b" STRUCTURAL CT POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5%. p O N z 0 WHEN APPLICABLE) d '� Ln d. 2 X N O O O 4 ' 0 4-1 4-1 � c N O co Q a: O W 70 (v • — . PROP. — — — - - - — — — — — o. a U a - - - - - - - - - - - - - - - - - - - - - •� N v PROPOSED / 0 BEDROOM m ry N 231 SQ.PT. ® NEW 2"xIV F.J. 515TER JOISTS UNDER KITCHEN ABOVE � a I PROP. THEATER - - - - - - - - - - RO 2�2 SQ.FT. r 45�T. 2 2"XIO" BEARING WALL (2 "XIO" HDR < - - - - - - - - - - - - - - I I- - - - - - - � I N O O x z II L — — — — — — — — — — — � FLUSH (2) 2"x12" - - L -1 2 q.5" L1/L GIRDER I_TTl - - � F— — — — — — — II I I � 11 Lu W r-L _ I I I III I o IL PROP. RECREATIL SPAdEI I iV V u I I V a55 SOFT. x O a * N EXIST. i'S° GLG. HOT. I I I I - - - - -I - �= N NEW Ll-O GLG. HGT ,_ ryQ � ® I I I o x ® w II I �;� _ I a lu L — — — _LF- = m — I PROJECT: �] BERGARA s' �,---; — RECONSTRUCTION - - - - - - - - - - - - - - I I I - 54 S.F. / EXIST. )DROPPED61RDER'I4 �/ \ COLUMNS ��JJJ 565 BARLEY LANE Fl- � ' SOUTHOLD, NY 11971 r II - - - - - - - - - - - - - - - - - - - I I- - - - - - - - - - -- ' DRAWING TITLE: PROP. MUCH. RM. J -j _ _ _ _ _ _ _ _ _ 183 SQ.FT. Q = PROPOSED STRUCTURAL PLAN x ° L - - � I - - - -t- - - - - - - - - - - - - - lu -/--\� IG/--\�1 - - - - - - - . A - 'r - - - - - - - - J PAGE: - - - - - S-101000 DATE: 04/08/26 15 OF 18 fi RCFOSEI�) FOUNIDATION STi;;ZUGTURAL FLAN SCALE: 1/4" = 1'-0" (�' P. i or Nr` �, <f,,. 0ENE AL SN-�50L= E)o" : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT toL WOOD FRAME (L.G. 5TL. Q � W� EXISTING TO REMAIN HEN APPLICABLE) 0 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J STL. WHEN APPLICABLE) co MIN. (2) 2" "x4 STRUCTURAL IX '~ fV NEW I-HR FIRE RATED Q II IX IUD WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS 00 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL CT POST FOR 6" WALLS), U.O.N. — 7 C09 NEW 2-HR FIRE RATED + r1 WOOD FRAME (L.G. 5TL. LO c ( z V 0 WHEN APPLICABLE) d '� Ln 2 X N O O O 4- c O m � ul c N O cB Q Leo W ...�..J 70 U • - U 4-J m .� + I ' U NEW. (2) 2"xb" G.T. 2 TOTAL TIE R.R. PROPOSED \` MASTER (5) Q.5" LVL HDR. BEDROOM Q 555 SOFT. I I, I I l I ( I d I q NEW. (2) 2"xb" G.T. $ PAVER DECK 4 TOTAL TI INTO R.R. DBL. G J NONE PA D?BL. GJ VE R STRUGRAL 4'1-PROP. MASTER 65) n SQ.FT. u V i DW PROP. MASTER BATHROOM iv C O 115 SQ.FT. ® ® o (5) II.575" LVL HDR. — DBL. RR PROPOSED O O KITCHEN 552 SQ.FT. goo I N © I � z W TRY. REF. � I O V PROF. — BATH O P - x I LAUNDRY OP _ a ROOM LIVING 6 DINING RM AREA W 154 SQ.FT. _ _ _ _ _ _525 SF— _ _ - MODIFIED z F a - - - - PROJECT: 3 BEDROOM v I,5 SQ.FT. B E R G A RA :o z x- ® NEW. 2"x8" G.J. R EC0 NSTR PRO,O.C. U CT I O N z BEDROOM 'd' 152 SQ.FT. D BL. GJ Q 565 BARLEY LANE I_ _ I Nlfi SOUTHOLD, NY 11971 �I NEW. 2"x5" G.J. Q cv ® 12" O.G. _ J _ _ DRAWING TITLE: (5) 2"x I O" HDR. - - PROPOSED STRUCTURAL PLAN MODIFIED BEDROOM 1'15 50PT. PROP, PROP, BATH STONE PAVER 54 5F. DECK J ) IS"i 5F. PAGE: - S-102mOO ><1 DATE: 04/08/26 16 OF 18 PROPOSED FIRST FLOOR JTRUIOTURAL. PLAN SCALE: 114" = 1'-0" OF OEI ERAL S I �,50L I _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT CL WOOD FRAME (L.O. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) C 0 Lu NEW WOOD FRAME (L.O. NEW FOUNDATION WALL ui cc STL. WHEN APPLICABLE) w NEW I-HR FIRE RATED (© MIN. (2) 2"x4" 5TRUCTURAL y� � WOOD FRAME (L.C. STL. F05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUCTURAL O O 0 '— P05T FOR 6" WALL5), U.O.N. — - 7 C09 WOOD FRAME (LR.G.ATED STL. LO O N Z O WHEN APPLICABLE) p. •cu In d. X � CV O O O 4- 1 O m � NO O cu Q , a 2 O W 70 U • - � � _ _ - - _ _ _ _ _ ,_ _ _ _ _ _ _ _ _ _ _ � + II ' II U II I � B o �— = Q (� 4:12 I 4:1�� W- W II II II CL II II II I II NEW VxIO" R.R. NEW VxIO" R.R. ® I6" O.G. w I � 0 II II o II 4:12 4:12 I � II �I II w II N II II z � II W NEW 2"x8" R.R. NEW 2"x8" R.R. l Z I I ® 16" O.G. ® 16" O.G. II II I I � - - =1 — — — — — — — - - — — — — — — —IO — e o l o - - - - - - - - - - - - - - - - — _ — -j II �lu II 0 Lu '+\ d. o II �I O I � II I I � I II w L LV1L RIDGE II � I PROJECT: l I l BERGARA I +�ST RECONSTRUCTION tui it Lu -to�� o f <,1ro �o o ��'o 565 BARLEY LANE 4:12 4:12 '�R v�- 2 ry 6:12 SOUTHOLD, NY 11971 o ,I z — — — -NEW-2"xV' R.R. —X— a — �-(— -- ® I6" O.G. — — — — — — — — — — — — — — — K I I DRAWING TITLE: XI X NEW 2"x8" R.R. z NEW 2"x8" R.R. w z — ® 16 O.G. — PROPOSED STRUCTURAL PLAN I � a o - - - - — — — — — — — — — II I II 4:12 4:12 III PAGE: S-103m00 I- - - — — I DATE: 04/08/26 17 OF 18 PROPOSED ROOF FRAM I NC PLAN (P �' r SCALE: 1/4" = P-0" a Q w w cu J (y) Q � Ln MOTE: b7 v ALL PLUMBING 0 k WORK SHALL _ .-- Q Q CONFORM TO }- (� LOCAL PLUMBING L r- CODE 0 (U z O a 'CO Ln -,z 0 O O +� i Om 4-' CO EGEND HOT C CV -J WATER cc Ico -------i SUPPLY Q G O PROP, PROP, PROP. KITCHEN LAUNDRY HALF BATH PROP, BATH PROP. BATH: PROP. MASTER BATH GOLD WATER SUPPLY rI 1 NEW NEW qa NEW NEW NEW W o K.S.NEN Qa LAV. NEW ��LAV.NEW �I LAV NEW NEW ��LAV.�r LAV. PROVIDE "ABE5GO a I : I I'4 I � I Q N.C. 14 1 4 FP200 FR a I I Q j I I W.G. v Q4 I I W G Q4 I IW.G. I I I I Q4 Q4 EXPANDING FOAM" U I NEW I (OR EQUAL) AT ALL I� I I� I - I I 3 I� TUB I� 4� * Iv z I IQ 1 dJ I NEW z v dJ I NEW * v iq v K V KI K. NEW PENETRATIONS IN FIRE I - NEW NEW _ 1 - I liv m I v - I v I I _ I v v RATED WALL5 AND NI I" DW WASHER N I N Q 1 I Iry SHOWER N I :n m Iry SHOWER iv 1 �N m m iv 1 I N ry 1 1 N ryi jry ryi jry SHOWER FLooRs/CEILINGS. U Q4 -I I -I I �_1 J� PRODUCT CONFORMS ---------------IL - ------ -- =---------J --- --- 1- ----=--------- - 1- -- -=-------j TO ASTM E 514, ASTM �.._.J_.._.._.._.._.._.._.. _. _.i._.._.._. .._.._.._..Z.._._..1.._.._.._.._.._.._-L.._...._..I T. _..1. _.._.._.._.._.I_..._.._.._.. _.._.. -••�-.._.Z.._. -..�_.._..T. ....... E 54,AND UL 14-711 CONNECT TO I rT--- �T---T- PROP. EXIST. WATER I 11 *I 1 XI Iv NET SUPPLY SYSTEM I I I 1 1 I A) ff I �N PROP. 1 1 PROP.. 1 iv v, BAR MECH. BASEMENT I j I� N I j TO STREET HATER MAIN 1 I I I 1 j r � ROOM BATHROOM I + j NEW I i b� PSNK �.._. _.._..� 04 LAV. Oa Q NEN 4 NEN NEN � NI :ry GOMBI- COMB(- -I U V J NEN BOILER BOILER � _ SHOWER m Q FLUMB I NO RISER - SUFFLY SCALE: NTS NOTE: v ALL FLUMBINO & FUEL GAS WORK < SHALL CONFORM TO LOCAL z NEW NEW PLUMBING CODE 4" FRESH AIR VENT - AIR - FUEL OAS JILTHROUGH ROOF PROVIDE ABE5C0 AIR `� HAND. FP200 FR HAND. m m EXPANDING FOAM" 1 (OR EQUAL) A'T ALL 1 PENETRATIONS IN 1 FIRE RATED HALLS AND I LOOR5/CEILIINGS. Q Q I PRODUCT CONFORMS P I P I NO PENETRAT I O1N5: I TO ASTM E b1I4, I. PROVIDE "ABESCO I ASTM E 84, AtND UL 14'7q FP200 FR EXPAND I NO PROJECT: FOAM" (OR EQUAL) AT PROP. PROP. ALL PENETRATIONS BERGARA NOTE O KITCHEN L�4UNDRY Lp RS/CEILIAT V4ALL5 DN05. RECONSTRUCTION ALL PLUMBIING LL PROP. MASTER BATH PROP. PROP. BATH PROP. BATH WORK SHALL 2. PRODUCT CONFORMS PROP. PROP. CONFORM 7f0 HALF BATH TO ASTM E 814, ASTM KITCHEN LAUNDRY _2'!____ T__ ___T 2"_-__ LOCAL PLUPMBING --------T---,---- --T-----1 I I T----I CODE E 84, AND UL I47q ----- T--- 565 BARLEY LANE ------------ ---- 1 1211 1 i 1 1 21 0 2'r --- 2"1----T---r- 1 12� 1 NEN 2" 12„ :2 NEN �2 2 NEN I NEW NEN SOUTHOLD NY 11971 I NEW I LAV. I I I I LAV. LAV. - u I NEN I .NEN 1 2" 1 1 I I I 1 I I GLEAN OUT RANGE ELEG. NEW I LAV. I LAV. 1 1 2" 12" I K S I I I AS REQ"'D NEW 1 NEW I 3 NEW 1 I 1 � I I I 7-1 1 W.G. I W.G. I I W.G. 1 I 1 2 m DRYER I I 1 NEW I 1 1 I I EXIST. F.A.I. TO DRAWING TITLE: I I I I REMAIN I TUB NEW I I NEW I I I NEW I (SHOWER 1_ NEw 2" PROP. I- " I 1 I- " SHOWERI 1 I- " 1sHONER PROP. PLUMBING RISER DIAGRAMS „ I pW WASHER I 1 1 PROPANE G.O. 35 14, - 2 2 511 3" 2 3' 2 TANK GAS RISER DIAGRAM - - G.O. fO fO I PROP, PROP. BASEMENT _ 1 NET BAR BATHROOM __ EXIST. HOUSE .r I MAIN DRAIN G.O. PAGE: -( 1 2 1 211 1 I ~ NEW NEW I I I I 1 1 211 OP-1 SINK. 2 r�� I LAV. 1 2 SYSTEM IG W 01000 2 I 1 NEW 1 m I I W.G. I Lu I I NEW NEW DATE: 04 08 26 - " isHowR I- " 1 1 _ / / COMB I- 18 OF 18 I I COMB I 3 BOILER BOILER S.P. C, PLUMB 1 NO RISER - r�)RA I N / WASTE / VENT SCALE: NTS .5 OAS RISER - SUFFLY 5GALE: NTS