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HomeMy WebLinkAbout52714-Z TOWN OF SOUTHOLD 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#: 52714 Date: 03/04/2026 Permission is hereby granted to: Thompson William A Rvc Tr 205 Grange Rd Southold, NY 11971 To: demolish (as perTown Code definition) and reconstruct a single-family dwelling as applied for per SCHD approval. Premises Located at: 205 Grange Rd, Southold, NY 11971 SCTM# 78.4-8 Pursuant to application dated 01/16/2026 and approved by the Building Inspector. To expire on 03/03/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $2,326.25 CO-RESIDENTIAL $1.00M Total 2 426.2 ��� Building Inspector � � TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 �- Telephone (631) 765-1802 Fax (631) 765-9502 htt ://ww�v.sotttholdto (tits . ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. _ Building Inspector.-,,.. .w Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:1/15/26 OWNER(S)OF PROPERTY: Name:Marrcon Development Corp scTM#iaoo-78-01-08 Project Address:205 Grange Road, Southold NY 11971 Phone#:516-946-2355 Email:dino.marra@marrcon.com Mailing Address:PO Box 152, Mattituck, NY 11952 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 Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: []Other Reconstruction $550,000 Will the lot be re-graded? ❑Yes FlNo Will excess fill be removed from premises? F*Yes ❑No 1 PROPERTY INFORMATION Existing use of property: �eS1 00(1 Intended use of property:%�ylc�e Tom IV! ��dll rn(,tl Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Ri y IN � V by)_ ccffwo y (y� this property? ❑Yes No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by', Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): AMP MAuthorized Agent ❑Owner Signature of Applicant: w. Date: I r 5 122(o STATE OF NEW YORK) SS: 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 .)ajo 20 g Notary Public CHRISTOPHER B BONDARCHUK OWNERPROPERTY VOTARY PI IBLIC STATF OF VFW YORK 39444 (Where the applicant is not the owner) Registration t No folk Count% C�r�althl� l�n ttli"nik C'�unar� M%C"orntratcetEan Expires 3t $ I, Y residing at2_0�_ _L�" �<->cl 1 11921 1_do hereby authorize to apply on my beha the Town of Southold Building Department for approval as described herein. Owner's Signature Date ain I e I Pa(-rc, Print Owner's Name 2 N �� �au�zg a��accafe� 1V ,- -:" '. SITE DATA -.... y _ - AREA 18,013 S FT. ` Dwx!!ug«:th FU80Z4:IG- r! F E FT ED-I CfF<'cE 4F TtiE C�s`RK ppi:x wote�) OF SUffC_K COtn.TY CN?DLr]A,t964 55£TLe NO aU'45. . A.(i%a) GRANGE ROAD — ' - N85�a9'5P'E " js SURVEYOR'S CERTIFICATION NE✓.ERESY['RTL Tr DAN EL NA—A Rv T— IRVE+wA5 c A v a REFRREC .D N cKs QA.OF N F cE. ND SURVEYS ESstONAL L.ND TEST HOLE Lat 19 4RVEYGR_. ss - S3 _ Subdivi ° - n S.0h Harbor Hamel DahIRROW NY5.L —3 i 5URVEY FOR - DANIEL MARRA 5TW 100,u0, --- LOT 19"SOUTH HARBOR HOMES" at Southold,Town of Southold €- w Suffolk County,New York '�a n' row or formzr�Y a _ G1z �n Hamer a M�ndr BVIWING PERMIT SURVEY HEALTH DEPARTMENT USE LEGENDRtF Record of Revisions =aNa+ETc M9N MEN?FFUtiL cMF c. tMe _eGNLR€TE MGWMEM1't SFT ESMi =CLINCSETE SSrFNAL _ .._ _ E(5 =£DEE QF PAYrMMT - ^l PRF =FCST6 RAR-1. "" e RPF =R IIAR FOUND RBS =REBAR S� ... FOYER A_METER s w5F =h:GD STAKE FaUND _ . =weaD STAKE see Scale:2"= 30' DZREcrzowersTA�v.€ :ca No.zozse(0 '. _.laze ezaz_Lp i OF 1 x � - rb , r ©\ \\\\\\\\ \\ 9 \ I C) LD PROJECT: ' MARRA Q r i SEPTIC it I 205 GRANGE ROAD I I SOUTROLD,NY 11971 NOTES _ .hi3l', '331'ebld the %. c� 8 emus F: r wi t ... ITE INFORMATION L FUJFCLEA IIAQIS _ ��_ � � s PRN a=xm C r'v' m Yn I`m 0--a.-bee' S�Sw .�E , 54F"0!K GOL\Y ?. >`�`'�"�\r AGFROVA! 5t; ,.W^Pkle tGm:�r1.,,.c: «DrCC( = 'ate K R._ti—=N .i.-a= _ __< sUF.oL. co _,YDEPARTNIEv OFHEA HSER.€vEs SEE ATTACH S _ sP-sas.oa ., PERMIT FOR APPROVAL OF CONSTRUCTION FORA j\ a = � '�--- -- "E---''—_ 1OF2 SINGLE FAMILY RESIDENCE ONLY _., 4� D=, E 1/2?2026 H.S. s, }} R-25-2072 LL APPRO YID_ FOR X°AXIMUMIBEDROOMS 6 [ SITE �_�\ , E\PIRES THREE .EARS FROM DATE OF APPROVAL ' 51TE PLAN HATCH KEY: ® PROP05ED BUILDING ADDITION mom 51TE LAYOUT NOTES: 1. TH15 15 AN ARCHITECT'S SITE PLAN S IS ® PROPOSED ACCESSORY STRUCTURE A SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATIONREPRESENTED ON THIS 51TE PLAN 15 TO THE PROPOSED 2ND STORY R R = 4uu ARGHITEGT 5 BEST OF KNOWLEDGE. 0 2. SURVEY INFORMATION WAS OBTAINED DWELLING w/ W FROM A SURVEY DATED NOVEMBER 10, PUBLIC WATER J 2025, M05T RECENTLY REVISED NOVEMBER 100.00' S85°OQ'S0"W M N 19, 2025, S PREPARED BY: - - - - - - - - - - Q +_ YOUNG ASSOCIATES EL.=17.66' EL.=I-1.02' F A D E <E C 400 OSTRANDER AVENUE m 0 CO RIVERHEAD, NY IIg01 I I O TELEPHONE: (631) '72'1-2303 N }; O ADMIN®YOUNGENGINEERING.GOM - �-OO .00 PROJECT LOCATION &SCOPE a. � � z4 SITE PLAN & ZONING DATA m l - o O i.. 002 ,00 GENERAL NOTES Q o O ENERGY TABLE STRUCTURAL DESIGN CHARTS m EXIST. POSTS RAIL FENCE -OOj.00 HOLDOWN, ANCHOR BOLT, ^^,, �O STRAPPING, & NAILING DETAILS W FASTENING SCHEDULE � 35' REAR YARD 5ETBAGK �Ro \ _ I - FRAMING GRAPHICS I P \ D W BEAM CONNECTION PATTERNS OOL V FIREBLOCKING DETAILS W M PROPOSED DEMOLITION PLANS •••- � 101 .00 EXIST. I-5TORY ,+ Q V WD. FR. S ED N 0 TO BE REMOVED - ♦ , ((DRY BLDG) m v PROPOSED FOUNDATION PLAN L L- -1 ® Q U) � Q PROP. 18'x36' IN-GROUND ?- p�^� GUNITE POOL w/ 7'-O" DEEP �����T p PROP. AUTOMATIC END S 3'-6" SHALLOW END POOL COVER ( NOT IN THI5 FILLING ) - PROPOSED FIRST FLOOR PLAN - FROF05ED SECOND FLOOR ADDITION � FIRST FLOOR INTERIOR EXIST. CHAIN RENOVATION LINK FENCE - FROFOSED FRONT i=ORGH$ REAR I4I00D DECK - 0�,00 PROPOSED SECOND FLOOR PLAN PROP. I FRO,I E�T DATA : EQUIPMEINT EINT $ PROP. 24" COPING _ - A- 10J ,0O PROPOSED ROOF PLAN / PROP \ EXIST. BRICK p I gb4 PROJECT / ZONING DATA 8'Ox4� PATIO ® GRADE D.W. TO BE REMOVED REGRADE AT \\ D // I TAX "AP # 1000-78-01-08 \` / REAR DECK TO -�= AVOID RAILING ZONINcO DISTRICT R-40 NO �c-2O .00 PROPOSED EXTERIOR ELEVATIONS LOT ArREA 0.4 ACRES GofO - MAIN DWELLING #Z437a; Oa/OQ/"11 Gofo - PORCH I #Z11625; 04/Is/83 A-202 .00 PROPOSED EXTERIOR ELEVATIONS PROP. ADDITIONS/ PROP. WOOD DECK z ENLARGEMENTS TO d ~O GofO - ENCLOSED PORCH #Z12651; 07/23/54 BLDG. FOOTPRINT 15.5' Q-� APPROVED; 5UFFO)LK COUNTY HD APPROVAL R-25-2072 6 BEDROOMS �-JO � .00 BUILDING SECTIONS 3 FUEL NOTE: SCHEDULES PROP. EXISTING OIL TANK FLOOR AREAS PER SOUTHOLD TOWN CODE, SECTION 250-4 y z WINDOW LOCATED IN BASEMENT WELL I EXIST. I-STORY WD. FR. EXISTING EXISTING z DWELLING w/ BASEMENT S (TO REMAIN) ml GARAGE w/ SLAB ON GRADE BASEMENT CONDITIONED OR055 Q PROP. ADDITIONS/ I I TAIRS°R AREA AREA - .� .�® DESIGN DETAILS 0 ENLARGEMENTS TO -TO BE RECONSTRUCTED w/ FIRST FLOOR AREA 1,215 S.F. 1,557 S.F. BLDG. FOOTPRINT 2ND STORY ADDITION (4 BEDROOMS) AREA TOTALS 1,215 S.F. 1,557 S.F. ix F.F. EL.=20.33' / PROPOSED PROPOSED GAR. SLAB EL.=18.86' / CONDITIONED OR055 A-402 .00 DESIGN DETAILS _ - I AREA AREA o / 1 FIRST FLOOR AREA 1,415 S.F. 1,772 S.F. SECOMD FLOOR AREA I,lacl 5.F. 1,526 S.F. PROJECT: PROPOSED STRUCTURAL PLANS PROP. WOOD DECK AREA TOTALS 2,612 S.F. 3,O'i8 5.F. MAR RA n �`-22'0 i ` GONG. APRON / I I Irj- PROPOSED STRUCTURAL PLANS CONSTRUCTION EL.=IQ.03' / I I PROPOSED SEPTIC LOT COVERAGE SYSTEM AS PER Q / �� , REMOVE EXIST. GONG. / SCDH5 REFERENCE SOUTHO)LD TOWN CODE, SECTION 280-4 �- I O�j,OO NO. R-25-2072 PROPOSED STRUCTURAL PLANS 205 GRANGE ROAD - - / - WALK SSTOOP - I DATED 12/12/25; DESCRIPTION (FOOTPRINT) AREA LOT 1/ SOUTHOLD NY 11971 35' 1-RONT YARD S3=TBAGK I SEE SGDHS COVERAGE - , 1 APPROVED PLANS PLUMBING RISER DIAGRAMS FOR SYSTEM TOTAL. LOT AREA 18,013.0 S.F. \ / --10' MIN.i � COMPONENTS AND GAS RISER DIAGRAM DRAWING TITLE: / Q / REQUIREMENTS EXISTIING DWELLING 1,4115.0 S.F. 5.590 PROP. 1000 I P , -� I I PROPOSED POOL 645.0 S.F. 5.690 PROJECT LOCATION &SCOPE GAL. BURIED I- Q� Q / I PROPOSED ADDITION 274.4 S.F. 1.59b r SITE PLAN & ZONING DATA PROPANE TANK gy�pp(( O PROPOSED WOOD DEGK5 742.0 S.F. 4.1% DRAINAGE SYSTEM INSTALLATION NOTES: TESTO N A MINIMUM 10' SEPARATION IS REQUIRED BETWEEN DRYWELLS S HOLE Q / / TOTAL. AREA OF ALL 5TRUGTURE5 3162.4 S.F. 17.690 WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC MIN. I COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER O I O / , L I 0 MAXIMUM LOT COVERAGE ALLOWED: 20 90 DRYWELLS, AND THE EDGE OF ALL FOUNDATION WALLS PAGE: Q A MINIMUM 5 SEPARATION 15 REQUIRED BETWEEN DRYWELLS S O 3 X / p PROPERTY LINES N z w� � ZONING REOULATIONS MAIN BUILDING A MINIMUM 20' SEPARATION IS REQUIRED BETWEEN DRYWELLS AND < •/ / ( BURIED PROPANE FUEL TANKS. � G-00J. 00 50UTHO�LD TOWN GODS 280 - 124 / ( ) A MINIMUM 2 VERTICAL SEPARATION 15 REQUIRED BETWEEN THE \ i I BOTTOM OF DRYWELLS S THE HIGHEST EXPECTED GROUNDWATER ELEVATION. EL =1775' MAIN IDWELLING REQ. EXIST. PROPOSED COMPLIES CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL \ 154.10 EL.=18.53 EXIST. WATER METER / SEE ALSO DETAIL ON PAGE A-402. DATE: 01/13/26 1 OF 18 -� 100.00' N8500a'50"E / i�i MIN. FFRONT YARD 55.0' 45.0' 45.0' YES MIN. 51IME YARD 10.0' 15.5' 15.5' YES e DRAINAGE CALCULATIONS w J IFS!/ MIN. CcOMBINED 25 0' 3a.2' 3q.2' YE5 51DE 1'i'ARDS NEW IMPERVIOUS SURFACE AREA; R 4( ¢� MIN. REEAR YARD 35.0' 102.4' 102.4' YES PROPOSED MAIN DWELLING, DECKS 3,113 S.F. , �'` t� Q �U/ DRIVEWAY /° rc STORAGE VOLUME REQUIRED 518.8 / O / (2 RAINFALL EVENT x ROOF COVERAGE) w 1 SOUTHOLID TOWN CODE 250-207 (A)(1) STORAGE PROVIDED PER VERTICAL FOOT 1 f 42.2 G.F. i LOT SIZIE / AREA IN ALLOWABLE TOTAL OF 8'� DRYINELL DEPTH / EXCESS OF 10,000 18,013.0 S.F. 8,013.0 S.F. GFA GFA TOTAL DRYWELL DEPTH REQUIRED r` 0 � N 0 � S O D / 12.5 FT. / / (b) LOT5 CONTAINING UP TO 3,350 S.F. (VOL. REQ .D / VOL. PROV. PER FT DEPTH) FLAN I 20,000 S.F. MAX. PROVIDE (2) 8'(P x 5' DEEP DRYWELLS F I�j`O FO G✓�� SITE Fly A I`� ALLOWA BLE S.F. / PLUS a 12.590 OF EXCESS LOT 2,100.0 S.F. 1,001.6 S.F. 31 101.E S.F. 3,Oa8 S.F. SCALE: I" = 10'-O" AREA OVER 10,000 S.F. FOUNDATION, CONCRETE. AND MASONRY CARPENTRY WOOD FRAMING MATERIAL STANDARDS I. CONTRACTORS TO VERIFY AL-L DIMENSIONS OF EXISTING FOUNDATION AS IT as \ / I NOTES $ SFE01 F I OATI ONS I. ALL LUMBER SHALL BE DOU6LA5 FIR LARCH #2 4 BETTER (Fb = V75) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE APPLIES TO THE NEW WORK BEIING PERFORMED AND SHALL COORDINATE THE A55RE Y I AT I OI`S OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY SUB-CONTRACTORS IN SUCH A (MANNER TO A55URE THAT THE CONDITIONS OF IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING TO&ETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'5 RESPONSIBILITY TO READ ALL NOTES, JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BD. BOARD INSUL. INSULATION 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR SPECIFICATIONS,AND BE FAMILIARIZED HITH THE PLANS PRIOR TOO WORK 8" MIN. FOUNDATION EXPOSURE. 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL BPE BASE FLOOD ELEVATION INT. INTERIOR GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REOUIREMENT5 OF THIS DOCUMENT 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. Q GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THI5 DOCUMENT I5 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD BLDG. BUILDING K KIPS (1000 LBS) I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. GOUNGIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS 4. FOOTINGS TO REST A MIN. OIF 4'-O" BELOW GRADE, UNLESS APPLICABLE BUILDING DEPARTMENT. APPLICABLE AS A DERIVED WORK). OTHERWISE NOTED BM BEAM MANU. SPEC.S MANUF=AGTURER S 5PECIFIGATION5 Lw 4. AT FLUSH FRAMING USE 16 6A&E METAL JOISTS HANGERS BY "TEGO" OR B.O. BOTTOM OP MAX. MAXIMUM -1 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EOUAL I. IDENTIFICATION: ALL 50LID-SAWN LUMBER, GLUED LAMINATED TIMBER, 5. WALL5 TO BE POURED GONCIRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. (13 ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CON'TRAGTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL BOT. BOTTOM I MECH. MECHANICAL Q +r 'i 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS N FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6RADIN6 UNTIL 1� TIER OF FRAMING IS IN PLACE. � c � 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES RULES SPECIFIED IN 1.1 THROUGH 1.5. B.O.W. BOTTOM OF WALL MIN. MINIMUM AND AUTHORITIES HAVING JURISDICTION. b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, 1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65. O T_ U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OP 10155 = -a 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED ": 10� N >:. O OF THE OWNER/BUILDER -7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY SOLID WITH CONCRETE. COL. COLUMN NYG BG NEW PORK CITY BUILDING CODE O C Lr) Z d WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE � T11- 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR J015 CONDITIONS AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE CONT. CONTINUOUS O.G. ON CENTER 8. MIN. HEADER TO BE (2) 2 xl0 UNLESS OTHERWISE NOTED. q. ANCHOR BOLTS SHALL BE IN[ ACCORDANCE WITH PAGE 6-003. �, � X .�C N SHALL BE CLARIFIED WITH THE ARGHITEOVENOINEER BEFORE PROCEEDING GRADEMARK SHALL INCLUDE AN EA51LY DISTINGUISHABLE MARK OR C Q U i WITH THE WORK. INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DBE. DOUBLE OG0. OCCUPANCY m � (0 g. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE 10. ALL CONCRETE TO HAVE ANy ULTIMATE COMPRESSIVE STRENGTH AT 28 O O .- T_ P T REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE PS20-qq. DAYS OF 4,000 P.S.I., U.O.N. -C O +_� 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DFE DESIGN FLOOD ELEVATION O.H. OVERHANG C N Q UNLESS APPROVED BY THE ARCHITECT/ENGINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GHE D LAMINATED OF IMBEANS S: OLA ID LA INATEDUTTIM GRS SHALL LAM NOTED II. GONG. SLABS TO REST ON MIIN. OF 6" FINE GRAVEL OR SAND WITH DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION Q T 2 b "I. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 0-003. GENERALLY, 5HEATHIN6 15 OF 1/2 THICKNESS ON WALLS AND TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS D.J. DECK JOISTS P. GONG. POURED CONCRETE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM V5055 13. BRICK VENEER TO BE ANGHCORED WITH CORROSION RESISTANT TIES - EA. EACH PL. PLATE 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING (1) WALL TIE PER (5) 50. FT. q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PREiGEDENGE NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS ELEV. ELEVATION 11 PLYWD ��PLYWOOD w` DOCUMENT, THE C70VERNINS BUILDING CODE AND ANY ADDITIONAL 14. FLASH JOINT AT BRICK LEDCOE AND PROVIDE WEEP HOLES, ( ' ) 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS;, APPROVALS, REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EQUIP. EQUIPMENT P.T. PRESSURE TREATED W CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U..L. APPROVAL A EXTERIOR SHEATHING TO BE COVERED WITH TYVEK HOUSE WRAP OR EVALUATION REPORT. MAX. 32-O O.G., TO DIRECT AN IY CONDENSATION TO THE EXTERIOR. APPROVED EOUAL. EXIST. EXISTING REQ'D REQUIRED RA 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. L. 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY' I I IEN LO, 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT FROM FOOTING TO 2" ABOVE F°INISH GRADE. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WVRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF EXT. EXTERIOR RI RISER PERMISSION FROM THE ARCHITECT. ASTM D5456 STANDARD SPEGIFIGATION FOR EVALUATION OF lb. NO CONCRETE OR MASONRY' WORK 15 TO BE PERFORMED IN TEMPERATURES il -1 -i STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE F.A.I. FRESH AIR INTAKE RM. ROOM 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS OF 40°F AND FALLING,UNLESS APPROVED BY ARCHITECT/ENGINEER. NO 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 EXCEED 5'-O" AND AT EVERY 8'-O". 60VERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS CONCRETE SHALL BE PLACED CON FROZEN SURFACES. RESPONSIBLE FOR DESIGN INTENT ONLY. SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORT. FAR FLOOR AREA RATIO R.R. ROOF RAFTER 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED F.A.V. FRESH AIR VENT 5TL. STEEL 6-004. ARCHITECT/ ENGINEER. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE 14. THE CONTRACTOR SHALL KEEP PREMI5E I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE A5 5 REASONABLY CILEAN AT ALL 60VERNINO B le). PROVIDE BITUMINOUS JOINTS BETWEEN 5EA55 AND FOUNDATION WALLS AND UILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FF FINISHED FLOOR S.V. SMART VENT w TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR 5HAILL REMOVE ALL SET FORTH IN ANSI/TPI I NATIONAL DE516N STANDARD FOR METAL PLATE RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND' LEAVE WORK NECESSARY. WHERE EVER APPLICABLE. CONNECTED W DESIGN WOOD TRU55 CONSTRUCTION, THE TRUSS DRAWIN65, FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED BROOM GLEAN. OR THE MANUFACTURER'S GORE EVALUATION REPORT. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. Iq. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FDOTIN65 ARE TO BE A 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATIION AND GENERAL I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" CAN EACH 51ME OF THE FOUNDATION WALL. F.J. FLOOR JOISTS TEMP GL. TEMPERED GLASS V I8. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4 THICK FOUND. FOUNDATION THK. THICK LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND ]LOCAL GORES MEET THE PROVISIONS OF ASTM G36 SPECIFICATION FOR GYPSUM AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB WALLBOARD, ASTM C37 SPECIFICATION FOR GYPSUM LATH, OR A5TM C'11 CONCRETE SLABS TO HAVE 6x66 10/10 WELDED WIRE REINFORCING. FLOOR SHALL NEVER EXCEED A I6 SPAN. < 07 5PEGIFIGATION FOR GYPSUM 5HEATHING BOARD. 20. FOR SECOND STORY ADDITTION5, EXIST. FOUNDATIONS ARE TO BE VERIFIED FRGE FLOOD RE5ISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL Ib. THE CONTRACTOR SHOULD FULLY GUAfZANTEE HIS WORK AND THE WORK OF „ Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING AS IN SOLID 8 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6 WIDE x 8 THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER I.-I. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS PER PAGE 6-005. DEEP $ 3-O BELOW GRADE. FR. FRAME Tr TREAD COMPLETION OF PROJECT. MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC, HARDBOARD OF ANSI/AHA AL35.6 HARDBOARD SIDING. 6LA55 WINDOWS AND DOORS 20. "P.T." SPECIFIES PRE55URE PRESERVATIVELY TREATED LUMBER IN FRPR. FIREPROOF TYP. TYPICAL I"f. THE CONTRACTOR SHALL INDn (D EMNIFY AND HOLD HARMLE55> THE OWNER, I. ALL GLASS TO BE INSULATED> LOW-E, UNLE55 OTHERWISE SPECIFIED. ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FRROM AND ACCORDANCE w/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 1.5 STRUCTURAL PANELS: TREAT LUMBER W/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER FTC. FOOTING U.O.N. UNLESS OTHERWISE NOTED AGAINST ALL CLAIMS, DAMAGES, LOSSE°� AND EXPENSES, INCEUDIN6 2. GLA55 DOORS AND WINDOW_5 SHALL NOT BE INSTALLED UNTIL PROPER METAL BY REPEATED BRUSHING, DIPPING, OR 5OAKIN6 UNTIL THE WOOD I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF CLEARANCES ARE PROVIDED. ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, GYP. BD. GYPSUM BOARD VERT. VERTICAL 2 THE WORK PROVIDED THAT ANY SUCH GL.AIM, DAMAGE, LOSS OR EXPENSE (A) MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 5. ALL SLIDING 6LA55 MOORS,, SKYLI6HT5, AND ANY 6LA55 UNIT INSTALLED CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR (DEATH OR TO VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND WITHIN IS" OF FINISHED FLOOR 15HALL BE OF INSULATED TEMPERED CLASS,MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, H.D. HOLD DOWN V.I.F. VERIFY IN FIELD INJURY TO OR DESTRUCTION OF TANGIBLE: PROPERTY (OTHER, THAN THE WORK ETC. FOR LOCATIONS SUCH A5: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY UNLE55 OTHERWISE NOTED. ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (5) IS CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR HDR HEADER W/ WITH WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF` THE I WOOD-5A5ED STRUCTURAL- USE PANELS, APPLICABLE CODE 4. ALL GLAS5 UNITS SHALL BE I INSTALLED IN STRICT ACCORDANCE WITH CONTRACTOR, ANY SUBGONTRAGTOR, ANYONE DIRECTLY OR INDIRECTLY21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. MANUFACTURER'S SPEGIFICATIO�NS. HNGR � HANGER WD. WOOD EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY A. WEYERHAEUSER TRUS JOIST 2.OE MIGROLLAM LVL BE LIABLE REGARDLE55 OF WHETHER OR NOT IT IS CAUSED IIN PART BY A B, GEORGIA PACIFIC 2.OE O-P LAM LVL 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND 5. ALL WINDOWS TO BE GAUEKE_D AND SEALED A5 PER NEW PORK STATE HOR. HORIZONTAL ZR ZONING RESOLUTION PARTY INDEMNIFIED HEREUNDER. P51. (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET ENERGY CONSERVATION GONSTrRJCTION GORE. A. WEYERHAEU5ER TRU5 JOIST 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF GONSTRUG'-TION INCLUDING PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT I I /� I ¢ BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NA'�ILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPEG.s 6. PROVIDE FLASHING PANS UNTTT H ALL SLIDING CLASS DOORS, WINDOWS, OR I I SU��A71 O I V $ FENE57RA71 ON. REOU RD1 EN75 OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY •(THE CONTRACTOR STANDARD FOR WOOD-BA5ED STRUCTURAL- USE PANELS OR ANY OTHER TYPE OF 6LA55 UNUIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, HE CONTRACTOR O 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GORE EVALUATION REPORTS. APPLICABLE CODES AND GOOD .DANCE PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, -1. ALL EXTERIOR DOORS ARE TTO BE WEATHERED STRIPPED AND PROVIDE ALL AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.6.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY PROPOSED DESIGN CODE PRESCRIPTIVE VALUE $ AUTHORIZATION OF THE ARCH ITEGT/ENGINEER• REOUIREMEN75 AS SET FORTH IN THE MANUFACTURER'S CODE g, ALL GLA55 15 TO BE FREE CDF SCRATCHES AND IMPERFECTIONS. 6LA55 COMPONENT COMPLIES Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. SHOULD BE GUARANTEED BY THEE MANUFACTURER FOR A PERIOD OF 5 YEARS. VALUE CITATION (PER 2025 NYSECCC) NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE I.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI14.1 CELLULOSIC ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE MAX. U-VALUE = 0.2"1 FIBERBOARD OR ASTM G208 STANDARD SPECIFICATION FOR FENESTRATION U-VALUE U-VALUE = 0.25 EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED CONTRACTOR TO VERIFY THAT' THE CHARACTERISTICS OF THE WINDOW MATCH MAX. AIR LEAKAGE = 0.50 GFM/5F YE5 HHI CONTRACTOR T I REMOVE 8 RELOCATE A5 REQUIRED ALL EXISTING WORK CELLULOSIC FIBER INSULATING BOARD. (VERTICAL FENESTRATION) AIR LEAKAGE = 0.30 GFM/SF PER R402.5.3 4 TABLE R402.1.2 - CLIMATE ZONE 4 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE HOLE SHALL NOT BE OL05ER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. CHARACTERISTICS ARE A5 FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFAGTTURER'S 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN ROUGH OPENING, U-FACTOR, L163HT AREA, VENT AREA, AND EGRESS MIN. R-VALUE = 4q SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. REQUIREMENTS. CEILING R-VALUE R-4q BATT INSULATION YES MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER 7HIRD5 OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I PER TABLE R402.1.3 - CLIMATE ZONE 4 22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCE551511-1 Y STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL 10. WINDOWS IN TUB/SHOWER ENcC,LO5URE5 AND WITHIN STAIRWAYS SHALL BE HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REOUIREMENT5 AS SET FORTH IN APPLICABLE CODE EVALUATION TEMPERED GLASS. MIN. R-VALUE = 30 (CAVITY), OR 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE OL05ER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. EXTERIOR (2N6") WOOD R-31.5 SPRAT' FOAM CAVITY 20 (CAVITY) + 10 (CONTINUOUS), OR UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARGHITEGTU)RAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. 11. EXTERIOR GLAZING IN BUILDI)NGS LOCATED IN WINDBORNE DEBRIS REGIONS FRAME WALL R-VALUE INSULATION (4.5" THICK ® R-"1/INCH) 13 (CAVITY) + 20 (CONTINUOUS), OR YES 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL SHALL BE PROTECTED FROM AlINDBORNE DEBRIS. GLAZED OPENING 20 (CONTINUOUS) COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. 25 FOR NEW WALLS, A PERFORATED SHE SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.'1. PER TABLE R402.1.3 - CLIMATE ZONE 4 PROTECTION SHALL MEET THE (REQUIREMENTS OF THE LARGE MISSILE TEST OF CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, ASTM Elggb AND ASTM E1556. CGARAOE DOOR GLAZED OPENING PROTECTION MIN R-VALUE = 30 (CAVITY), OR 1 GENERAL WIND PROTECTION CONNECTION NOTE5: NOTES, AND TABLES ON PAGE 6-005 $ 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B 18.2.1 SQUARE AND SHALL MEET THE REOUIREMENTeB OF AN APPROVED IMPACT-RESISTANT III (CAVITY) +"1.5 (CONTINUOUS), OR ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SPECIFIES THE REO'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). FLOOR R-VALUE R-30 BATT INSULATION 20 (CONTINUOUS) STANDARD OR AN51/DASMA 115i. (NY5 RG R301.2.1.2) YES N CONSTRUCTION;557D 10-gg AND 2018 5BG H16H WIND EDITION WOOD FRAME SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING z PER TABLE R402.1.3 - CLIMATE ZONE 4 Z CONSTRUCTION SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG 50REW5: LAG 50REW5 OR LAG BOLTS SHALL COMPLY WITH ANSI/ 12. AS AN ALTERNATIVE TO NOTEE #11 ABOVE, WOOD STRUCTURAL PANELS WITH w I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION WALLS, SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEC.'s). ASME BI8.2.1 SOUARE AND HEX BOLTS AND 50REW5 (INCH SERIES). 2 FLOORS, 5TUD5 AND ROOF FRAMING SHALL BE PROVIDED. HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. A THIGKNE55 OF NOT LESS THAW AND A SPAN OF NOT MORE THAN 8 SHALL HOT WATER PIPE MIN R-VALUE = 3 YES 00 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES BE PERMITTED AS 6LAMN6 PROOTEGTION. PANELS SHALL BE PRECUT AND INSULATION R-3 PIPE INSULATION PER R403.4 R403.5 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENIING DEVICES NOT 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN ATTACHED TO THE FRAMING STFH TH NDING THE OPENING. PANELS SHALL BE C) INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL HOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, PER THE LED AND SECURED DI S THE ATTACHMENT HARDWARE PROVIDED AS STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, PER THE ANCHORAGE METHOD ;SELEG7ED IN ACCORDANCE WITH TABLE BE USED IN ACCORDANCE WITH MANUFACTURER'S REGOMhrIENDATIONS. TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS R501.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT COMPLIANCE STATEMENT:_ m WALL w/ STEEL SHIMS $ A MIN. 5/4" OF NON-SHRINK 6ROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. CORROSION-RESISTANT AND THNE ANCHORS SHALL BE PERMANENTLY INSTALLED TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN 3. METAL PLATES, CONNECTORS, 50REW'.5, BOLTS AND NAIL5i EXPOSED SECURE W (2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® ON THE BUILDING. COMPLIANCE WITH THE 2025 NYS ENERGY CONSERVATION CONSTRUCTION CODE U51N5 CHAPTER 4 [RE]. DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSIONED IN COASTAL EXIST. WALLS # 12" LONG HOOK BOLTS 0 NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TRAPPINO SIZE AND H AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALWANIZED. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 1611 GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, PLUMBING GRADE 53 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL I. CONTRACTOR SHALL INSTALL. WATER SUPPLY, DRAIN,WASTE, AND VENT (DWV) TABLE R501 •1 Q 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURZAL PANEL WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, S.E MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY SYSTEMS TO NY5 PLUMBING GODDE AND NYS DEC REGULATIONS. CLIMATIC � GEOGRAPHIC DESIGN CRITERIA � 5HEATHING AND SIDING, FRAMING ANCHORS OR CONNEGT(ORS SHALL BE HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOORR USE ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE DEFLECTION OF 57RUGTURAL MEMBERS PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS IN A SHEARWAEL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE CODE EVALUATION REPORTS. 2. PROVIDE HOT AND GOLD SHUTT OFF VALVES AT ALL FIXTURES. GROUND SNOW LOAD 25 LES PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD 3. ALL WATER PIPING TO HAVE:, GLEAN OUTS AT ALL CHANGES IN DIRECTION ALLOWABLE 5 RAFTERS STRAPS SHALL BE E ATTACHED TIES OEAI H FAIR 2 x OPPOSING W 6" RISE 4 w/(2) °/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. AND AT BASE OF VERTICAL WAhSTE PIPES. STRUCTURAL MEMBER DEFLECTION BA510 WIND SPEED 150 MPH MARRA " LUMBER 15 SET 6 MIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE G-003. LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 4. USE 4" CAST IRON THROUGH (FOUNDATION WALL AND PITCHED AT I/8" PER ASPHALT ROOFING SHINGLES EXPOSURE CATEGORY B CO NSTR U CTI O N RAFTERS. I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE FOOT. RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 SHINGLE5 OR APPROVED EQUAL. AND ANY ADDITIONAL REOUIREMENTS AS SET FORTH IN THE W/ NO FINISHED CEILING ATTACHED TO RAFTERS 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTEER BEARING. MANUFACTURER'S CODE EVALUATION REPORTS. 5. GENERAL TRAP AND WA5TE SSIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: SEISMIC DESIGN CATEGORY B - DISH WASHER...........................................211 •7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY' 48" AND EVERY 2. 5HINOLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE 2.2.1. 50REW5: SGREW5 SHALL COMPLY WITH AN51/A5ME B I8.6.1 - KITCHEN SINK..........................................2" INTERIOR WALLS 4 PARTITIONS H/150 16" WITHIN 4' OF EXTERIOR CORNERS. NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE WOODSGREW5 (INCH SERIES). - LAVATORY................................................. WEATHERING SEVERE 2 AND WATER BARRIER FROM EDGE OF EAVE TO 24 INSIDE EXTERIOR WALL - SHOWER/TUB............................................2" 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED LINE. $ 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. - TOILET............................ FLOORS a PLASTERED GEILIN65 L/360 205 GRANGE ROAD ..............................3 FROST LINE DEPTH 3-O MECHANICAL CONNECTIONS: TO THE FOUNDATION WITH ANCHOR BOLTS HAYING A MIN. ,BOLT DIAMETER - LAUNDRY ...................................................2" OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 5. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF I ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE - FLOOR DRAIN............................................5" ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY SOUTHOLD, NY 1 1 197 PROVIDED WITHIN (5TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR SUB5TITUT7ED WITH AN APPROVED EQUAL PRODUCT. " EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7 IN CONCRETE/MASONRY b. ALL SYSTEMS TO HAVE ONE 3 MAIN VENT STACK AND INCREASED TO 4 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHII�1 12 OR CORNERS THROUGH ROOF. ICE BARRIER REQUIRED YES DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. SPECIFICATIONS. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY SIMPSON MANUFACTURER. 'T. PROVIDE FRO5T-PROOF HOSE 5155 WITH EASILY ACCESSIBLE DRAIN 4 EXTERIOR WALLS - WIND LOADS W/ BRITTLE FIN15HF-5 L/240 GENERAL NOTES 5. NAILING OF ROOFING SHALL BE TO CODE. DRAIN COCKS AS REOV. HOSE: BIBS SHALL BE PROVIDED WITH BAGKFLOW 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES PROTECTION. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 ENERGY TABLE GORES AND REFERENCE STANDARD: 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2025 NEW YORK PERMITTED LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED STRUCTURAL DESIGN CHARTS STATE BUILDING CODE, 2025 NEW YORK STATE RESIDENTIAL CODE, 2025 LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON" NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 20,25 NEW YORK 1• PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR WITH BACK FLOW PROTECTION. STATE ENERGY CONSERVATION CONSTRUCTION CODE. 2:12 PITCHES TO 4:12 PITCHES 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED q. THE WATER SUPPLY AND SAN41TARY SYSTEM SHALL COMPLY WITH LOCAL 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 8. ASPHALT 5HINGLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER HEALTH DEPARTMENT 5TANDARR05 AND REGULATIONS. ISTRUCTURAL DESIGN LOADS WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2024• WOOD FRAME THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 10. APPROVAL AND INSPECTIONq 15 REQUIRED BY LOCAL JURISDICTION PRIOR PAGE: CONSTRUCTION MANUAL BY THE AMERIGAN FOREST d PAPER ASSOCIATION TO CONGEALMENT OF PLUMBING. (AFBPA) AMERIGAN WOOD COUNCIL (AWC). INSULATION 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER USE LIVE LOAD DEAD LOAD 3. ALL PLUMBING WORK 5HALL CONFORM TO THE 2025 NEWN YORK STATE I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED SPECIFICATIONS OF THE PRODUCT B II. NOTCHING AND BORING OF 5•:TUDS,JOISTS, RAFTERS AS PER BUILDING GORE. BEING INSTALLED . PLUMBING GORE. FIBEROLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. T VARIATIONS IN CONNECTOR CONFIGURATION 5HALL BE APPROVED BY NO NOTCHING AND BORING OF .5TRUGTURAL MEMBERS 5HALL BE PERMITTED EXTERIOR BALCONIES 40 psf 15 psf G-002m00 FOIL TO BE PLACED TOWARD WARM SIDE. NOR ANY POTENTIAL DAMAGE THEREOF. 4. ALL MECHANICAL WORK SHALL GONl=ORM TO THE 2025 (NEW YORK STATE ARCHITECT MEGHANIGAL GORE AND 2025 NEW YO'eK STATE FUEL 6A5� CODE. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 12. PER NYS PG 425.4,A 4"x3" cOLOSET BEND SHALL BE AN ACCEPTABLE DECKS 40 psf 15 psf WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM WATER CLOSET CONNECTION. WNHERE A 3" BEND 15 UTILIZED, A 4N5" FLANGE 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201"I NATIONAL ELECTRIC CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED SHALL BE INSTALLED TO REGEI'IVE THE FIXTURE HORN. PASSENGER VEHICLE GARAGES 50 sf AS PER PLAN GORE, NFPA "10 AND 2025 NEW YORK STATE ENERGY CONSERVATION FOUNDATION WATERPROOFING. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS L15TED ABOVE. MECHANICAL FUEL GAS: p DATE: 01/13/26 2 OF 18 CONSTRUCTION GORE. UNINHABITABLE ATTICS WITHOUT STORAGE 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/ THE (MAX CLEAR HOT < 42") 10 psf 15 psf GYPSUM WALL BOARD - g" R-50 FOR FLAT GEILINOS ELECTRICAL: NYS MECHANICAL CODE AND FLUEL OAS CODE UNINHABITABLE ATTICS WITH STORAGE I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINIT AND JOINT - 5.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65 I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM p p COMPOUND METHOD. - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION TO 2011 NATIONAL ELECTRIC CODE, NFPA -10 AND 2025 NEW YORK STATE 2. ALL MECHANICAL SYSTEMS, (APPLIANCES, $ EQUIPMENT SHALL BE LISTED, (MAX CLEAR HOT > 42") 20 psf 15 psf - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION ENERGY CONSERVATION CONSTRUCTION CODE. LABELED, d INSTALLED IN ACCOORDANCE W MANUFACTURER'S SPEC.'S B CODE. HABITABLE ATTICS d 2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND CEILING, UNLESS 30 sf 15 psf ,-- F, %,_, M - 5.25" R-21 FOR FLOORS ATTICS SERVED BY FIXED STAIRS p p ��' OTHERWISE NOTED. WATER RESISTANT (H.R.) AT BATHROOMS ,AND WHERE 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 3. ALL FUEL GAS SPACE HEATIWO APPLIANCES IN RESIDENTIAL BUILDINGS '���, .' ��;�'X DEEMED APPLICABLE. SITE WORK COMPLETION OF WORK. SHALL BE EQUIPPED w/FLAME '.SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf . ,� ;^,r �•`�,' "' I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR SUPPLY TO THE BURNER WHEN TrHE FLAME OR PILOT LIGHT 15 EXTINGUISHED. /,��vl,•9 �`. ' ' "� 3. 5/8", ONE HOUR RATED, TYPE 'X' 6YI-5UIri BOARD ON GEILIWO AND WALLS 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA-72: # . _ y. .s' .' -'e "' (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTfEND THREE FEET 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, - GENERALLY,VERIFY OR PROVIDE HARD WIRED 4. SUPPLY 8 RETURN DUCTS OR: PORTIONS THEREOF NOT LOCATED SLEEPING ROOMS 30 psf 15 psf �'!, ,;•, ,.} ' IN EACH DIRECTION BEYOND THE UNIT(S). ,ALSO AT HEAT PRODUCING RECEIVE CLARIFICATION FROM ARCHITECT/EN6INEER PRIOR TO PROCEEDING. SMOKE DETECTORS W/ BATTERY BACK-UP IN: COMPLETELY INSIDE THE BUILDI ING THERMAL ENVELOPE 5HALL BE INSULATED ;#;• "+ '. # EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAMIE, INSTALL TO AN R-VALUE OF AT LEAST Rq-8 FOR DUCTS 3"� 8 GREATER, AND AT LEAST STAIRS 40 psf 15 psf r 11_a, '�_ CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. A. EACH SLEEPING ROOM R-b FOR DUCTS UNDER 3"�. (NY'S EGG R403.3.3) C «y :' �°' STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING GUARDRAILS AND HANDRAILS 200 psf 15 sf 1 3• -,' )"-' ��;'. 4. FIN15H JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EVES SHALL BE SITE. STOCKPILE ALL EXCAVATED MATERIALS. B. OUTSIDE OF EACH SEPARATE SLEEPING 5. SUPPLY 8 RETURN DUGT5 LOCCATED WITHIN CEILING INSULATION SHALL BE p p =.__ � TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALILOW 24 HOURS AREA IN THE IMMEDIATE VICINITY OF INSULATED TO AN R-VALUE OF ,AT LEAST R-5, AND BE IN CONTACT WITH 0 � _,^A TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE THE BEDROOMS (GENERALLY THE HALLWAY) INSULATION OF AT LEAST R-Iq AT ALL POINTS ALONG, ABOVE THE TOP OF, AND ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE BELOW THE BOTTOM OF DUCTWCORK. (NY5 EGG 403.3.5). ADDITIONALLY, ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNEFR5 AND AROUND FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. G. EVERY LEVEL OF DWELLING DUCTWORK WITHIN ATTICS SHAL-L BE INSULATED AGAINST AND ABOVE THE ALL OPENINGS. (BASEMENT, FIRST FLOOR, d SECOND FLOOR, ETC) INSULATED DUCTWORK TO A VALUE EQUAL TO OR GREATER THAN THE I 11 11 1 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. PROPOSED CEILING INSULATION4 R-VALUE, LESS THE R-VALUE OF THE 6. FASTEN GYPSUM BOARD AS PER FA5TE`.NING SCHEDULE ON IPA6E 0-003. DUCTWORK INSULATION (R403.3f.4.2.2) 'BALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE '7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOL-DOM DETAILS T` 1"I GAL_ NAIL NO/STR,AFF I NO REOU RFMENTS FOR ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL_ I FT/ SHE AR/ 4 LATERAL WIND RES STANCE NOTE: THIS SCHEDULE DOES NOT ND IN INCLUDE NA LINO FOP, METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED SEE PAGE 6-003 FOR STRAPPING AND NAILING REQUIREMENTS, � ALL STRAPPING TO BE ly4"x 20 GAUGE -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP AND ROUGH OPENING FRAMING REQUIREMENTS) Q STRAP) AND NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE 0 FUSE IOd NAILS IF STRAPPIN40 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER ANC 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) W W HOLDOWN 'A' HOLDOWN 'B' CONNECTION A DESCRIPTION FASTENER SPEC. FA5TE'NER —j c`3 NA L. I NC CR D AND QUANTITY SPAG INO Q � N FOFOUNDATIONIST �y Z) O CIE' ROOF � GE I L I NC FRAM I NC � � AT RAFTER TO RI DC E ` I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A 16d O (� ENDWALL """" CONNECTION: COMMON NAIL w/o PREBORED HOLES. — r— ENDWALL ."•-•••""""" 2„ RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER RAFTER � � N � O (5) 2x FULL (5) 2x FULL CORNER STUD "" """ -" � 2.WOOD 15 ASSUMED TO BE D,F,#2 4 BTR. IN DRY USE p C � z i HEIGHT STUD\ HEIGHT STUD CONNECTED TO '' ": FOR STRAP - 3 a d COMMON R.R. 2 iv SERVICE \\ CORNER STUD TRANSFER SHEAR NAILS a EA. END OF STRAP. Q CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER JOIST 0- (� r- ONNEcCTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL 0 TRANSFER SHEAR �V — (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL C "SIMPSON" HDaa FOR ROOF SLOPES UNDER 5:12 WITH • • ' ' • • • HOLES,SET NEW MEMBER. CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE G-005 EACH LAP p O m HOEDOWN ANCHOR ® 2-Ibd COMMON . • • 2-Ilbd COMMON ROOF SPANS OF 24 OR GREATER .0 O LOCATIONS NOTED NAILS a b" O.G. +6 • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED 4-' NAILS ® 6" O.G. 4 ON PLANS 10" O.G. IF BLOCKED '`-,„ .'' USE 4 8 d COMMON NAILS a EA. ,� / • • CEILING JOIST LAP5 OVER PARTITIONS (FACE-NAIL) 1-16d COMMON EACH LAP C m O"' D.G. IF BLOCKED CORNER POST " END OF STRAP. >` • • 5.SEE SECTION 6 FOR ANY REQT TO CLINCH THE NAILS(TO Q c Q CORNER P05T "" " TIGHTLY BOND THE END OF THE NAIL TO A 90° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-005 PER TIE ~�` • ..,, THE ABOVE ASSUMES A RAFTER ISRAPHIC BELOW) "SIMPSON" HM05 SPACING OF I6" O.G.; FOR SPACINGS n 6.DIMEN51ON5 ARE DERIVED FROM THE NOS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END HOEDOWN ANCHOR LOCATIONS NOTED ° d OF 24" O.G., INCREASE NAILING BY A SECTION 12.4 -PLACEMENT OF NAILS 4 SPIKES 4 TABLE ON PLANS FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END d. CONNECTION BI B2 W AT RAfFTER TO TOP PLATE TO STUD WALL FRAMING HOLDOWN INSTALLATION OPTIONS: GONNECGTION: FOR NEW P. GONG. FOUND.'s ° ° ° FOR STRZAP - 3 a d COMMON NAILS ® EA. E32- TOP PLATE To TOP PLATE (FACE-NAIL) 2-Ibd COMMON I PER FOOT HOLDOWN CAST IN PLACE w/"1/a"0 THREADED ROD �,.'' • • END OF :STRAP. .-`r g� WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE FOR EXIST P GONG OR NEWLY CURBED FOUND s ' • NOTE GEOMETRY EXCEEDS THAT PERMITTED IN • w 7/8"v THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO -- . . • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. w/ CONCRETE SIMPSON SET (HIGH STRENGTH EPDXY -� B� MAX.. NAILING GRID ABOVE UTILIZE V/ M ADHESIVE), $ FOR TEMP.'S O°F-40°F USE "SIMPSON" AT 51I�MP50N #H2A (OR EQUAL) RAFTER TIE .F W (HIGH STRENGTH ACRYLIC, ADHESIVE) "x•..," y HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONIG EDGES FOR TOENAILING - 3 a d COMMON NAILS `'--. FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME TOP or BOTTOM PLATE To STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID 8 CAST IN PLACE HOLDOWN ": " w/7/8"� THREADED ROD CONNECTION ""--•..._ _ L FOR G.J.. TO R.R. - � I6 d COMMON NAILS REOUIREMENT5 FOR - --... BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED C.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) 2-I6d COMMON 1-2 PER FOOT U APPLICABLE) FOR EA. PLATE TO STUD ABOVE Q OR BELOW HOLDOWN 'C,' HOLDOWN 'D' 2 Ib d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAM I NO � ■� FOR NEW 8 EXIST.FOUNDATIONS FOR NEWLY POURED CONNECTION GI 1$ 02 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER JO15T • FOUNDATION ® ONE STORY ONLY� • (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END HEIGHT STUD CORNER STUD ONNECTED TO ° BLOCKING TO J015T (TOE-NAIL) 2-ad COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR A55EMBLY "SIMPSON" HD05 (5) 2x FULLBLOCKING TO SILL or HOEDOWN ANCHOR a 2-I6d COMMON HEIGHT STUD �-"'" G2 -""" '"" ""-" TO STUD CONNECTION: 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS a 6" O.G. d 0 TOP PLATE (TOE-NAIL) ON PLANS D.G. IF BLOCKED CORNER POST G I FOR STRAP - 3 ad* COMMON LEDGER STRIP To BEAM (FACE-NAIL) 3-I6d COMMON EACH JOI5'7 C " NAILS a EA. END OF STRAP ° JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-6d COMMON PER 1015T ° y' fly FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d G N \" ° BELOW - 2 I6 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS ® O.C. 00 L AND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON 1 PER FOOT • •. ROOF SHEATH I NO ° d STRUCTURAL PANELS: ' "SIMPSON" ST 14RJ CONNECTION DI D2 SOLID " " INTERIOR ZONE ad COMMON 6" EDGE / 12"' FIELD BLOCKING PERIMETER EDGE ZONE ad COMMON 6 EDGE / 6 FIELD HOLDOWN INSTALLATION OPTIONS: ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. FOR NEW P. GONG. FDUND.'s UP TO cl" RAKE OVERHANG •••••'"'""" HOEDOWN CAST IN PLACE w/"1/a"cP THREADED ROD - ~"' • •FOR EXIST. P. GONG. OR NEWLY CURBED FDUh1D:s AT STUQD TO FLOOR ASSEMBLY TO SILL CE I L I NO SHEATH I NC f • "Ua"m THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(5) CONNECTION: D2 CONCRETE w/ "SIMPSON" SET (HIGH 5TRENCFTH EPDXY 1/2" MIN. ----------- GYPSUM WALLBOARD FROM 1 5d COOLERS '1 EDGE / O�EL� ADHESIVE), d FOR TEMP.'S O°F-40°F USE "SiIMP50N" AT CORNER FOR STIRAP - 3 8 d COMMON NAILS ® EA. ° ° (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR • CIFIED END OF STRAP (WRAP STRAP UNDER SILL PL.) WALL SHEATHING SPEC O 1 D I ~ ti ° FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE ''".ti • , FILL TOP 2 COURSES SOLID b GA5T IN PLAICE HOLDOWN �. o ° FOR EAR. PLATE TO STUD ABOVE 8 OR BELOW - w/7/b"O THREADED ROD , 2 116 d COMMON NAILS M STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD rn P.STRAP w/(5) FLOOR CONNECTION W/ # P74 SIMPSON (OR "-------- Sd NAILS• EA.END Z NA I L I NO/57RAFF I NC N I NDOV4/D �-OOR EAE,)ER 57ANDARD/AL7ERNA7E EQUAL) 6 PLATFORM TO SILL PLATES '" "^•., OF EA.STRAP TO 2 EA.JOIST-(FOR FLOOR SHEATH I NO (51U5FLOOR) E ALTERNATE USE SIMPSON H25A) 0 NIOTATION: Ak - NUMBER OF ad NAILS ® EA. END OF 5TRAPPING (201a W -FGM, TABLE 3. ,P. la4);WHEN STRAPPING CONNE E CTION STRUCTURAL PANELS: �,,,,,,"..".••-•"••'"" I" or LE55: ad COMMON b" EDGE / 12" FIELD � REQUIRES OVER 14 NAILS, USE SIMPSON 0516 5TRAPPING (OR EQUAL). GREATER THAN I"; lod COMMON 6" EDGE / 12" FIELD BI - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (201a WFGM,TABLE 5.255,P. 2c1I) _ G• - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (2015 WFGM,TABLE 3.230,P. 2Q2; "•••••"""""� ALTERNATE AS PER TABLE 5.23D,P. 2,15) ""-" ""- I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. w A D D> - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE �` AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS FZEDUCED. Q (2015 WFGM, TABLE 3.1, P. Iba) PLATE(S) CONNECTION FOR EXAMPLE, IF WALL 5HEATHING I5 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIIGHER G E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2015 WFGM,TABLE 3.22F,P. 25a) ° ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (5-PLY) - NUMBER OF JACK STUDS ® EA. END OF 3-PLY HEADER (2015 WFGM, TABLE 3.22F,P. 25a) °° d ° °d SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EfA. SIDE ���r4, ° <, ° ° d ° °d - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B E (DOES NOT APPLY TO DOORS) (201a WFGM,TABLE 5.5,P. I91) ° ° ° ° FOR STRAP - 3 8 d* COMMON NAILS a EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. 5 - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTEN I NC SCHEDULE B di END OF STRAP (WRAP STRAP UNDER SILL FL.) SIDE OF THE ROOF PEAK, THE 4 PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE MARRA °` ° d a F I ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS 4, Aa° 9' USED. FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITIOPll ., 16 d COMMON NAILS CONSTRUCTION A =�MAXEESIONAOE FOR TRUSS TYPE, PRE—ENOINEERED (2-PLY (3-PLY WOOD, AND/OR TIMBER CONSTRUCTION Hvw HDw THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 205 GRANGE ROAD 2'-0" 2 1 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 4'-0" 5 1 2 5 1 1 3 l /� I GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE �j� J.— l� I N� O TO LT 5RACING/57RAFFING AUTHORITY HAVING JURISDICTION: DRAWING TITLE: PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. 6'-O" 4 I 3 4 I I 4 FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE $LOCKING 2 LESS PROVIDE � , 8'-0" 6 2 3 5 I I 5 }-- SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENT5 BAYS BACK m LOCKING m 12" O.G. CONSTRUCTION TYPE DESIGNATION SHALL STRAPPING, & NAILING DETAILS LENGTH 4'-O" O.G.\<TOAGHEIVE RAKE O.H. BE "1", "11", "111", "IV", OR "V" TO INDICATE FOR WIND - EXPOSURES BffG - FOR WIND - EXPOSURES BQG - 10'-O" 7 2 4 6 2 1 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE Il THE STRUCTURE UNDER SECTION 602 OF 121_011 8 2 5 b 2 1 a BUILDING "MINIMUM SPLICE BUILDING MINIMUM SPLICE I=,4 I THE NYS BC. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYR STRAP w/(3) PAGE: ad NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-0" -O" OF EA. STRAP *10 6" DIAMETER 011, COMPONENTS THAT ARE OF TRUSS rT'PE, I6-0 ATTIC PRE-ENGINEERED WOOD, OR TIMBER G O O 3 ■ O O A N G O R B O 1�T S G I G A T I O N S 3-o /3—a 16-0 4-o CONSTRUCTION AS FOLLOWS: 20'-O" 4'-0"/5'-O" 20'-O" 5'-0" I - "F" = FLOOR FRAMING, INCLUDING BLOCKING 2 BAYS - GIRDERS 4 BEAMS SPECIFICATION (201a WFGM TABLES 3.2A 4 5.25, P. 15-7-160) , „ „ „ BACK ¢ 4'-0" O.C. h. - R = ROOF FRAMING CORNER gq 24-O 4-O /5-O 24-0 6-O _ CONDITION FOR ALL STRUCTURES: - �FR„ FLOOR 4 ROOF FRAMING DATE: 01/13/26 3 OF 18 5 2b'-O" 5'-O"/6'-3" 2a'-O" 7-0" • /e � ANCHOR BOLTS ® 3a O.G. ' ' iv SECOND FLOOR �D " u u " oil—oil I a. NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE �"� ✓� CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE „ LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-O" b'-O"/10'-O" 40'-0" II'-O" - r 1'1 • I. MIN. '1 EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAY5 �(/�6;,2V '` ) �� �, -A END w/ 3" SQUARE WASHERS AND END NUT SETUP; 2,TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 501-O 501-O 13-O BACK® 4'-O" O.G. Y ,. � � r 4 \q Ic• 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL TYP. STRAP w/(5) ' CONDITION IN EXP05LRE B STROKE TOP TWO COURSES SOLID ad NAILS EA. END - ' S.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-0 " 12'-O"/15'-0" 60'-0 " 16'-0" OF EA. STRAP '4-< : . •_-!! s 'm m HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT (P a.. 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/5; PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALL , FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE "10'-O" 14'-0" "i0'-O" Iq'_O FIRST FLOOR .QT !} 74 NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 11 (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT). „ „ „ 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 � 12 b0-O I6-O a0-O 22-O„ C),c N FROM ENDS AND CORNERS (TWO a CORNERS) 4'WALL- 1.125 REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) IO'WALL- 1.25 BLOCKING 2 BAYS 1 FOR 10'-O" WALL 1'WALL- 1.5-75 RED PANTONE WHITE THIS COLUMN w/MULTIPLIER BACK® 4'-O O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS I2'WALL - 1.5 #I57 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL M 15CELLANEOUS FRAM I NC GRAPHICS CONTINUOUS BUILT-UP O I RDERS, 3 OR MORE SUPPORTS (THAT EXCEED FRAMING 5TAINDARD5, IT 15 REO'D FOR FRAMER TO HAVE A REBL.00X NC FOR FL.ATFORM HOOD FRAM 1 NC WORKING KNOWLEDGE OF THE AMERIGAN WOOD GOUNGIL [AW(f] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIRE`MENT5: (FOR ENO INEERED LUMBER Pc. WOOD 1-J0I5751 SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 CONNECTION $ 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED CIL PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER Q BLOCKINO UNDER LOAD BEARING WALL THREE OR MORE 5UIPPORT5, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES NON-LOAD BEARI NO WALL OFFSET FROM SUPPORT A (2)ROWS od NAILS® 12"o.G. MAX.52" LOCATED BETWEEN BONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. THE SPAN LENGTH FfROM AN INTERMEDIATE LLI 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST LLI STUDS STUD B (5)ROWS IOd NAILS m 12"o.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES LA FORM FRPING. J SUBFLOOR P THAN ONE THIRD THIE TOTAL NUMBER, ARE TO BE (B (2)ROWS 1/2" (P BOLTS m I2"O.G.5TA66ERED; JOINTED ON THE 5A1ME 5IDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE AND DOUBLE N SUBFLOOR G TWO-PIECE Q -1-� PLATE SERVE AS FIRESTOPPING. Lf� DBL.® ENDS � C SOLE PLATE BUILT UP 61RDER P MAX.52" NAILING: O p D (2)ROWS 1/2" (p BOLTS m 16"0.0. 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE JOIST SERVES AS FIRESTOPPIN6. O `— (p E (2)ROw5 1/2" m BOLTS m 24"O.C. SIDE WITH IOd NAILS, TWO NEAR EACH END OF _ -p _ BETWEEN 1/6 EACH PIECE, OTHERS 5TA65ERED WITH A DISTANCE 5 S. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING N �; O (2)ROWS 5-516"TRU55LOGK 5GR.EwS m 12"O.C. a 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL F SCREWED ON(1) SIDE OF MEMBER OR OF NONCOM-BUST15LE FILL. 0 C L0 z LINE; OR GIRDERS ARE TO BE NAILED FROM EACH _ 6 (2)Rows 5-s/8°TRUSSLOGK 50REW5 m 16"O.G. 51DE w/ IOd NAILS, •TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE � X -'4C (V N SCREWED ON(1)5IDE of MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETW ,EEN C O U H (2)ROw5 5-5/5"TRUSSLOGK 51-REW5 m 24"o.G. BETWEEN NAILS IN A4 HORIZONTAL LINE. J015T5 SERVE AS FIRESTOPPING. O p m J015T SCREWED ON(1)5IDE OF MEMBER (2)ROWS 5"TRUSSLOGK SCREWS m 12"O.G. Lo THREE-PIECE 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND }' ON a-+ MAXIMUM OFFSET O m J BUILT UP GIRDER MAX.52" THREE-PIECE 51DE vRS ARE TO BE NAILED w/ 20d Q p 2 O JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER p, 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS MATCHED SIZE OF BLOCKINGAILS ON EA. 5IDE wd/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING. (2)ROWS 5"TRIJSSLOCK SCREWS m 16"O.C.OG INCLUDING INITERMIDIATE JOINTS AND w/ THE 4 UNDER NON-LOAD BEARING FIRESTOPPING AND K 5GRE1^�D ON BOTH 5IDE OF MEMBER PIECE, , PARTITIONS 0 52" O.G. BLOCKING STUD (�Rows 5"TRU55LOGK SGREw5• 24"O.O. BETWEEN 1/6 OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 3 8. THE HEADER SERVES AS FIRE-STOPPING. L SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52 BETWEEN iNAILS IN A HORIZONTAL LINE. DOUBLE PLATE a. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE GIDERSi ARE TO BE ASSEMLED AS BE ADDED BETWEEN 57UD5 IN PARTITION ADJACENT TO GE I L I NO BRAG I NO �� STRINGER TO SERVE AS FIRE5TOPPING. CANTILEVERED FLOOR I.BEAMS t HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED' w/ 20d NAILS AS SPECIFIED OABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 13"OR SMALLER FOR THE THREE-PIECGE GIRDER. 10. THE SPADE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR d CONNECTION PATTERN'B'WHEN 10' OR LARGER FRAMING SHALL BE FIRE5TOPPED 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 FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP(S1RDER GIRDERS ARE TO BEE 5ECURELY ANCHORED TO 1 HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH 5U5FLOOR SOLE PLATE 2"x4' CONTINUOUS GABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE ® 60.0. TRUSS BOLTED TO STEEL aOLUMNS. THE VERTICAL OPENING G I5 SEALED BY PLASTER ON THE CEILIN BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST 2) Iod NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED r , G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL GJ� J� G PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON 10) 8d /�� NAIL_ NO FATTERNS FOR S DE LOADED BEAMS 0c . FLUSH BEAMJ> -LOCATIONS TONS REQUIRUNG FIRESTOPPING- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE W NAILS AS FIRESTOPPING. 4-1 100 FIRE- FIB- WOOD FIRESTOPPIN6 FIRESTOPPIN6 ■ � STOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING Jc MULTIPLE-PIECE MEMBERS JOIST * 5d COOLER NAILS® 10" o.G. NAILED' BOLTED' ppj,, U :: FIRESTOPPING WHEN 0) I \BLOCKING 2'x4 BLOCK NAILED TO EA.BRACE 2 ROWS I6d 5 ROWS Ibd 2 ROW5V 2 ROW515' Z ROWSYs' VERTICAL w/(4) IOd NAILS 20 Q.STRAP COMMON COMMON BOLT5.24• BOLTS BOLTS A ;I „ TO UNDERSIDE OF •12"O.G.' m 12'D.G. O.G.sTA66ERED° O 12"O.G. •b'O.G. COVERING 15 APPLIED STUD 6YP5UM BOARD g TWO ROWS 12' O.G. THREE'ROWS 12"O.G. JOISTS DOUBLE PLATE * 5d COOLER NAILS® lo"O.G. (10) 8d NAILS BEAM SELECTION w/ STD. NAILING ° ° ° ° ° ° ° LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 NOTE: ENDWALL STUDS AS NOTED IN NOTES "1 4 8 s NONCOMBUSTIBLE ALTTE W JOIST SHALL BE LOCATED DIRECTLY • DENOTES ALT.FOR USE OF DRYWALL SCREWS ° ° ° ° ° ° ° ° FIRE5TOPPING LOCATION 1R OVER STUDS,UNLESS TOP PLATE IS 4"o EDGE/12"o FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDG SOLE ES HOOD FIRESTOPPINe DESIGNED TO CARRY THE LOAD SCREWS k6 - V4"TYPE W OR 5 FIRESTOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER As THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO FROWS 6'aG. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O O O O 0 O C 0 O O OVERLAID ROOF 5.STAGSER EACH ROW OF FASTENERS BY 12". 0 0 0 0 0 0 0 0 21 SPACE Nor ATTACHMENT VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. III TO BE FILLED ® NONCOMBUSTIBLE FIRESTOPPING FIRESTOPPING \ APPROX.I INCH THICK S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO \ BOTH SIDE OF THE MEMBER. g b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED \. FOR 4"O.G.NAIL 5PAVN9. LOCATION 1 ISE \ STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS. FIRESTOPPING LOCATION �l \ \ STRAPPING W/ ?.2 ROWS OF Ibd COMMON NAILS(12'O.W FOR DEPTHS 12'OR LESS LOCATION 8 4 8d NAILS ® EA.END o R.R. 6.5 ROWS OF I6d COMMON NAILS(12"O.G)FOR DEPTHS OF 14",16"! 16'. LOCATION 10 FULL WIDTH 2" BLOCKING O LF 9 0 CONSTRUCT 1 ON DETAILS Jul I ND LOAD fi ATH GONNE(E ,T ON DETA I L.S TOP PLATE DRILL 2"0 INTO ROOF NOT TO SCALE DECK FOR STRAPPING INSTIL. INTERSECTION DETAIL EXIST.OR NEw NEW R.R.SET H/ R.R. BELOW UPPER TOP PLATE LAPS 4 IOd ONTINUOUS LOWER TOE NAIL NOTED CONT.5LOGKIN6 TOP PLATE SPIKED TO R.R.'s ALIGN NEW d EX. R.R.A5 5HOWN K I NO STUDS PLAN VIEW NOTE: 51MILAR® 'SHED' WOOD J015 WOOD .JOI GRI PPLE STUD ROOF,R.R. IN LINE BLOCK I NO JO 1ST HANOE HEADER GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOENAILS OIRDERMEADE JACK STUDS WOOD OI RDER WOOD JOIST � MAIN MEMBER y1 O 170• JOIST FRAMING OVER WOOD G I RDER JOIST FRAMING FLUSH WITH OI RDERMEADER TYP I CAL HEADER CONNECTION � I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBERS DLNM.X 5 APPROX. 50° W/THE MAIN MEMBER $ STARTED APPROX. THE LENGTH OF THE NAIL FROM THE MEMBER END, M A R R A I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, 5TRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A c1O* ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN CONSTRUCTION MEMBER,FOR THIS APPLICATION,SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL RAFTER 5. T6, NO MORE THAN 2 TOE NAILS SHALL BE IIN STALLED INEAIAVOID NSIDE OF A RAFTER OR CEILING JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT BOTTOM PLAT 205 GRANGE ROAD IN EA. 5IDE WHEN FASTENED TO A 2"x6" TOP PLATE. BATHTUB SUB FLOOR ED DOUBLE JOIST DOUBLE JOIST TOP PLATE SOUTHOLD, NY 11971 GHIM. CHASE SECURING © STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (SHIM CHASE WITHIN PLANE OP ROOF DOUBLE JOIST FOR UNDER A BATHTUB, ALL BATHROOMS WITH TILE FLOOR, DOUBLE JOIST FOR NON-BEARI NO HALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION W/STUDS TO ATTIC FLOOR d BILK'G TO R/L SIDES W/ STRAPPING TO R//L SIDES) UNDER K1 TCHEN FLOORS AND RADIANT FLOORS W1 TH MUD. w PAGE: TOP PLATE ® o m WIND RESISTANT CONSTRUCT 1 ON GONNEGTORS GHIM. CHASE WALL G-004mOO CONNECTION LOCATI OPN: PART NUMBER: NOTES: RI DOE-TO-RAFTERS C520 ® 21 " APPLY TO EACH PAIR OF RAFTERS d z ® RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER DATE: o z 01/13/26 4 OF 18 ROOF o RAFTER-TO-PLATE H8 or H2 5 APPLY TO EACH RAFTER REQ'D BLOCKING -'�' • N PLATE-TO-WALL STUD 0520 ® 1811 TO ALIGN w/STRAPPING Q APPLY TO EACH WALL STUD ® EA. LEVEL ABOVE N THE FIRST FL. ® z w 2ND. FLOOR WALL-TO-15T. FLOOR WALL LFTA or 0520 36" APPLY TO EACH WALL STUD FLOOR/GLO. ® O HEADER-TO-JACK 5TUJD G520 ® 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH 51DEWALL ENDS ` 1 IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE v � SIDE MIEN PLAN VIEW (USE WITH 5" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED 51IMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFAGTURE'5 REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. (5ENE AL_ SNr'M50L <E"%r : REMOVE WALL --{{ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT — -I WOOD FRAME (L.G. STL. EX15TINO TO REMAIN WHEN APPLICABLE) RELOCATE Q NEW WOOD FRAME (L.6. F =-1 NEW FOUNDATION WALL r ---_________-_____- EXIST. HOUSE 1 �---- --i I BIB � --------------------- w STL. WHEN APPLICABLE) /� 1 1 I 71 ui MIN. (2) 2"x4" STRUCTURAL l/ 1 i I J m NEW I-HR FIRE RATED ® POST FOR 4" WALLS 1 I - - - -...HOOD - W FRAME (L6 5TL (MIN. (2) 2"x6" STRUCTURAL 1 1 I I I I POST FOR (6" WALLS), U.O.N. l C WHEN APPLICABLE) II II 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z) O 11 I I I I I I NEW 2-HR FIRE RATED = _ WOOD FRAME (L.6. STL. j /� i NEW PLUMBING WALL O WHEN APPLICABLE) j j I _ O c Lo Z II l EXIST. 1 1 .m X Y 1 I I SLAB I I I C O L) CO 1 I I I n REMOVE EXIST. 5TORAOE O O Co 1 I I I i f PARTIAL f l I I I 1 1 WALL N O 4- In DEMOLITION NOTE: II II II I II I I REMOVE I I l j REMOVED I I EXIST. STORAGE I Q r- Q„ � Q WALL I I l I INTERIOR REMOVED PROVIDE SHORI NO AND 5UFFORT TO ,ALL AFFECTED 1 1 1 1 1 1 1 1 WALLS AND EXISTING 1 1 III I � I I I I I 1 1 DOORS GIRDER AND 11 -REMOVE I II I STRUCTURAL MEMBERS PRIOR TO THE GOMMENOEMENT COLUMN 11 INTERIOR REMOVE-III I OF /ANY DEMOLITION OR CONSTRUCTION. 111 I IL-------- 1 I 1 I STAIRS WINDOW 8 111 I m DEMOLITION NOTE I J_ ------------J 1 I I I PARTIAL III I I - ------- --------------I- --------� ------------i L_-- WALL FOR REMOVE ALL INTERIOR WALLS AND DOORS IN _ 1 �---------------- NCI BASEMENT LEVEL r-------------------- I I I �i� �T--�- f-T-� DOOR W ---------------------- - REMOVE SCREEN-IN ROOM FOOTINGS 11 I 1 i i� I OPENING -REMOVE LEFT WALL OF 1 1 C A6E AREA 1 1 I \\ i-'��/ EXIST• I UP - REMOVE EXISTING FURNACE, WATER HEATER b OIL 11 i \ i� TANK 11 f l 1 1 I I - REMOVE INTERIOR STAIRS 11 1 1 L------------------------J �--L_J L _L_I_ L L. I ------------------------- - RELOCATE 6ARA6E DOOR OPENING d CONCRETE 11 REMOVE L--------------------------� L--- _ ----- � ------------------------- APRON 11 I1 WALL j ��� I - RELOCATE EXISTING FREEZE HOUSE BIB 11 - EXISTING FLOOR JOIST TO REMAIN i l I REMOVEREMOVE I 11 FIREPLACE I L_J FURN. REMOVE 41 1 1 FLUE j I c INTERIOR I f 11 I T ■ �� I I 1 �� WALLS AND REMOVE 1111 1 + I ( I 1 i i l ���� DOORS WINDOW FOR �I I L_ LAROER I REMOVE 1 1 j r - WINDOW II U I I EXIST. 1 65LRAAa I 1�_�� l 1 1 XI CLOSET 1 EXIST I BASEMENT I I ■ I I I I I REMOVE U) 1 I I I OIL TANK I II II I L - - - - - - - 1 1 l--_--—J- - - - - - - - L - - - J I1- REMOVE I i l -------------- L------ l PARTIAL WALL E.P. FOR L..� I I 1 I VENT — — — — — — — — — — — ------- O — — — — — — — — — — � PENING I I 3'-0" SEPTIC OUTLET L II 11 I RELOCATE REMOVE — I i BIB HOUSE PNALLIAL — — — — — — — ----- — — — — — — — — — — — — — — — — — — — — — — — — I- - ---------------- 1L--�---------------- 12'-II" RELOCATE 6ARA6iE DOOR OPENING PROPOSED BA5EMENT DEMOL 171 ON PLAN 5GALE: 1/4" = 1'-0" REMOVE PARTIAL REMOVE REMOVE WALL PARTIAL REMOVE REMOVE PARTIAL WALL FOR PARTIAL REMOVE PARTIAL WALL --------- ----- ------ ____ NEW OPENING WINDOW _ W WALL FOR WALL FOR -�______�____ __- NEW OPENING NEW OPENING -------- -� ---- - p I III --���i � �.�-------- ----- ------- --- --- __�- ---�---- �___ III ---u� �__� r--t---- ------ Irruu ------------------- ______ ------- ______ ---��s====�--- REMOVE III \�\ mac) l\J�J-- --------- 1 ill TI � _ I w -- �----J PARTIAL u r- - T; I ~ WALL 1 1 EXIST. 5GREEN-IN ROOM T Q I I O REMOVE ALL 136 S.F. i i KITCHEN j EXIST. EXIST. EXIST. DINING APPLIANCES BEDROOM BEDROOM PROJECT: I I I ROOM EXIST. 1 1 loo S.F. I2I S.F. r, KITCHEN MAR RA I22 S.F. II I I I I III I REMOVE ALL ---I--REMo\,E CONSTRUCTION HALLB INTERIOR III I WINDOW DEMOLITION NOTE: III /// 11 1 I II j j I \\ J DOORSAND - REMOVE ALL INTERIOR WALLS AND DOORS / 11 1 I II I 11 \ I - REMOVE ALL WINDOWS �y / 11 I I II 11 \ 1 `\N, r-__==_ ______ - REMOVE INTERIOR STAIRS I L----------------� � L----- - L-------------- --=J L------- \ r - RELOCATE FIREPLACE L-----�- r---� C-----------------7 �- r-T-r--1 rJ �� \ 1 I r - REMOVE ALL WALLS FOR SCREEN IN ROOM r---------------- 1 - F==- 1 1 1 1 1 1 ( 1 - 205 GRANGE ROAD - REMOVE PARTIAL 6ARA6E WALL FOR l \\ DN I I I GIB r-E____-- SO UTH O LD ENLARGEMENT 1 1 I-1tt---1 1 L - - J I I - -- ___�___ ___�___ , NY 11971 - REMOVE ENTIRE ROOF d GEILIN6 J0I5T 1 I - - - r------� REMOVE ALL �--L-1-L I ' RELOCATE INTERIOR ,� __-- __ / DRAWING TITLE: I I I I FIREPLACE WALL5 AND REMOVE I / fl DOORS ____ J FIREPLACE I I ��/ PROPOSED DEMOLITION PLANS I I REMOVE REMOVE 1 FLUE j j ENTIRE ROOF 1 EXIST. LIVING i GEILIN6 STAIRS 1 1 I I ROOM REMOVE ALL I 245 S.F. JOIST 1 BATHROOM 111 1 FIXTURES III f--REMOVE I r--------- __ J III I WINDOW L=-- ---j T ---I r—T- / _---�� EXIST. -� f REMOVE ALL I ii PAGE: I I I I ^� I 1 i�' I I III 1 BEDROOM EXIST. I INTERIOR I �� l p l \ �'i III 1 151 S.F. REMOVE GARA6E I WALLS AND I I ri-, III 1 6 1 II I \ ' III 1 PARTIAL I I 213 S.F. I I DOORS I II CIL. I I II 1 I I WALL FOR A-101. 00 NEW OPENING EXIST. BATH 11 11 III T J 1 "IO S.F. I III I EXIST. ----- ---------- r-- ---------- -- - I ELEC. L ----_ I III 1 REMOVE 1 --���� � ��-------- ----- —�\ L�--�LII 1 METER DATE: 01/13/26 5 OF 18 PARTIAL i i �� I WALL _____- i ��_� 11 III I I I � � 11 - UJI I lI ----Nj ----s---� ----------------- I REMOVE _ PARTIAL WALL FOR ---- F " NEW OPENING PARTIAL REMOVE r ------- NALL FOP, NEW OPENING PARTIAL WALL FOR NEW OPENING w j k RELOCATE GARAGE _ Fi DOOR OPENING FROFOSF_17 FIRST FLOOR r,)EMOIL. I TI ON PLAN 5GALE: 1/4" = P-O" (5E NEf;?.,AL S I �vI50L E) : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL. EXISTING TO REMAIN WHEN APPLICABLE) Q NEW FOUNDATION WALL NEW WOOD FRAME (L.6. '=-1 W 5TL. WHEN APPLICABLE) W MIN. (2) 2"x4" STRUCTURAL NEW I-HR FIRE RATED ® P05T FOR 4" WALLS WOOD FRAME (L.O. 5TL. (MIN. (2) 2"x6" STRUCTURAL Q C Lo WHEN APPLICABLE) P05T FOR 6" WALL5), U.O.N. 0 O NEW 2-HR FIRE RATED WOOD FRAME (L.O. 5TL. /�/�,%�. NEW PLUMBING WALL O � 0 WHEN APPLICABLE) O C m Z d' cl- m > O L) CO FOUNDATION PLAN NOTS O E m Novi O NEW FOUNDATION WALL OPENII io: Q I. 9'-O" MASONRY OPENING IN FOUNDATION O 2.SEE NOTED DETAIL OCONCRETE APRON 2 I. PROVIDE CONCRETE APRON SLAB TO TRANSITION SMOOTHLY FROM SLAB EL. TO GRADE 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 5. OR055 SLOPE MEASURED PERPENDICULAR TO TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:*a -- (2% SLOPES C — 4. BROOM FIN15H TO PROVIDE SLIP-RESISTANT SURFACE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ELEGTRIGAL PANEL: — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ O3 NEW 200 AMP ELECTRICAL PANEL LOCATION; A-401 ALL INSTALLATION AS PER NY5 ELECTRICAL CODE. A-401 U O4 UNDER-FLOOR AREA VENTS - I. NEW 16"x8" (MIN. SIZE) VENT TO PROVIDE MIN. I S.F. NET uj Q' 1..�.1 VENTILATION OPENING FOR EACH 150 S.F. OF — — UNDER-FLOOR SPACE, PER 2020 IRG R408. IA-401 I �� 2. INSTALL AS PER MANU. SPEC'S P4ITHIN 5'-0" OF BUILDING CORNERS. — — — — — 5. SITUATE VENTS WITHIN F.J. BAYS/BETWEEN STUDS AND AVOID POINT LOADS FROM ABOVE. IF POINT LOADS 0 ° Jc UNAVOIDABLE, PROVIDE DEL. RIM J015T ABOVE. NEW WOOD REAR 4. PROVIDE FOUNDATION VENT WELL t COVER AT ALL DECK ABOVE VENTS BELOW GRADE; INSTALL PER MANU. SPECS. 111$ N OCOMBINATION BOILER I N pcn NEW NAVIEN N05-240/II0H CONDEN51N6 PROPANE , D —Y �♦ WALL-HUNG COMBINATION BOILER (OR APPROVED EOUAL). I N I I VJ 1. VENT THROUGH EXTERIOR WALL. Q 2. F.A.I. THROUGH EXTERIOR WALL. II 5. INSTALL PER MANU. 5PE025 N i 10 O6 FLOOR DRAIN: — _— — _— — — _ — — — — - - — — — — I. NEW 5" GUARDED FLOOR DRAIN w/5 TRAP. F — — — _ — — -- — — — — _ — — —— —— — — — — ——— — — NEW DN 2.FOR DRAINS SERVIN6 CONDENSING MECHANICALtu UNITS, ENSURE CONDENSATE NEUTRALIZER KIT ° I L— INSTALLED PRIOR TO FLOOR DRAIN. 3.PITCH FLOOR TODRAIN ,• '. I NEW — - - - - - - - - - - - - - - - - � .. DOOR NOTE: BASEMENT yy O I. INSTALL NEW INTERIOR DOORS IAIHEN GALLED OUT a I I ADDITION; 3 X ON PLANS BY JELD WEN (OR EOU L). 2.INSTALL NEH 'EXTERIOR HEN CALLED OUT HEA6 T MODIFIED BA5EMENT ON PLANS BY RMATRU' (ORE 5.NOTE DOES NOT INDICATE EACH NEW DOOR I UNFINISHED /UNCONDITIONED PROPOSED;SEE DESIGNATIONS 3 DOOR SCHEDULE. I 6'-10" CEILINGFHEI&HT — 4 PLACE WALLS,DU.ON,5 4 MIN. FROM PERPENDICULAR ' 5, INSTALL AS PER MANU SPEC.'S 6.PROVIDE (2) 2"xIO" HDR., U.O.N. IO 'I. SEE PAGE 6-005 FOR ALL OTHER FRAMING I _ — EXIST. F.J. E -402 O ELEMENTS AROUND DOORS (rip. FOR ALL) U.O.N. L F 7 SUBFLOR O FIRE RATED DOOR! J - - - - - - - - - - � — TO REMAIN L - - � 8 � — 001 I I DRAIN 1 p SLOPE- OX&N 0 75 HR. SELF-CLOSING STEEL DR. PROVIDE 4" GONG. 1- - - - - - - - - - � - - , EGRESS WINDOW WELL: SLAB FOR I .•° � 1 O PROVIDE NEW EORE55 WINDOW WELL Q COVER BY CONDENSER I I j L 4 F— -i "ROGKWELL;ELITE SERIES" 66"W.X1'2"H. OR EQUIVALENT.. INSTALL AS PER MAN. SPECS. I I - - —I I I 7 I I 6 OWINDOW NOTE: — °— � � 10 I. ALL NEW WINDOWS k DOORS SHALL BE MARVIN I-I I A 40l O 1 I —L L CASEMENT,DOUBLEHUN6, OR GLIDING (AS NOTED); A-501 1 I WALL I L — J o02 — J — J L J AI501 L INSTALL AS PER MANU. SPEC.'S. FOR I : • i �_�L .°•• i — I I SUBSTITUTIONS, 5EE NOTE #q IN 6LA55 WINDOWS AND DOORS" ON PAGE 6-002 IF CASEMENT WINDOWS - ALL G5MNT WNDWS SHALL HAVE I I I EXISTING STRAIGHT ARM HINGE WHEN 6ARAOE 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE I I i SLAB D — I w TILT WA ABOVE \\\ 5.ALL 6LAZIN6 WITHIN I8" OF FF TO BE TEMP. 6L, I 1 NEW UP 4.5EE PAGE 6-005 FOR FRAMING ELEMENTS AROUND VENT I — WINDOWS (TYP. FOR ALL) U.O.N. F.A.I. EGRESS NOTE: — � - - - - - - - - - - I 5 IN COMPLIANCE WITH NEW YORK STATE BUILDING r -1 3 CODE,SECTION R510.2.1;THE FOLLOWING MEANS OF I _ NEW z I • . PROP. EGRESS SHALL BE O O D: I I •; j LIR,�OPANE O • E.P. NET CLEAR OPENINO........... 5.1 S.F. NET CLEAR HE16HT............... 24" MINIMUM ( I j — — — — — — — — — — — — -� .• ' ' 0 NET CLEAR WIDTH................. 20" MINIMUM - 4 PROP. BURIED NEW WOOD EXIST. SEPTIC OUTLET ELEC. LINE 1 -RELOCATE E I FRONT R NTPO CH - - - - - - - - - - - -1 - - - - - - - I I PROJECT: OPENING — — — — — — — I I I _ _ - - - - - - I MARRA - - - - I -I - - - - - - - - - ' - - - - CONSTRUCTION — — — — — — — — — — — — — — — — — — — — A-4ol � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 2 205 GRANGE ROAD I L - - - - - - - -1 SOUTHOLD, NY11971 I D DRAWING TITLE: I PROPOSED FOUNDATION PLAN I I I PAGE: FROPOSE17) FOUN17AT I ON PLAN A-102mOO O 5.F. GOND I TI ONED FLOOR AREA; ###$####### C R055 FLOOR AREA 50ALE: 1/4" = I'-o° DATE: 01/13/26 6 OF 18 f, qys NOTE: N I NUOV� DOOR SOHEIDULE 9 ON fi AOE A-50 I TF ®�' ���� (5EI IN 5�"rI " I50L <E I : _ EXISTING TO BE DEMOLISHED � NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) {� Q NEW FOUNDATION WALL NEW WOOD FRAME (L.G. W 5TL. WHEN APPLICABLE) J (6 NEW I-HR FIRE RATED ElMIN. (2) 2"x4" STRUCTURAL Q Ch N WOOD FRAME (L.G. STL. P05T FOR 4" WALLS '= Lo WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL POST FOR 6" WALLS), U.O.N. 0 NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. NEW PLUMBING WALL � N � O WHEN APPLICABLE) 0 C � Z 4 m -T- >' O L) N FLOOR PLAIN NOTES DOOR NOTE: NEW FLOOR: N C O N OI I. INSTALL NEW INTERIOR DOOR5 WHEN GALLED OUT ([� I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); Q ON PLANS BY QELD-WEN' (OR EQUAL). SCREW PERIMETER OF SHEATHING 6" O.G. # 12" O.G. 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT INTERIOR. ON PLANS BY 'THERMATRU' (OR EQUAL). 2.NEW WOOD FINISHED FLOOR PER H.O. SELECTION 3.NOTE DOES NOT INDICATE EACH NEW POOR PROPOSED;SEE PE516NATIONS 6 DOOR SCHEDULE. NEW TILE FLOOR: 0 (5) RI 0 MAX. 6" 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR (lo I. NEW TILE FINISH (H.O. TO SELECT) UPON (2) Tr ® MIN. 10" WALLS,U.O.N. 15.-0" 2 5. INSTALL AS PER MANU SPEC.'S 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON n' 6.PROVIDE (2) 2"xIO" HDR., U.O.N. 3.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON Q W 1. SEE PAGE 6-005 FOR ALL OTHER FRAMING 4.NEW sq" PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. SCREW PERIMETER OF SHEATHING 6" O.G. $ 12" O.G. ® - INTERIOR. m 2'-q" 3'-q" 3'-q" 2'-1" OSTAIR 4 RAILING NOTE: I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 4 MIN. 10" NEW FREEZE PROOF HOSE BIB: WOOD DECK Tr - R15ER5 SHALL BE CLOSED ( II FASTENED H/MASONRY ANCHORS (PRECISE -160 S.F. - U 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL LOCATION T.B.D. IN FIELD - CONSULT W OWNER) Q ■ NOT EXCEED THE SMALLEST BY MORE THAN J". N /� 3. HEADROOM IN STAIRWAYS SHALL BEAT LEAST 6'-5". 4 A 4 A 4 A W 4. 5TAIR5 SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 12 ELECTRICAL METER: (O REMOVE a RESET EXIST. ELEC. METER A5 PER NYS 4.1. BETWEEN CLEAR HEIGHT 4 HANL>RAILS: 36" MIN. 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. MECH. GODS, $ UTILITY CO. STANDARDS 4.5. BELOW HANDRAIL RAILS ON BOTH SIDES: 21" MIN. 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN 112 6"NEW 2"X WALL ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR ( 13 RESERVE I II p OR MORE , AND INHERE SHOHN ON PLAS. 6. GUARDRAIRLS SHALL BE PROVIDED FOR OPENN5IDED I6'-q" WALKING SURFACES LOCATED MORE THAN 50" ABOVE FINISHED FLOOR OR 6RADE, S WHERE SHOWN ON PLANS. A/C CONDENSERS: 1. 36" HIGH GUARDRAIL 4 SPINDLE 5PAC:ING NOT TO ( 14 ALLOW PA55A6E OF A 4" (V SPHERE;,36" HIGH I. PROVIDE (2) NEW 3-TON A/C CONDENSERS BY "RHEEM" ♦/� OR APPROVED EQUAL. HANDRAIL. 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH ri DEN 2'-4j/:2 III IOq n 8. GRIPPABLE RAIL AS PER CODE. ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). lao S.F. 4 N O �L/ q. RAILING TO BE WOOD W/METAL SPINDLES 3.INSTALL AS PER MANUFACTURER SPECS. 2-5 DW >< 4.INSTALL UPON LEVEL GROUND b PROVIDE GROUND O SMOKE DETECTOR / GO DETECTOR NOTES: SURFACE (GONG. PAD OR OTHER) H/ WEIGHT RATING q-0" (L r GL. 3 I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT 14 q - SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OFLn SMOKE / CARBON MONOXIDE COMBINATION DETECTOR - `9 = q HARD WIRED TO EACH OTHER H/BATTERY BACKUP. CONDENSER. � KITCHEN til - � 4 2 5. ALWAYS LOCATE CONDENSER 10 MIN. FROM ANY OAS 140 S.F. I E(H) NATURAL LIGHT 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES APPLIANCE, AND AT LEAST 3' FROM WINDOW5/DOOR5 L >< VENTILATION SHALL NOT BE REQUIRED WHERE EXISTING ALARMS WHENEVER POSSIBLE. ARE NOT INTERCONNECTED, AS PER NYS R314.4. GREAT ROOM _ Iq3 S.F. 0 3. PROVIDE: SMOKE/CO DETECTORS AS INDICATED, AND HYDRONIG AIR HANDLER: � BEDROOM I , PER GENERAL ELECTRICAL NOTES ON PAGE 0-002. „ 382 S.F. O O Ia3 S.F. S.F. REQ. S.F. PROV. Li ( 15 I. PROVIDE (2) NEW HYDRONIG AIR HANDLERS) BY RHEEM m 4.SMOKE / GO DETECTORS TO MAINTAIN V MIN. OR APPROVED EQUAL 14 O O >< LIGHT HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS 2.INSTALL (1) UNIT IN ATTIC IF1 ,� REov 15.4 S.F. 4q.2 S.F. d OPENINGS TO BATHROOMS H/SHOWER OR TUB. 3. PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES 5. INSTALL ALL AS PER MANU. 5PEC.'s THROUGH WALL5 OR GEILINO _ _ = I Ti 1 3 VEEN D "1."1 S.F. 32.0 S.F. 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 4.INSTALLER TO PROVIDE BLOCKING,PIPING, AND 0 4� IN COMPLIANCE WITH LOCAL GORE ELECTRICAL AS REQUIRED FOR MOUNTING AND ' IOl WINDOW NOTE: INSTALLATION. - - 2-T 5M/CO O4 I. ALL NEW WINDOWS d DOORS SHALL BE MARVIN ELEVATE S. HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER �, I I-3 °SHELF 8 cv CASEMENT, DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). REQUIREMENTS OF A/C 6 HEATING SYSTEM (SEE - - INSTALL AS PER MANU. SPEC.'S. THERMOSTAT FOR ZONE DESIGNATION). m � _ 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 6.PROVIDE HOT WATER COIL AND CONNECT NEW HOT 1 Oi ✓�I/v�/� SEE PE5I6NATION5 $ WINDOW SCHEDULE. WATER/BOILER COMBO TO NEW COIL. 3.FOR SUBSTITUTIONS,SEE NOTE #q IN "61_ASS WINDOWS - Q - -rntt cV 105 O 106 0 AND DOORS" ON PAGE 6-002. THERMOSTAT: E 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. (I6 I. PROVIDE THERMOSTAT FOR 2 ZONES: - J O- - - - - - - - - - - -5. ALL _ 6.N 6ENEUBLE HUNry RAL TEMP. 6ILDSHALL BE PROVIDED:ONS TO BE TILTHASH - ZONE I: FIRST FLOOR - ZONE 2: SECOND FLOOR A-301 6.1. FOR ALL SKYLIGHT5 4 OPERABLE PANELS OF 2. H.O. TO SELECT MODEL; INSTALL AS 4 - I 04 5 -1 1 A-501 5WINGIN6, SLIDING, 8 BIFOLD DOORS PER MANUF. 5FE05 6.2. WITHIN IS" OF F.F. 3'-6" 4'-2" tD I 5M/GO 0, IO 6.5. WITHIN 24" OF A DOOR D 102 T HALF-BATH S.F. O 2'I S.F. 6.4. WITHIN STAIRWAYS 6 WITHIN 36" OF A LANDING ( I7 NEW GUTTER ! I g w r BATHROOM I 6.5. WITHIN TUB/SHOWER ENCLOSURES SEE SPECIFICATIONS AT ELEVATION NOTES I GAR GARAGE �SHEI-F 8� S.F. 6.6. SEE ALSO 6ENERAL NOTES ON FA6E 6-002 = NEW DN. _ 1. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND •' 4 226 S.F. NEW UP OPEN TO 103 ELEG, 5 - ' WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (18 GUTTER HIGH POINT (TYPJ v I _ ABOVE 1-2 6 DRYER (2) 2"x10" HEADER U.O.N. 12'-0" I 2 l 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 22 - N 10 NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HE16HT5 ( Iq NEW 4"x3" ALUM. DOWNSPOUT (TYP) GL 113 q X_J m m LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN-72" m ® ® � I 8'-O" 4 to ABOVE GRADE OR THE ADJACENT SURFACE AT THE A A 1101 2,_5„ 3 p�p 3-6 cV 8 u, BUILDING EXTERIOR. (�o NEW ATTIC, AGGE55 - PULL DOWN LADDER: E ? k 116 .o w I. MIN. 550 # CAPACITY 0 -1 LAUNDRY 12 2 EGRESS NOTE: 2.PROVIDE UNIT BY 'FAKRO' INSULATED ATTIC LADDER;OR - ROOM - 2 IN COMPLIANCE WITH NEW YORK STATE BUILDING I - = tt1 O APPROVED EQUAL �f N CODE, SECTION R310.2.1;THE FOLLOWINO MEANS OF 2.1. ROUGH OPENING 22 I/2" X 31 I/2" 4 2 LF7 3'--1" 2'-I" 105 S.F. 5 =ry (� EGRESS SHALL BE FOLLOWEP: 2.2. CEILING HEIGHT MIN. 8-2 J";MAX, q-2 � I _ (L 4 4 PANTRY 1O - DRYER 3. ENSURE SIZED TO FIT MECH. EQUIP. THRU OPENING `� VENT 4.0.15 HR FIRE RATED 0 SHELVING BEHIND NET CLEAR OPENINCS........... 5.1 S.F. , r- NET CLEAR HEIGHT............... 24" MINIMUM JU 114 ENTRY DECK BARN DOORS 5. DBL. FRAMING WHEN NEW OPENING ! UJ 2-6 3-1 NET CLEAR WIDTH................. 20" MINIMUM 6.WEATHERSTRIP ACCESS OPENING 8 PROVIDE R-41 z 145 S.F. i- INSULATION ABOVE H/WD. FR. (OR EO) BAFFLE OR IIS 3T 2 D 4 A 4 A A 4 i6 Fw- I'-II (3) RI ® MAX.6 OTYPICAL BATHROOM NOTE: RETAINER TO PREVENT INSULATION FROM ENTERING A-4ol I (2) Tr 0 MIN. 10" _ II-2 8-I I 3-10 8-I I Q I. WALL BOARD DWELLIN6 WHEN OPENED, AS PER NYS EGG R402.2.4 0 C] I.I. INSTALL MOISTURE RE515TANT GYPSUM BOARD IN (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE ALL BATHROOMS THERMAL ENVELOPE OF BUILDING). (5) RI ® MAX. 6" PROJECT: 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND "1. INSTALL AS PER MANU. SPEC.'S TUB SURROUNDS 5.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. (2) Tr ® MIN. 10" 2. SHOWER FLOORS III 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON MAR RA 2.2. CONCRETE MUD-SET (SLOPE Ile?" PER FOOT FIRE RATED DOOR: 15'-O" 13-10 II'-q" 21'-Sy2" TOWARDS DRAIN) UPON ( 21 NEW j HR. SELF-CLOSING STEEL DR. CONSTRUCTION 2.5. WATER PROOF MEMBRANE TO COVER SHOWER FLOOR, WRAP DRAIN 4 ATLEAST 15" UP WALLS 25-'►' 5. BATHROOM WALLS NEW I-HR FIRE RESISTANT SHEET ROOK 5.1. PROVIDE TILE FINISH AT BATHROOM WALLS (22 LOCATION TBD PROVIDE " SHEET ROCK AT WALLS AND CEILING 62'-3y2" 44.1. NEW 5H HE WER NICHE 48"W x 24"H x 3.5"D 205 GRANGE ROAD NEW LAUNDRY ROOM: SOUTHOLD, NY 11971 O I. NEW WASH /DRY HOOK UP 2.COORDINATE o5 F u pND. ROOM a DOOR DIM.'s DRAWING TITLE: 3.PROVIDE HOOK UPS AS REQ'S PER MANU. N07E: NI NDOVIII I$ BOOR S(f.,HF-I)ULE PROPOSED FIRST FLOOR PLAN DRYER EXHAUST NOTE: I. DUCT SHALL TERMINATE TO EXTERIOR ON f= v�^F- A A-5O 2.DUCT SHALL TERMINATE MIN. V-O" FROM ANY OPENINGS 3. DUCT SIZE AS PER MANU. 4.DUCT SHALL BE EQUIPPED H/A BAGKDRAFT DAMPER 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED M FROFCSEr� F I RGT FLOOR OOR PLAN PAGE: CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM ✓ ✓ Jam, SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO EXCEED e> FEET AND NACCORDANCEHITSUA256ALISTEDANDLABELED 1,4I5 S.F. GOAT]ITIO�IE� FLOOR OOR AREA; I,T72 S.F. OROGG FLOOR ODOR ARE SCALE: 114 = I'-O" A-103m00 6.EXHAUST DUCTS SHALL BE MIN 0.016 THK RIGID J '`l j- J.J J-- METAL H/SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 17)UCT5 SHALL NOT BE CONNECTED WITH SHEET-METAL SCREWS 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER HIGH EFFICIENCY LAMPS: DATE: 01/13/26 7 OF 18 LOCATION TO THE WALL OR ROOF TERMINATION. THE NOT LESS THAN clO% OF THE PERMANENTLY INSTALLED L16HTIN6 MAX. LENGTH OF THE DUCT SHALL BE R'.EDUCED 2.5 FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS,AS PER FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 010° 2025 NYS EGG R404.1 BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. HOT WATER PIPING INSULATION: OPROPANE FIREPLACE: MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE I. PROVIDE NEW FIREPLACE BY "MAJESTI(V" OR INSULATED TO AN R-VALUE OF NOT LE55 THAN R-3 FOR THE APPROVED EQUAL FOLLOWING CONDITIONS PER 2025 NYS EGG R403.4 $ R403.5: 2.INSTALL AS PER MANUFACTURER'S SPECIFICATIONS �C-) AND NY STATE CODE I. MECHANICAL SYSTEM PIFING CAPABLE OF CARRYING 3.REFER TO INSTALLATION MANUAL FOR ALL REQUIRED FLUIDS >105°F OR <55°F (R403.4) VENTING TERMINAL CLEARANCES 2. PIPING J" AND LARGER IN NOMINAL DIAMETER 3. PIPING SERVING MORE THAN (I) DWELLING UNIT 4.REFER TO INSTALLATION MANUAL FOR MANTEL < t INSTALLATION GUIDELINES 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD NEW EXHAUST FAN SHALL BE INSTALLED WHERE 6. PIPING LOCATED UNDER A FLOOR SLAB ,J. 40cy f O8 VENTILATION 15 NOT MET BY MEANS OF NATURAL 1. BURIED PIPING CIRCULATION THROUGH WINDOWS OR DOORS TO 8. SUPPLY E RETURN PIPING IN RECIRCULATION SYSTEMS OUTDOOR SPACES AS PER NYS MECH. COPE SECTION OTHER THAN DEMAND RECIRCULATION SYSTEMS. 405.5.2.5; INSTALL AS PER MANU. SPECS OENEAt;,-L EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT = WOOD FRAME (L.G. STL. CL WHEN APPLICABLE) EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL // w 5TL. WHEN APPLICABLE) w J m NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL P05T FOR 4" WALLS M N Lo WOOD FRAME (L.G. STL. (MIN. (2) 2"xb" STRUCTURAL O WHEN APPLICABLE) P05T FOR (0" WALLS), U.O.N. O NEW 2-HR FIRE RATED - WOOD FRAME (L.G. 5T 'C'L. �'���/ NEW PLUMBING WALL O N ��' O O WHEN APPLICABLE) O C T z 4 � : C O C) N FLOOR PLAN NOTES O O m .� DOOR NOTE: NEW FLOOR: Q N O Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); O O ON PLANS BY 'JELD-WEN' (OR EQUAL). SCREW PERIMETER OF 5HEATHIN6 6" O.G. 4 12" O.G. 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT INTERIOR. ON PLANS BY 'THERMATRU' (OR EQUAL). 2.NEW WOOD FINISHED FLOOR PER H.O. SELECTION 3.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DEVONATION5 4 DOOR SCHEDULE. NEW TILE FLOOR: 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR 10 I. NEW TILE FINISH (H.O. TO SELECT) UPON IS'-p NATURAL LIGHIT VENTILATION WALLS, U.O.N. 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 13'-10" (HABITAE3LE SPACE) 5. INSTALL AS PER MANU SPEC.'S 6.PROVIDE (2) 2"xIO" HDR., U.O.N. 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON 'T. SEE PAGE 6-003 FOR ALL OTHER FRAMING 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); 5'- FLOOR AREA 145 S.F. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. SCREW PERIMETER OF 5HEATHIN6 6" O.G. 4 12" O.G. INTERIOR. O S.F. REG. S.F. PROV. STAIR 4 RAILING NOTE: EGRESS 2 I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI 4 MIN. ICD" NEW FREEZE PROOF HOSE BIB: Tr - RISERS SHALL BE CLOSED II FASTENED w/ MASONRY ANCHORS (PRECISE LIGHTING;MIN.AREA E 4 '} E OF FLOOR AREA 11.6 S.F. 42.2 S.F. 2. 6REATE5T RISER HEIGHT IN A FL,I6HT OF STAIRS 5HALL LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) - _' ■ NOT EXCEED THE SMALLEST BY MORE THAN I". O VENTILATION;MIN. n' 5.8 S.F. 38.4 S.F. 5. HEADROOM IN STAIRWAYS SHALL. BE AT LEAST 6'-5"., ELECTRGAL METER: ' 4% OF FLOOR AREA REMOVE : W 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 12 4.1. BETWEEN CLEAR HF-16HT 4 HANDRAILS: 36" MINI. REMOVE 4 RESET EXIST. ELEC. METER A5 PER NYS 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN.. MECH. CODE, 4 UTILITY Co. STANDARDS `I 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21" WIN. _ 4 25-7 21'-Sy2 ..� 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN BEDROOM 2 ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR 13 RESERVE O 145 S.F. OR MORE RISERS, AND WHERE SHOWN ON PLANS. I q H 4 H H 4 U 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED WALKING SURFACES LOCATED MORE THAN 50" ABOVE FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. ■- -i. 36" HIGH GUARDRAIL 4 SPINDLE 5PACIN6 NOT TO Iq A/C CONDENSERS: 9 0 `♦//♦, ALLOW PASSAGE OF A 4" 4' SPHERE;36" HI6H I. PROVIDE (2) NEW 3-TON A/G CONDENSERS BY "RHEEM" OR APPROVED EQUAL. EGRESS , HANDRAIL. 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH NATURAL LIGHT 4 \/ENTILATION ^W 5. 6RIFFABLE RAIL AS PER CODE. ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). cf. RAILING TO BE WOOD W/METAL SPINDLES 3.INSTALL AS PER MANUFACTURER SPECS. _ (HABITABLE SPACE) 4.INSTALL UPON LEVEL GROUND 4 PROVIDE 6ROUND m OSMOKE DETECTOR / CO DETEC f'OR NOTES: SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING FRAME DECK W/ FLOOR AREA 145 S.F. 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SUFFICIENT TO ACCOMMODATE OR055 WEIGHT OF 10'-3" 21O SLEEPERS UPON EPDM N 3 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR: CONDENSER. - BALCONY ROOF EMEMBRANE c� HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS �n 1 211 S.F. BEDROOM 5 q 4 S.F. REG. S.F. PROV. 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES APPLIANCE, AND AT LEAST 5' FROM WINDOW5/DOOR5 -� WALK-IN SM/GO Iq5 S.F. _� LIGHTING MIN. 895 SHALL NOT BE REQUIRED WHERE EXISTING ALARMS WHENEVER POSSIBLE. ry �t CLOSET ARE NOT INTERCONNECTED, AS PER NYS R314.4. 46 S.F. 209 3 OF FLOOR AREA � 3-4 3-"T 3-� 3--I 3-'i 2-I I H i 5.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND, HYDRONIG AIR HANDLER: VENTILATION.MIN. PER GENERAL ELECTRICAL NOTES ON PA6E 6-002. O = �L 4 F 4 4 F 4 F 4 F O 4% OF FLOOR AREA "I.b S.F. 68..8 S.F. 15 I. PROVIDE (2) NEW HYDRONIG AIR HANDLER(5) BY RHEEM 4.5MOKE /GO DETEGTOR5 TO MAINTAIN 5' MIN. OR APPROVED EQUAL '�CX�CXXX%�>C�Cxx,XxX.>C,XxJC�Cxxn 5M/00 202 HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUGTfS 2.INSTALL (1) UNIT IN ATTIC 6: 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. 3.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES 4'-O" 5. INSTALL ALL AS PER MANU. SPEG.'s THROUGH WALL5 OR CEILING 6.SMOKE DETECTOR AND CARBON MONOXIDE DETEGTOI, 4.INSTALLER TO PROVIDE BLOCKING, PIPING, AND IN COMPLIANCE WITH LOCAL CODE'_ ELECTRICAL AS REQUIRED FOR MOUNTING AND dJ I 201 WINDOW NOTE: INSTALLATION. O I. ALL NEW WINDOWS 4 DOORS SHALL BE MARVIN ELEVATE 5. HANDLER 51ZINO (TONNAGE) SHALL BE SELECTED PER _ CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). REQUIREMENTS OF A/C 4 HEATING SYSTEM (SEE 5 rO ATT� I Q INSTALL AS PER MANU. SPEC.'S. THERMOSTAT FOR ZONE DESIGNATION). m 5 20'I a PULL BATHROOM 3 5 203 2 SEE ESIGNA�ONSD4CWINDOW SCHEDULE.ATE EACH NEH DOW PROPOSiED; 6.PROVIDE COMBO�O NEW COILIL AND . NEW HOT O 10 208 2 DOWN 204 'Io S.F. 5.FOR SUBSTITUTIONS, 5EE NOTE #q IN "GLASS WINDOWS �ADISER AND DOORS" ON PAGE 6-002. THERMOSTAT: A-501 y, ! 1 10 WALK-IN _ A-501 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINrE. Ib 1. PROVIDE THERMOSTAT FOR 2 ZONES: BATHROOM 2 3a-� CLOSET 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH - ZONE I: FIRST FLOOR i- 10i S.F. g - 21 SM/GO �` 2? - 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: - ZONE 2: SECOND FLOOR 3'-4" 3'--I" 3'-"i" 3'-4" y O 6.1. FOR ALL 5KYLI6HT5 4 OPERABLE PANELS OF 2. H.O. TO SELECT MODEL; INSTALL AS a d W 5'-Oy2" 3'-O" 3'- "-N 4'-6" N 5WINGING,SLIDING, 4 BIFOLD DOORS PER MANUF. SPECS o F F F 6.2. WITHIN IS" OF F.F. 4 1 rNEN 6.5. WITHIN 24" OF A DOOR iV (OPEN TO 6 XX XXXX .XXX XXXX,XXXXXXXXX xXX 6.4. WITHIN 5TAIRWAY5 4 WITHIN 56" OF A LANDING" I.I NEW GUTTER BELOW DN.6.5. WITHIN TUB/SHOWER ENCLOSURES SEE SPEGIFIGATIONS AT ELEVATION NOTES N205 I 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 � 1. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND I FLAT N �* p V 5 IS GUTTER HIGH POINT (TYP.) b'-O" 5'-O" b'-O"- ! t- WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUt'"1 4 4 ROOF A �t 5M/GO (2) 2"xIO" HEADER U.O.N. 10'-3" 3'-2" ® ,� 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER G G _ _ I NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS Iq NEW 4"x5" ALUM. DOWNSPOUT (TYP.) - �j LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN '72" 15-0 _ _ _I ? N NATURAL LIGHT VENTILATION ABOVE GRADE OR THE ADJACENT SURFACE AT THE I 1 = I 206 411 (HABITABLE SPACE) z BUILDING EXTERIOR. NEW ATTIC AGGE55 - PULL DOWN LADDER: BEDROOM 4 � w 1. MIN. 550 # CAPACITY tti I _ _ _ _ _ _ _ - - _ _ _ I FLOOR AREA IYI S.F. EGRESS NOTE: 2.PROVIDE UNIT BY 'FAKRO' INSULATED ATTIC LADDER;OR SHED H IN COMPLIANCE WITH NEW YORK STATE BUILDING APPROVED EQUAL ROOF 1 t�� WALK-IN = S.F. REG. S.F. FROV. U CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 2.1. ROUGH OPENING 22 1/2" X 31 1/2" GL05ET EGRESS SHALL BE FOLLOWED: 2.2. CEILING HE16HT MIN. V-2 J";MAX. q'-2 I 1 25 S.F. q �i L16HTIN6;MIN. &% 3.ENSURE SIZED TO FIT MECH. EQUIP. THRU OPENING in OF FLOOR AREA 14.2 S.F. 5Lib S.F. NET CLEAR OPENINO........... 5.-I S.F. 4.0.-75 HR FIRE RATED I r�� NET CLEAR HE16HT............... 24" MINIMUM 5. DBL. FRAMING WHEN NEW OPENING VENTILATION;MIN. EGRESS 'T.1 S.F. 51.i6 S.F. NET CLEAR WIDTH................. 20" MINIMUM 6.WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-49 I 1 �� � �� � �� 496 OF FLOOR AREAINSULATION ABOVE w/WD. FR. (OR EG d BAFFLE OR 3-'t 3-"ITYPICAL BATHROOM NOTE: RETAINER TO PREVENTINSULATION FROM ENTERING A 4 A 4 4 p O 1. WALL BOARD DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 L- _ _ _ _ _ _ _ _ _ _ T _ _ 8'-II" - -3'-10" -8'-II" I.I. INSTALL MOISTURE RESISTANT YP5UM BOARD IW (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE 2'-I" O4 H 4 H 6 ALL BATHROOMS THERMAL ENVELOPE OF BUILDING). 13-10 II-2 4-6 IS-'iy2 PROJECT: 1.2. INSTALL CONCRETE BOARD IN ALL 5HOWER5 ANiD '1. INSTALL AS PER MANU. 5PEG.'s TUB SURROUNDS 5.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 2. SHOWER FLOORS II'-Q" 21'-Sy2" 2.1. NEW TILE FIN15H (H.O. TO SELECT) UPON MARRA 2.2. CONCRETE MUD-5ET(SLOPE 1/8" PER FOOT FIRE RATED DOOR: (o2'-3y2" TOWARDS DRAIN) UPON 21 NEW j HR. SELF-CLO51N6 STEEL DR. CONSTRUCTION 2.5. WATER PROOF MEMBRANE TO COVER SHOWER FLOOR, WRAP DRAIN 4 ATLEAST IS" UP WALLS 3. BATHROOM WALLS NEW I-HR FIRE RESISTANT SHEET ROCK 5.1. PROVIDE TILE FINISH AT BATHROOM WALLS 22 LOCATION TBD PROVIDE " SHEET ROCK AT WALLS AND CEILING 4. SHOWER NICHE 4.1. NEW SHOWER NICHE 45"W x 24"H x 3.5"D �'ROi� E1 OS ) SECOND FLOOR FLAN 5 GRANGE ROAD SOUTHOLD, NY 11971 NEW LAUNDRY ROOM: O 1. NEW WASH /DRY HOOK UP 1,101cl S.E. GOND 1 TI ONEI) FLOOR ,AREA; 1,526 S.F. GROSS FLOOR AREA SCALE: v4" = I'-o" 2.COORDINATE LAUND. ROOM 4 DOOR DIM.s RAWING TITLE: w/SIZE OF EQUIP. 3.PROVIDE HOOK UPS AS RE0'S PER MANU. PROPOSED SECOND FLOOR PLAN DRYER EXHAUST NOTE: 1. DUCT SHALL TERMINATE TO EXTERIOR 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY OPEN I N65 3.DUCT SIZE AS PER MANU. 4.DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER 5. TRANSITION DUGT5 SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRAN5ITION DUCTS USED TO PAGE: CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO EXCEED 8 FEET AND SHALL BE LISTED AND LABELED _ ® . IN ACCORDANCE WITH UL 2158A. 00 6.EXHAUST DUCTS SHALL BE MIN 0.016 THK RI61D METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH 5HEET-METAL SCREWS 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER: HIGH EFFICIENCY LAMPS: DATE: 01/13/26 8 OF 18 LOCATION TO THE WALL OR ROOF: TERMINATION. THE NOT LE55 THAN 90% OF THE PERMANENTLY INSTALLED LIGHTING MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER FEET FOR EACH 45" BEND AND 5 FEET FOR EACH 90"' 2025 NY5 EGG R404.1 BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. HOT WATER PIPING INSULATION: PROPANE FIREPLACE: MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE D N. O 1. PROVIDE NEW FIREPLACE BY "MAJESTIC" OR INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE GJ /)� APPROVED EQUAL FOLLOWING CONDITIONS PER 2025 NY5 EGG R403.4 4 R403.5: ��<� 2.INSTALL AS PER MANUFACTURER'S SPECIFICATIONS 0 ` ' o AND NY STATE CODE 1. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING V , 5.REFER TO INSTALLATION MANUAL FOR ALL REQUIRED FLUIDS >105"F OR <55"F (R403.4) a VENTING TERMINAL CLEARANCES Q 2. PIPING 5' AND LARGER IN NOMINAL DIAMETER 4.REFER TO INSTALLATION MANUAL FOR MANTEL 3. PIPING SERVING MORE THAN (U DWELLING UNIT INSTALLATION GUIDELINES 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD �I I,�I �I I,�I ¢ NEW EXHAUST FAN SHALL BE INSTALLED WHERE 6. PIFING LOCATED UNDER A FLOOR SLAB I`L O TE: Y`4 I I`L O Y`L 4 DOOR S O U L- O VENTILATION IS NOT MET BY MEANS OF NATURAL 'f. BURIED PIFING I F OF t<IE`� CIRCULATION THROUGH WINDOWS OR DOOR5 TO 5. SUPPLY 4 RETURN FIFIN6 IN RECIRCULATION SYSTEMS ON`l � � -�O OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION OTHER THAN DEMAND RECIRCULATION SYSTEMS. 405.5.2.5; INSTALL AS PER MANU. SPECS (5E ERAL I I " I50L E I : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) Q f---{ NEW WOOD FRAME (L.G, NEW FOUNDATION WALL w �-i 5TL. WHEN APPLICABLE) J � ` NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL Q cy) N WOOD FRAME (L.G. STL. POST FOR 4" WALLS LO 0) WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. O COO NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL. NEW PLUMBING WALL 'C N > O WHEN APPLICABLE) 0 C LO Z d- �' O L) N Ne C O Om +0. 0 oN FLOOR PLAN NOTES O 0 Q � � � 0 DOOR NOTE: NEW FLOOR: Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); ON PLANS BY 'JELD-WEN' (OR EQUAL). SCREW PERIMETER OF 5HEATHIN6 6" O.G. 4 12" O.G. 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT INTERIOR. ON PLANS BY 'THERMATRU' (OR EQUAL). 2.NEW WOOD FINISHED FLOOR PER H.O. SELECTION 3.NOTE DOES NOT INDICATE EACH NEW DOOR 231-81/211 + PROPOSED;SEE DE5I5NATION5 4 DOOR 5GHED>ULE. NEW TILE FLOOR: ! 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR `nj/, 10 I. NEW TILE FINISH (H.O. TO SELECT) UPON 17'-O" WALLS,U.O.N.( PER MANU SPEC.s2) 2"xl0" HDR.,U.O.N. 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 6.PROVIDE ( 5. INSTALL 3.NEW DUROCK CEMENTBOARD R(O EQUAL) UPON T. SEE PACE 6-003 FOR ALL OTHER FRAMING 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.IN. SCREW PERIMETER OF 5HEATHIN6 6" O.G. 4 12" O.G. ® 1q INTERIOR. - - - - - - 1q +, STAIR $ RAILING NOTE: U 2 I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 4 MIN. 10" NEW FREEZE PROOF HOSE BIB: f Tr - RISERS SHALL BE GL-05ED II FASTENED w/MASONRY ANCHORS (PRECISE ( I W M 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL LOCATION T.B.D. IN FIELD - CONSULT w/ OWNER) NOT EXCEED THE 5MALLE75T BY MORE THAN J". ELECTRICAL METER: 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6-8 . 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR IWIDTHS: 12 4.1. BETWEEN CLEAR HEEI6HT 4 HANDRAILS: 56" MIN. MEMO E 4 RESET UTILITY GOLEC. METER STANDARDSS PER NYS 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 351.5 MIN. q.12 q:12 4.5. BELOW HANDRAIL,RAILS ON BOTH 51DE.5: 21 MIN. 5. HANDRAILS SHALL BE PROVIDED ON NOT LE5+S THAN ONE 51DE OF EACH FLIGHT OF STAIRS CONTAININ6 FOUR 13 RESERVE OR MORE RISERS,AND WHERE SHOWN ON PLANS. 6 OUARDRAIL5 SHALL BE PROVIDED FOR OPENI-SIDED WALKING SURFACES LOCATED MORE THAN 50" ABOVE I I Q ■V/ FINISHED FLOOR OR CRAVE, 4 WHERE SHOWN ON PLANS. A/G CONDENSERS: '^ I 1, Iq Iq W 1. 56" HIGH GUARDRAIL 4 SPINDLE SPAGIN6 NOT TO 14 I. PROVIDE (2) NEW 3-TON A/C CONDENSERS BY "RHEEM" ALLOW PASSAGE OF A 4" 0 SPHERE;36" H16H OR APPROVED EQUAL. - - - - - - - - - - - - - - - - - - - - - - cL HANDRAIL. 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH I - - - - - - - - - - - - - - - - - - - - Q 5. 6RIPPABLE RAIL AS PER CODE. ZONE (5EE THERMOSTAT FOR ZONE DE516NATION). q. RAILING TO BE WOOD W/METAL SPINDLES 3.INSTALL AS PER MANUFACTURER SPECS. I-1 SMOKE DETECTOR / GO DETECTOR NOTES: , 4.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND w/WEIGHT RATING I ` SECOND - 2 PAD OR OTHER) O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT WEIGHT OF FLOOR r SMOKE /CARBON MONOXIDE COMBINATION DETEB SURFACE (GONG.CTOR SUFFICIENT TO ACCOMMODATE GROSS CONDENSER. I BALCONY HARD WIRED T EACH OTHER w/BATTERY BACKUP. 5. ALWAY5 LOCATE CONDENSER 10' MIN. FROM ANY 6AS _ 18 2 SHALL H INTERCONNECTION BE REQUIRED WHERE EXISTING ALDAtRMS 5 APPLIANCE, AND AT LEAST 3' FROM WINDOWS/DOOR5 WHENEVER POSSIBLE, u I 18 10:12 10:12 ARE NOT INTERCONNECTED, AS PER NYS R314.4. cV 3.PROVIDE SMOKE/GO DETECTORS AS INDIGATE°D, AND HYDRONIG AIR HANDLER: I I Iq PER 6ENERAL ELECTRICAL NOTES ON PACE 6--002. 15 I. PROVIDE (2) NEW HYDRONIG AIR HANDLER(5) BY "RHEEM" 4.SMOKE / GO DETECTORS TO MAINTAIN 3 MIN. OR APPROVED EQUAL 4ORPIE NTAL SEPARATION FROM N65 TO BATHROOMS W S H, OWER OR TUUI5.DUCTS 2.INSTALL (I) UNIT ATTIC, I I I 5. INSTALL ALL AS PER MANU. SPEG.'s 3 THR UPROVIGH WALLSDE AIR I 5 RIGEILING UTION O HABITABLE SPACES I ___- - - - - - - - - - - - _ - - - - - - - - 15 IS 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 4.INSTALLER TO PROVIDE BLOCKING, PIPING, AND IN COMPLIANCE WITH LOCAL CODE ELECTRICAL AS REQUIRED FOR MOUNTING AND WINDOW NOTE: INSTALLATION. O4 I. ALL NEW WINDOWS 4 DOORS SHALL BE MARVIN ELEVATE 5. HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). REQUIREMENTS OF A/G 4 HEATING SYSTEM (SEE _ _ _ _ _ _ _ _ _ _ _ _ _ Q w 3 I _INSTALL AS m 2.NOTED ES NOT NDILGATEU. EC.S. THERMOSTAT EAGH NEW WINDOW PROPOSED; b.PROVIDE HOTFWATcRNGOIDLEAND CONNECT NEW HOT I ( Q O pi<N O SEE DESIGNATIONS 4 WINDOW SCHEDULE. WATER/BOILER COMBO TO NEW COIL. i zm 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "CLASS WIINDOWS AND DOORS" ON PACE 0-002. THERMOSTAT: 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. I6 1. PROVIDE THERMOSTAT FOR 2 ZONES: A-301 I AI 301 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH - ZONE I: FIRST FLOOR - - - - - - - - - - - IS 6.IN 6ENERAL,TEMP. 6L. SHALL BE PROVIDED: - ZONE 2: SECOND FLOOR I q`I��� I I 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF 2. H.D. TO 5ELE07 MODEL; INSTALL AS 12 6.2. SNIINI O,la" ��DINO, 4 BIFOLD DOORS PER MANUF. SPECS HITH6.5. WITHIN 24" OF A DOOR 6.4. WITHIN STAIRWAYS 4 WITHIN 36" OF A L.ANDIN6 IT NEW GUTTER L_ I - 6.5. WITHIN TUB/SHOWER ENCLOSURES 5EE SPEGIFIGATIONS AT ELEVATION NOTES - - - - 6.6. SEE ALSO GENERAL NOTES ON PACE 6•-002 W�NDOW5 (TYP.FOR ALL)U.U.O.N.U.O.N.; DEE PACE 0-05 FOR, FMINOTAT A MINIMUM 18 GUTTER HIGH POINT (TYF.) 1q I 1 6 1q Li� I (2) 2"xIO" HEADER U.O.N. cV IS `FLAT 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER ROOF FLAT NYS R312.2 FOR OPERABLE WINDOWS WITH SILL- HEIGHTS Iq NEW 4"x3" ALUM. DOWNSPOUT (TYF.) Iq ROOF _ I z LESS THAN 24 ABOVE F.F.,THAT ARE MORE THAN-12 I OLu ABOVE GRADE OR THE ADJACENT SURFACE AT THE I IT BUILDING EXTERIOR. �O NEW ATTIC ACCESS - PULL DOWN LADDER: I = p I. MIN. 350 # CAPACITY 10:12 10:12 U EGRESS NOTE: 2.PROVIDE UNIT BY 'FAKRO' INSULATED ATTIC LADDER;ORIN CODE, SECTION R310: THE FOLLOW NG MEAN5OF 2.1.�POUCH DOPE OPEN 22 1/2" X 31 1/2°EOUAL SHED EGRE55 SHALL BE FOLLOWED: 2.2. CEILING HEIGHT MIN. 5'-2 J";MAX, 1'-2 - ROOF - - - NET CLEAR OPENING........... 5.1 S.F. 3.ENSURE SIZED TO FIT MECH. EQUIP. THRU OPENING - - - - - - LU NET CLEAR HEIGHT............... 24" MINIMUM 4.0.-15 HR FIRE RATED I I I - - - - - - - - - MNET CLEAR WIDTH................. 20" MINIMUM 6.WEATHERSTR P AGGE55 OPENING 4 PROVIDE R-4q I I Q INSULATION ABOVE w/WD. FR. (OR EQ.) BAFFLE OR 13'-8" 10'-II" - TYPICAL BATHROOM NOTE RETAINER TO PREVENT INSULATION FROM ENTERING 1q - - - - - - - - - - - - - - - O I. WALL BOARD DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 Iq PROJECT: I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE I I- - - - - - - - - - - - - - ALL BATHROOMS THERMAL ENVELOPE OF BUILDING). L - - - - - - - - - - - - - - - - 1.2. INSTALL CONCRETE BOARD IN ALL SHONMRS AND 'T. INSTALL AS PER MANU. SPEC.'s Iq M A R RA TUB SURROUNDS &.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. Iq 2. SHOWER FLOORS 2.1. NEW TILE FIN15H (H.O. TO SELECT) UPON CONSTRUCTION 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT FIRE RATED DOOR: 15'-8" TOWARDS DRAIN) UPON 21 NEW j HR. SELF-01-051NG STEEL DR. IS I"I 2.5. WATER PROOF MEMBRANE TO COVER 5H0WER FLOOR, WRAP DRAIN 4 ATLEAST IV' UP hVALLS 3. BATHROOM WALLS 64'-3y2" 5.1. PROVIDE TILE FIN15H AT BATHROOM WALILS 22 NEW I-HR FIRE RF-515TANT SHEET ROCK 205 GRANGE ROAD LOCATION T'5I7 PROVIDE " SHEET ROCK AT WALL5 AND GEILIN6 4. 5HOWER NICHE SOUTHOLD NY 11971 4.1. NEW SHOWER NICHE 45"W x 24"H x 3.5"D O NEW LAUNDRY ROOM: DRAWING TITLE: 6 I. NEW WASH /DRY HOOK UP 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s w/51ZF OF EQUIP. PROPOSED ROOF PLAN 3. PROVIDE HOOK UPS AS REEQ'S PER MANU. DRYER EXHAUST NOTE: 1. DUCT SHALL TERMINATE TO EXTERIOR 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY OPENIN65 }�'� 3.DUCT SIZE PER MANU. FROpI- OSEJJ ROOF FLAN PAGE: 4.DUCT SHALLL BE EQUIPPED w/A BAGKDRAFT DAMPER 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO SCALE: I/4" = I -O" _ o . CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO SINGLE LENSTH5, NOT TO EXCEED 8 FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2158A. b.EXHAUST DUCTS SHALL BE MIN 0.016" THK R1611P METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 1 DUCTS SHALL NOT BE CONNECTED DATE: 01/WITH SHEET-IMETAL 3/26 9 OF 1S 5GREW5 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM .DRYER HIGH EFFICIENCY LAMPS: LOCATION TO THE WALL OR ROOF TERMINATION. THE NOT LESS THAN c1O% OF THE PERMANENTLY INSTALLED LIGHTING MAX. LENGTH OF THE DUCT SHALL BE REDUCED) 2.5 FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS,AS PER FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° 2025 NYS EGG R404.1 BEND. THE MAX. LENGTH OF THE EXHAUST DUCT'DOES NOT INCLUDE THE TRANSITION DUCT. HOT WATER PIPING INSULATION: OPROPANE FIREPLACE: MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE T I. PROVIDE NEW FIREPLACE BY "MAJESTIC" OR INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE a M. may ' APPROVED EQUAL FOLLOWING CONDITIONS PER 2025 NYS EGG R403.4 4 R403.5: 2.INSTALL AS PER MANUFACTURER'S SPEGIFIGAThONS AND NY STATE CODE I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING ,T, 3.REFER TO INSTALLATION MANUAL FOR ALL REQUIRED FLUIDS >105°F OR <55°F (R403.4) VENTING TERMINAL CLEARANCES 2. PIPING J" AND LARGER IN NOMINAL DIAMETER 4.REFER TO INSTALLATION MANUAL FOR MANTEL 3, PIPING SERVING MORE THAN (I) DWELLING UNIT INSTALLATION GUIDELINES N �- 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE A 4 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD 9j.� o; "' A NEW EXHAUST FAN SHALL BE INSTALLED WHERE 6. PIPING LOCATED UNDER A FLOOR SLAB �E OS VENTILATION 15 NOT MET BY MEANS OF NATURAL 1. BURIED PIPING CIRCULATION THROUGH WINDOWS OR DOORS TO 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS OUTDOOR SPACES AS PER NYS MEGH. CODE SECTION OTHER THAN DEMAND RECIRCULATION SYSTEMS. 403.5.2.5; INSTALL AS PER MANU. SPECS ELF-VATION NOTE5 OTYPICAL ROOFING: - - - - - - - - - I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR: 4 MATERIAL SELECTION 35' MAX. BUILDING HEIGHT Q BEFORE INSTALLATION 0 / \ W IA FILL IN TYPE, SIZE AND COLOR HERE la O FILL IN TYPE, SIZE AND COLOR HERE M N j� Q Lo C TYPICAL 51DING: _ _ �. O j O � CO O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM j 'C CONSTRUCTION STANDARDS IB I j / N O� Z 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION I� LLJ 4 BEFORE INSTALLATION �NIA—J II � O V ® FILL IN TYPE, SIZE AND COLOR HERE \ C O 0 :3(oD LLLL N 0 C O N ONEW 6" SEAMLESS GUTTERS Q DOWNSPOUTS; j Q O (COLOR) 4 (MATERIAL) (T)'P.) O4 TYPICAL 5/4"x4" 'AZEK' (OR EQ. : I. PROVIDE AT ALL NINDOW/DOORS Ib j Li LL II II II � I 3 n NEW BATHROOM EXHAUST FAN VENT: 3 III-� W O LOCATE VENT WITHIN ROOF SOFFIT. SEE ALSO NOTE ® PLAN. / 3 4 \ 6 NEN HOOD FRAME DECK 8 STAIRS O 6 O O 4 dLLLiD- U 6 6 OELECTRICAL METER: p[ O O I � Q O REMOVE $ RESET EXIST. ELEC. METER AS PER NYS / QILLLU MECH. CODE, 4 UTILITY CO. STANDARDS I - \ W Q NEW COMBI UNIT CONCENTRIC F UE .A.I.: r L /F ��.. ■ 8 O N p � i INSTALL AS PER MA NU. S EG.S F.F. O SEE NOTE ® PLANILLLLL NT: I IL - NEN DRYER O O \ IIII II I I II II II to NEW BLACK HIRE RAILING 3 1 I �u� �u ♦♦^^ I i V♦ I6 a) I II RESERVE O 12 I�u�LLJ �u u RESERVE � 0LiLLLLiL L U Y]LU- I101 O OA OILI 13L B B NEW HOSE BIBLL O _ - JILL 115 F=7 III - -- F.F.- NEW A/C CONDENSER ON GONG. PAD OR OTHER Li - �1 J �I-WJJ u 14 APPROVED GROUND SURFACE (SEE FLOOR F=7PLAN NOTES) TYPICAL 5/4"x6" 'AZEK' FOR EQ. : LIS 13 I6 I. PROVIDE AT ALL FAGIAS 2. PROVIDE AT BELLY BAND 6 NORTH ELEVA71ON (FRONV i� z w - -- �— O I IA V MARRA 3 _ - CONSTRUCTION I6 � I 3 I6 205 GRANGE ROAD 2 SOUTHOLD, NY 11971 4 DR AWING TITLE: � I II PROPOSED EXTERIOR ELEVATIONS IB I LLLLLL 2 3' MIN LLiLLI I PAGE: Mi-3 -iulLiLi- q ILL � I ' I � i -Lu 4 A-201.nOO G OLLL L DATE: 01/13/26 10 OF 18 I 112 i �ulu� LILLI A ----Q .-.,- A. REOR:ADE AT SIDE AND REAR TO AVOID DECK RAILING f i t u k. II ,ICIEST ELEVATION (RIOHT SIDE) SCALE: 1/4" = 1'-0" ELEVATION NOTE5 OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Q CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION w BEFORE INSTALLATION W / W IA _I (`3 FILL IN TYPE, SIZE AND COLOR HERE M N IA C FILL IN TYPE, SIZE AND COLOR HERE IB I IA I O TYPICAL SIDING: 'C N O O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS O C z 4E 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELCTION / I IA a R3 BEFORE INSTALLATION C 0 0 CO O O co +. i/ - N -f Lo ® FILL IN TYPE, SIZE AND COLOR HERE i _ II III O cu I6 % j ��� �L LLJ t L Q � a: 2 O ONEW b SEAMLESS CUTTERS 8 DOWNSPOUTS; 3 3 \ I6 (COLOR) 8 (MATERIAL) (TYP,) 3 3 O4 TYPICAL 5/4"x4" 'AZEK' (OR EQ): 4 I. PROVIDE AT ALL KNDOW/DOOR5 W NEW BATHROOM EXHAUST FAN VENT: O LOCATE VENT WITHIN ROOF SOFFIT. SEE ALSO NOTE ® PLAN. O NEW WOOD FRAME DECK 8 STAIRS O LLL-LLO JJJIJI 111111 11 ELECTRICAL METER LuLiLLL]ilIL OO REMOVE 4 RESET EXIST. ELEC. METER AS PER NYS 6� MECH. CODE, 4 UTILITY CO. STANDARDS F.F. 10 F.F. ONEW GOMBI UNIT CONCENTRIC, FLUE/F.A.I.: 2 8 INSTALL AS PER MANU. SPEC.'S i, ---- -- - -- -- LLL1_ 16 U NEW DRYER VENT: LL 0) O SEE NOTE ® PLAN iLLiLL I to NEW BLACK WIRE RAILING 4 2 ^ Q D W O II RESERVE 4 LLLI � loa III � 0 12 RESERVE _ — F.F. — L44 14 6 13 NEW HOSE BIB 6 13 NEW A/C CONDENSER ON GONG. PAD OR OTHEIR 14 APPROVED GROUND SURFACE (SEE FLOOR RE6RADE AT REAR DECK TO AVOID RAILING PLAN NOTES) TYPICAL 5/4"xb" 'AZEK' (OR EQ): Ib I. PROVIDE AT ALL FACIA5 2. PROVIDE AT BELLY BAND SOUTH ELEVATION (REAR) 5GALE: 1/4" = I'-oil z IA I PROJECT: MAR RA CONSTRUCTION --- -- ------- I6 205 GRANGE ROAD 4 SOUTHOLD, NY 11971 ° 2 DRAWING TITLE: I , ° 2 PROPOSED EXTERIOR ELEVATIONS Ll I IB 18 3 PAGE: 16 ! I A-202mOO -LLLLLLLL 2 DATE: 01/13/26 11 OF 18 OiLLLLLL O 4 iLiLLLLL 6 Cj M R 0 3.. SL Y' j 6 14 EAST ELEVATION (LEFT SIDE) 03 4 , N�� SCALE: 1/4" = 1'-0" BUILDING SECTION NOTES 35' MAX. BUILDING HEIGHT NEW ROOFING NOTE (TYP.): OI I. INSTALL NEW ASPHALT ROOF SHINGLES. / 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS GO GT O 5 5.INSTALL (1) LAYER OF 15# BUILDING FELT UNDERLAYMENT PER PAGE 6-003 (OR EQUAL) FOR PITCHES OVER 4:12, AND (2) LAYERS PROPOSED SECOND RIDGE HEIGHT- NEW RIDGE Q -- FOR PITCHES FROM 2:12 TO 4:12, OVER ELEV. +31.2' W 4.1/2" GDX PLYWOOD 5HEATHINC (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE d HIPS (AS REQ'D) / Q�P� J m b.PROVIDE RIDGE VENT (AS REOV) 1. FLASH ALL VALLEYS M N 'D b.INSTALL DRIP EDGE A5 REO P.� 12 Q C LO CONNECTION A AS ,d q. INSTALL ALL AS PER MANU. SPEC.'S I PER PAGE 0-003 PROP. FIRST RIDGE_HEIG_HT NEW RIDGE ?- p 10 � 0 ONEW ROOFING NOTE (TYP): ? Q O � (0 I. INSTALL NEW STANDING SEAM METAL ROOFING. ELEV. +26.5' / _ 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO 12 PROP. RIDGE AS PER PLAN s '4S 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS 4 5.INSTALL HENRY BLUESKIN PE2OOHT SYNTHETIC. ROOF �` 3 UNDERLAYMENT (OR APPROVED EO) OVER Q-4� oA N N PR ATTIC ��� I CONNECTION 'BI' A5 > XO -le N 4.1/2" GDX PLYWOOD SHE (BLOCK ALL SEAMS) rp `N PROFP G.J. AS PER PLAN '� PER PAGE C-005 C 5. CALV. METAL GAP OVER RIDGE d HIPS (AS REO'D) P 4S ' O O m .- � b.PROVIDE RIDGE VENT (AS REQ'D) / �-� ' �` AIR 3 O 7. FLASH ALL VALLEYS Q' PROPOSED A�A HANDLER NEW R.R. TO G.J. C N O Lo S.INSTALL DRIP EDGE AS REQ'D CONNECTION BI AS 0 ATTIC 4 O PER PACE C-005 5 t' Q r— 0- O q. INSTALL ALL AS PER MANU. SPEC.'S NEW R.R. TO G.J. PROP. G.J. AS PER PLAN O TYPICAL ROOF 8 CEILING CONSTRUCTION: NEW ROOFING AS NOTED 1 PROP. G.J. A PER PLAN 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWID / SEAMS) R.R., G.J., $ G.T. AS NOTED ON PLAN5 (® SPANS OVEP, _ 5' INSTALL "X" BRIDCINC ® CENTER OF SPAN, U.O.N) r R-441' BATT INSULATION `1 = PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES: - NEW EXTERIOR WALL CONSTRUCTION (TYP): / ' PROPOSED PROPOSED � PROPOSED HALLWAY � BATHROOM#3 W.I.G• 4 � \ O HOUSE MEMBRANE (SEE 51DINO NOTE FOR SPEC.'S) UPON BATHROOM#2 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYI^= =ry 5 ♦ , SEAMS) UPON PROP05ED SECOND FINISHED_ FLOOR a� U 2"xb" STUDS ® I6" O.G. w/DBL. TOP PLATE ELEV. +11.7' MIN. R-51.5 SPRAY FOAM INSULATION 5/8" GYPSUM B[ID. cV '1 bB b b b 7 6B b 6 b W WALL FINISH / NEW SIDING NOTE (TYPJ: - --- -- ---- --- - - --- - - \ �� I. INSTALL NEW VINYL 51DINC AS PER ELEVATIONS UP04N PROP. F.J. AS PER PLAN ■ �� O 2."TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON 5.EXTERIOR WALL CONSTRUCTION AS NOTED SEPARATEELY 4.INSTALL ALL ASN PER MANU. RIM5PEO.'sFO r 5. PROVIDE ALL NECESSARY TRIM FOR PROPER i••• INSTALLATION b.SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL OTYPICAL FLOOR CONS LEC TIO�1_ MODIFIED GREAT PROPOSED KITCHEN F� � PROPOSED O b I. FINISH FLOORING TO SELECT 2. 5/4" T4G GDX PLYWD. 5UBFLOOR c CLUED b SCREWED i ROOM o o a 3. F.J. AS NOTED ON PLANS - AT SPANS OVER 5 INSTALL � MODIFIED HALF-BATH BAROOM#I 'X' BRACE ® MIDSPAN O GARAGE 4. MIN. R-50 (ONLY BETWEEN FIRST FLOOR AND 0 FOUNDATION) 5 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOIeTS EXIST. FIRST FINISHED FLOOR ELEV. +I.T -- ���_- — 6 b r NEW WOOD FLOOR: r _ 1. NEW WOOD FLOORING, FINISH TED BY OWNER I EXKIST. P.J. AS PER PLAN ' I I NEW TILE FLOOR: ELEVL AVERAGE GRADE)+O p z bB I. NEW TILE FINISH (H.O. TO SELECT) UPON I I I I I I ~ 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON 3.NEW " DUROCK CEMENTBOARD (OR EQUAL) UPON I m I I I MODIFIED BASEMENT I I L O 4.NEW " T$6 PLYWOOD SUBFLOOR: T UNFINISHED / UNCONDITIONED OTYPICAL BATHROOM NOTE: 6 10 I I PA-402 to I I w I. WALL BOARD A-4O2 I I A-402 I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ALL BATHROOMS EXIST. BASEMENT FINISHED FLOOR 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND ELE�/ _5 Q-----'------ — — — TUB SURROUNDS — — — — — — 2. SHOWER FLOORS — — — � — — — J 2.1. NEW TILE FIN15H (H.O. TO SELECT) UPON 2.2. CONCRETE MUD-SET(SLOPE I/8" PER FOOT TOWARDS DRAIN) UPON SGTI Oil 1 - 1 / -�O I DOOR SCHEDULE 2.5. WATER PROOF MEMBRANE TO COVER SHOWER FLOOR, WRAP DRAIN d ATLEA5T 15" UP WALLS DOOR MATERIAL SCALE: 1/44" = I'-O" �] FIRE RATING TAG DESCRIPTION MANUFACTURER Q d 45 MIN. RATED NOTES WIDTH HEIGHT �- Q SELF-CLOSING ALL NEW WINDOWS SHALL BE MARVIN ELEVATE; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "0-005" FOR NAILING STRAPPING DETAILS. FI RST FLOOR SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER 101 SINGLE SWING THERMATRU 3'-O" 5'-0" I� FULL GLASS FINAL DIMENSIONS FOR FRAMING OF WINDO�W5 TO BE PROVIDED BY WINDOW MANUFACTURER JJ CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS w 102 SINGLE SWING JELD-WEN 2'-6" 5'-O" • WINDOW CHART o EGRESS CLEAR 105 SINGLE SWING JELD-WEN 2'-5" 8'-O" v ROUGH OPENING WINDOW DIMENSION OPENINO TAG COUNT TYPE MODEL # WIDTH REOti: 20" TEMP. 104 SINGLE SWING JELD-WEN 2'-41, ��iHEIGHT REQ'D: 24" 105 SINGLE SWING JELD-WEN 2'-6" w WIDTH HEIGHT WIDTH HEIGHT OPEN REOV: 51 S.F. 11 DOUBLE RENG ELDHP3654 3'-O 7_O 4 2'-I I 6'-I I YES N 106 SINGLE SWING JELD-WEN 2'-4" J 5'-O" ��� 2 C DOPIC URHUNG ELDHP4254 3'-6 7'-O 3'� 6'-II YES ® 10-I DOUBLE SWING JELD-WEN 412�„ 5'-O" PROJECT: —A C I IL CASEMENT ELGA2a55 E 2'_5:: 4'-7 ill 2'-4 :: 4'-7 �11 NO ® 105 DOUBLE SWING JELD-WEN 4'-- J o 5'_O: D I CASEMENT ELCAF7347 6'-I" 5.-II 6'-O" 3'-II �" NO N IOq SLIDER MELVIN 5'-O" 5'-O" • • MARRA 0 � 0 ELEVATE �]00 CONSTRUCTION E IL 5 CASEMENT ELGA37501 E 3'-I" 4'-II :: 3'-0" 4'-II j:: YES 110 SINGLE SWING JELD-WEN '-4" 5'-O"2 4 CASEMENT ELGA3747 E 3'-1" 3'-11 i:: 3'-O" 3'-11 ill NO III SLIDER 12-O:: 5-O MELVIN �E ELEVATE • • 0 5 CASEMENT ELCA3735 E 3'-1" 2'-11 J" 3'-O" 2'-11 NO 112 SLIDER 0„ 5-0„MELVIN 205 GRANGE ROAD 4ILDOUBLE HUNG - ELEVATE 5- 7_ SOUTHOLD, NY 11971 PICTURE ELDHP3672 3-6 YES 113 SINGLE SWING JELD-WEN 2'-6" 5'-O" I I AWNING ELAWN4127 4'-1" 2'-3 J" 4'-0" 2'-3 J" NO7= DRAWING TITLE: 114 SINGLE SW 2ING JELD-WEN -61: 5-O • �� 115 GARAGE TBD q'-O" 5' BUILDING SECTIONS -O" 116 BARN DOORS TBD (2)4'-0" 5'-0" SCHEDULES —7� FSECOND FLOOR 201 SINGLE SWING THERMATRU 3'-O" 5'-O" -T I • I�� FULL GLASS PAGE: 202 SINGLE SWING JELD-WEN 2'-6" 5'-O" 203 SINGLE SWING JELD-WEN 2 4 5 011 j • I�� 204 —T SINGLE SWING JELD-WEN 2'-4" 8'-O" 205 SINGLE SWING JELD-WEN 2'-6" 5'-0" DATE: 01/13/26 12 OF 18 206 SINGLE SWING JELD-WEN 2'-4" 5'-0" 207 SINGLE SWING JELD-WEN 2'-6" 5'-0" 205 SINGLE SWING EL -HEN 7'-O" 209 LIFINGLE SWING JELD-W 2'EN -4" 7'-O"S MELVIN „ „ 4 2107 SLIDER ELEVATE 5-O 5-O 211 SINGLE SWING JELD-WEN 2'-0" 01 BASEMENT FLOOR 001 SINGLE SWING THERMATRU 3'-0" 6'-5" 002 SINGLE SWING THERMATRU 3'-O" b'-5" ���� DECK BOARDS P.T. DECK JOISTS AS NOTED ON PLANS 5/4" x REO'D a HEIGHT P.T. RISER . ° o o Q o o 0 5/4"xb" P.T. - - - - - - - - -- -- Lu DECK BOARDS \ W 2"x BLOCKING ® EA. -J (>3 % STRINGER TO MATCH SIZE M N o \ NOTE: OF P.T. DECK JOISTS Q C LO i HANDRAIL TO BE PROVIDED WITH 0-)� � � �I (4) OR MORE RISERS FASTEN STRINGER TO O \ O BLOCKING (MIN. 6 _ -� Cp r N }: O NOSING FASTENERS) O C L0It— z ' 2"xl2" P.T. STRINGERS ® I6" 0- r 4" THK. x R WIDE x WIDTH O.G. (MIN. 5 STRINGERS ® �' XO U N OF STAIR P. GONG. PAD C \II EA. STAIRWAY) O O m s O LO C N O c6 2"xb" P.T. BLOCK IN BETWEEN - EA. STRINGER. FASTENED TO -. NOTE: Q O n- b P. GONG. PAD w/ Iq/64" x m ALL DEGKIN6 SHALL BE FASTENED 3-I/2" CONCRETE SCREWS BY t'- w/COATED DEGKIN6 SCREWS BY "GALIBURN" (OR EQUAL) - MIN. "DECK MATE" (OR EQUAL) (5) SCREWS PER BLOCK 10" MIN. / o GRADE GRADE ^♦ � d- W • — 0 0 0 I 4 EXTERIOR MOOD STAIR DETAIL. I. CREATE WINDOW OPENING 2. APPLY WATER-RESISTIVE BARRIER; 5. APPLY SILL FLASHING AND 4. INSTALL WINDOW AND APPLY 5. APPLY HEAD FLA5HIN6 6. FOLD WATER-RESISTIVE BARRIER A-4OI.00 SCALE: 5/4" = I'—O" v • GUT MODIFIED AND WRAP AROUND SILL WINDOW SEALANT JAMB FLA5HIN6 DOWN AND TAPE OVER GUTS AND SIDES OF WINDOW OPENING W M PROVIDE 5" (MIN) GONG. COVER OF ALL REBAR WITHIN P. GONG. FOUND. WALLS 4 P. GONG. FT6'S. PROVIDE STRAPPING 4 NAILING AS PER CONNECTION 'D' IN ' TYPICAL NAILING/STRAPPING v WATER-RESISTIVE 5ARRI ER WIND LOW F ASH I NO (EXTERIOR DOORS FROM WI NDOV"`l`I MANUFACTURER) PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" L PER ENERGY TABLE ON PAGE 6-005 ® EA. STUD. < ■�. SCALE: NT5 (WHEN APPLICABLE) ♦V^♦ FLOOR SYSTEM AS NEW (2) 2"x6" P.T. SILL PLATES NOTED ON PLAN UPON SILL SEAL UPON COPPER EXTERIOR SHEATHING AS TERMITE SHIELD PER SECTION NOTES SIDING MATERIAL AS NEW 5/8 HOOKED ANCHOR "cC PER SECTION NOTES PER ® 59" O.C. w/ 5" SQUARE WASHER 4 ENDNUT BUILDING PAPER 4 HOUSE WRAP TO FULLY OVERLAP FLA5HIN6 EXIST. STUD WALL FLA5HIN6 <I GJ HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE 5/4"xb" P.T. DEGKIN6 SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. 5PEC.'s; (U.O.N. ON PLAN/ "II° PLANS AND NOT PROJECTING MORE THAN 414=" INTO GAP FOR SECTION/DETAILS) #4 HOOKED VERT. II PITCHED META L STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT DRAINAGE REBAR ® 45" O.G. <��a JOIST HANGER BY LII 'SIMP5ON' OR EQUAL - II \ FINISHED FLOOR a I I, METAL DTT DECK TENSION ASPHALTIC DAMP jl GRADE "Z" PROOFING TO EXTERIOR II JOISTS AS PER PLAN FASTENED w/(2) TIE BY 'SIMPSON' (OR FLA5HIN6 — ', , lY2" MIN. SPACE BETWEEN LA6/BOLTS ® II6" O.C. MUD SILL � \ EQUAL) I I WALL AND HANDRAIL \ COUNTER I _ RIM BD.;WHEN ® FOUND. WALL FASTEN FLA5HIN6 P.T. DECK JOIST w/(2) 5/6"m x 5" LONG APPROVED I X g/4" PINE RISER \ MASONRY ANCHORS ® Ib" O.G. AS PER PLAN I� Q P. GONG. FOUND. WALL 5/4" PINE TREAD STANDARDS FOR ORIFFABLE HAND RAIL EXIST. FOUNDATION WALL (MIN. 4000 P51) I ' I 50ALE: NT5as lo" GROSS SECTION -401.00 - DOR GONNGT I ON DETAIL �i° #4 HOR. GONT. REBAR dJ z HANDRAIL ( TOP, MIDDLE, 4 BOTTOM OF °II z MIN. 5GALE: 1" = 1'—O" WALL (3 TOTAL) —�— I ROUNDED NOSING GLEARANGE GIRGULAR NON—GIRGULAR w/Y4" RADIUS W (NOT INCLUDED IN 2 II ° — m TREAD DIMENSION) I 4"_&Y4" .,I P. GONG. CONT. FTC. �p Z �� PERI— -U/4�� (MIN. 4,000 P51) ' „ I� .a - E MIN �411-211 METER MAX. (5) #5 HOR. CONT. REBAR j4 - 0 I O 4" P. GONG. SLAB 11 a v PROVIDE STRAPPING 4 NAILING PROVIDE 5" (MIN.) GONG. COVER AS PER CONNECTION 'E' IN I "TYPICAL NAILING/STRAPPING \�� U v )� J OF ALL REBAR WITHIN P. GONG. �,�_ � J ° - FOUND. WALLS 4 P. GONG. FTG'S. REQUIREMENTS FOR UPLIFT, ( �\ �1 ��l? v��l_11 �.�! \. - Lu �J SHEAR, 4 LATERAL RESISTANCE" 6 MIL POLY_._ _ I ON PAGE 6-005 ® EA. STUD. I —MOISTURE I RETARDER I - 0 to (2) 2"x6" P.T. SILL PLATES 4" GRAVEL BASE - 3 I 3" 4" P. GONG. SLAB UPON SILL SEAL UPON COPPER I I _ I I'-4" (5) 2"xl2" !STRINGERS ® w/ R-21 TERMITE SHIELD - PROV. GLEAN I I PROJECT: INSULATION, IF UNIDERSIDE 15 FAGIN6 It NEW 5/8"� HOOKED ANCHOR COMPACT FILL STORAGE//NON-HABITAL SPACE m \ \ \ / CENTER 4IUPPER j OF SLAB BOLTS w/5" SQUARE WASHER 4 \ SECURED IN PLACE DURING POUR ENDNUT;SPACING AS INDICATED MAR RA ON 6-005 6 MIL POLY Y/2" GYP. BD. MOISTURE RETARDER ASPHALTI G DAMP CONSTRUCTION STORAOE: UNDER ° - PROOFING TO EXTERIOR � FOUNDATION V�IAL.L_ D�TA I L. (WHEN AFFL I OALBE) ) y A-401.00 GRADE 5GALE: 514" = 1'-0 JL �\ c �; I 205 GRANGE ROAD 'T '. 4" 6 I I — 1 1 Ild 8, SOUTHOLD, NY 11971----- — #4 HOOKED VERT. REBAR ® 48" O.G. All ° X — I Q TREATED 2"xl2" SILL FOR CONTACT #4 HOR. CONT. REBAR ® TOP 4 I I I I I t .II � w/GONG. (IF APPLICABLE) BOTTOM OF WALL (2 TOTAL)- - jl DRAWING TITLE: M FINISHED FLOOR IP. GONG. FOUND!WALL II - —�- DESIGN DETAILS - p- PROP. P.T. BM. AS (MIN. 4,000 PSI) NOTED ON PLANS --- I IP. GONG. CONT. FT1 I (MIN. 4,000 PSI) I NEW SIMPSON 6ALV. A04 POST GAP (OR EQUAL) (5) #5 HOR. CONT. REBAR— NEW 4"x4" P.T. POST - c-.- NEW SIMPSON GALV. ABA44Z PAGE: _PROV. GLEAN _ _ `m ( POST BASE (OR EQUAL), COMPACT FILL NOTE: IF DISTANCE BETWEEN DECK 4 6RADE PROHIBITS I'-4" P.T. DECK JOISTS PER POST INSTALLATION, BM. MAY NTER I OR WOOD STA I R DF-TA I L. I I PLAN w/ 51MP50N 6ALV. BE INSTALLED DIRECTLY A-401.00 JOIST HANGERS UPON 51MP50N ABUT P05T A-40LOO SCALE: 5/4" = I'—O" - BASE (SIZED TO MATCH BM). 6RADE I I 12"4) '50NOTUBE' FILLED d II SOLID w/ P. GONG DATE: 01/13/26 13 OF 18 . ll a (MIN.4,000 P51) O ARAOE FOUNDAT 1 ON WALL. DF-TA I L. ° A-401.00 150ALE: 5/4" = I'—O" a a a O a : � pca r.. a Q K 3 \` —a �; 0 �1b C�� EXTERIOR W DETAIL DEC,< DETAI � � A-401.00 50ALE: 5/4" = 1'-0" 2'-0" LAP FOR CONNECTION OF STL. COL. TO (2) 1-5/4" WIDE (TYP) L\/L LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER OR 5.5" WIDE PSL IL ----------' I I it w t. J OYIDE BEAM SPLICE 8 FLOOR SYSTEM A5 m M ------------ -- — 4TERED ABOVE COL. (4) 5/a" H.D.G. LAG NOTED ON PLAN N I I i1 =N NOTED ON PLANS BOLTS (PREDRILLED) Q Lo I — — — — — — NEW STL. GAP PL. 'A', 'B', FLOOR WOOD BE C CT)AS NOTED ON PLAN OR G (PER BEAM GONF16� _ _ WELDED TO COL.;SEE GAP r- � II i� FL. DETAILS " O "p T- (II I II O / � — — — 3-I/2 OR 5-I/2 (AS _ � � �- - f —I I— NOTED ON PLAN) O.D. 'C N O #5 REBAR (TYP) IL I I I = I SASE PLATE 'A' WELDED 5CH 40 HOT DIP GALV. O C z d. 1 n I TO COL.;SEE BASE PL. 5TL. COL. (A5TM AI25) '— #5 BENT I DETAILS FOR BOLTING AS PER FOUND. PLAN BY O U N — — — — — O ��� O — — — — — — 51M5 STEEL (OR EQUAL) O O m � REBAR (TYP) N t I I I _ -: PROVIDE GOLD JOINT L — — — — — — — — — — — — AT GONG. SEAMS (TYP) 4" THK. P. N Q I I I 5/5 THK. I i i I I I GONG. SLAB Q 0 STL. PL. ��, /tj 5/b" THK. H.D. OALV. PL. Cd v d v d GAP PLATE 'B' ° d v ° ° ° ° d ° v FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE 4" GRAVEL BASE � d LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE vT DIMENSIONAL LUMBER OR 5.25" WIDE PSL -- COMPACTED FILL CORNER C:ONNEGTION 4a"x4b"x24" DEEP ° d _a�______________ P. GONG. PAD FT6. 'a 7--a ire_ (MIN. 4,000 PSI) _ °° m ° _ �5„ 5„ NEW (5) #(o HOR. REBAR 4-a UPON (5) #6 HOR. REBAR ' ` ■�� .OV I DE BEAM SPLICE 8 I (16 TOTAL) v #5 REBAR (TYP) 2'-0" LAP '4TERED ABOVE COL. (4) 5/a" H.D.G. LAG _ (TMP,) EN NOTED ON PLANS BOLTS (PREDRILLED) — — — — — 4-0 - - - - - 2 IF-------------- I — - ----- I STEEL COLUMN 4 FOOT I NO DETA I L '— (n ------- ---Ih---IL--I�------- — — — — A-402.0 SCALE: 5/4" = I'—o° II 5/a THK. I'\ STL. PL. I� " �4 I I 5/a" THK. H.D. J I I II OALV. PL. Q #5 BENT i i i i GAP PLATE G 8 TH I GK RE I NF'ORCED CONCRETE I. I REBAR (TYPJ 24 DIAMETER INLET 2 FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE LVL �iO�ER; I ��- C✓ D UNDER DRI� WY LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL COVER TO EIE TRAFFIC BEARI NO SLAB ORATE I$ FRAME; IF LUMBER OR 5.25" WIDE PSL, AS WELL AS (2) 1-5/4" WIDE PLACED UNDER 1DR1\,/ENA"r LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER O RA55 SHOULDER ,AREA OR ORATE TO BE CAST IRON I DEFINED SURFACE IGOVER 'T' GONNEGTION 0o 81� — =Nol V -- 2 II I ( I - g RBAR CVRLAP DETAILT A /4 — ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _ /A-402.0Z05-1/2" SCALE: 5/4" = 1'-O" � — I I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ O.D. SGH. 40 HOT � '� 1 I � I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I I �— DIP OALV. STL. COL. — (ASTM AI25) AS PER (� —I I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ PLAN WELDED TO PL. OL ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ - �� b"x5"x5/V THK. I ( I I q � STL. BASE PL. (4) 1/2" HOOKED ANCHOR — — BOLTS EMBEDDED INTOI— FOOTINO MIN. 4 W/ OVERSIZED WASHER z i., END NUT SETUP �y PRECAST GONG. W GROUND LEACH I NO R I NO. SEE BASE PLATE 'A' WATER CALCULATIONS ON SITE PLAN FOR REO'D 2'-011 D I AMETER A5 2'-O" EFFEGTI\/E DEPTH STEEL COLUMN CAP I$ BA5E PLATE DETAILS "' N. PER SITE PLAN MIN. Q NOTE: A-4o2.0 MIN I. IF FINISH MASONRY USED (SUCH AS SCALE: 5" = 1'-O" BLUESTONE) - MASON TO ADJUST GLEAN SAND I$ ORAVEL FILL PROJECT: HGHT OF LANDING AS REO'D TO ACCOUNT FOR FINISH MASONRY MAR RA 2. ALL HORZ.SURFACES SHALL BE PITCHED 0 1:48 AWAY FROM BUILDING 5. FOR SLABS ABUTTING FRAMING, INSTALL �/ �� CONSTRUCTION COPPER FLA5HIN6 FROM 12" ABOVE AND I I D R I Y `L L L I T 1�I L ADJACENT TO SLAB, BED ALL FLA5HIN6 IN ASPHALTIC MASTIC, 4"P.GONG.SLAB IA-402.CLI W bxb 10/10 MM SCALE: 1/2" = 1'-0" STAIR DRAINAGE CALCULATIONS: I" UPON COMPACTED STAIR WIDTH = 5'-0" (TYFQ FILL 205 GRANGE ROAD PROPOSED NEW AREA= 50.5 S.F. GIAE SOUTHOLD, NY 11971 50.5 5q,. Ft. X O.I'I= 5.111 REBAR BENT TO 5.1a/5.1= 1.7 VERT. FT. OF 2' DIA RING REO. SLAB AS SHOWN • =--'-- PROVIDE (I) 2' DIA. X 2'-0" DEEP STORMDRAWING TITLE: WATER LEACHING 5Y5TEM i DESIGN DETAILS (1) #4 REBAR ® EA. ;5 %:REBAR ` ti STEP;5" GVR 0 END5 % . • \\ \\ \\ \\ \\ \\ \\ /\/\/\/\/\ / / / / / \\/\\/loll ° \/ PAGE: LANDING MIN. FILL z /\/\/\/ a• ii'i' • \ \/�\\//\\/ m� • ° REBAR ® 10"' \\ \\ \\ \\ \\ z O / / // / / / / / / y u- A 0 2 ■ 0 0 4" P.GONG.SLAB w/ 2"x4" r ' ,�� \\ \\ \\O.G. (MIN. 5) \\ \\ \\ \\ \\ \ _ LL 6"xb"-lo/lo W.WM. KEYWAY ° a y� � \/\/\/ �� �� �� ��\/\/\/\/\/\ O UPON COMPACTED FILL •, ii Ii \ \ // // 4"DRAIN CONNECTED a / DATE: 01 13 26 TO 506.DRYWELL a✓i�i �.,// // / / PLACED BELOW PAD �oi� ,y.\\ \\/\\ \\ \\ \\ \\ \\ \\ \ 1 //\//\// 14 OF 18 ALL P. GONG. \\/ SHALL BE \ \/ 4,000 PSI (MIN.) #4 REBAR CONT. ® IO" O.G. (MIN. 5'.) + / / ' (I) #4 REBAR CONT. 1I \\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 11, // // // // // // // #5 BENT REBAR ® 12" O.G. \/\/\/\/\/\/\/\/\/\/\/\/\ I • / / / / / / / / / / / / / b' THK. P. CONIC. WALI_ \ \\ (l) #4 REBAR GON 1'. I I° a� \ \ \ \ \ \ \//\\//\\//\\ c_ \/ W, WIDE x 12" DEEP \ \j/\\j/\\j/\\j/ , P. GONG. FTC. (2) #5 HOR. REBAF. 12 EXTERIOR MA50NR`I' STAIR DF-TA I L A-402.0 SCALE: 5/4" = 1'-0" OE I `FERAL EXISTING TO BE PEM01_I5HEP NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. EXI5TIN6 TO REMAIN WHEN APPLICABLE) < Q --.----{ NEW WOOD FRAME (L.C�. NEW FOUNDATION WALL I---I 5TL. WHEN APPLICABLE) W W J m NEW I-HR FIRE RATED ElMIN. (2) 2"x4" STRUCTURAL Q N WOOD FRAME (L.6. 5Tl_, P05T FOR 4" WALLS Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. r- NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5Tl_. N >I': O WHEN APPLICABLE) 00. •C Lro- Z f >' XO V N C 57RUOTURAL PLAN NOTES P05T 8 COLUMN DESIGNATIONS: O m 4 POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED 62'-3y2" N . = Ln AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED O O (2) 2"xb" P.T. SILL PLATES hi/COPPER TERMITE SHIELD BY OTHER CONSTRUCTION DOCUMENT NOTES # STANDARD O $ SILL SEAL FRAMING REQUIREMENTS, 13'-O" 4'1'-3y2" ANCHOR BOLTS AS PER PAGE 0-003 P. GONG. FOUND. WALL A5 PER DETAIL UPON A2 (2) 2"x4" POST B2 (2) 2"xb" POST I_O •i-by2 7-by2 7 by2 "I by2 •1 by2 '1-by2 I-O P. GONG. FOOTING AS PER DETAIL ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR B.O. FOOTING V-O" BELOW GRADE MIN. A3 (5) 2"x4" POST B3 (5) 2"x6" POST 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN APPLICABLE) AIR ENTRAIN P. GONG. FOR PORCHES /PA7I05/ A4 (4) 2"x4" POST B4 (4) 2"xb" POST STOOPS (WHEN APPLICABLE,) - . - . - . _ _ - _ _ _ MASON TO ACCOUNT FOR FINISH STONE ON THIN 'SET - . - .. ___ �.. - _ - , - - _ - . r - . - �. -_ - -_ , - -_ FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLIE) AS (5) 2"x4" POST B5 (5) 2"xb" POST - - ° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ``. - - 6 4_J ID HOLDOWN (FOUNDATION TO IST FLOOR): ®� 4"x4" POST �---� b"xb" POST - I-O' _ _ _ _ _ _ _ _ _ _ _ ry ■ HOLDOWN 'I AS PER PAGE 6-003 n' " " ' =ry (2) 2" x 10" FLUSHED (2) 2" x 10" FLUSHED OA x8 DEEP P. GONG. CONTINUOUS FOOTING U 4 xb POST E.-n 8 x8 POST - - - - - - - - - -J GIRDER GIRDER 4� AS PER DETAIL 5/A-401 (TYP) � U ���, �U� � BEAM POCKET: 3-1/2" O.D. 5GH 40 5-1/2" O.D. SCH 40 I - - (2) 2"xx 100"" FLUSHED 6 6 6 6 6 6 I ■ O3 STL. COL. (ASTM � STL. COL (ASTM I. POCKET SHALL PROVIDE BEARING SUPPORT To, FULL 6 H O 8 ID WIDTH OF BEAM, FOR A LE140TH OF � THE WALL AI23) BY RIMS AI23) BY E cV b 6 THICKNESS (3.5" MINIMUM). STEEL (OR EQ.) STEEL (OR EQ.) - _- - _ - _- - _ - U 2. PROVIDE �" AIR SPACE AROUND ENDS AND TOP OF ; ; ; , , ' � NEW WOOD REAR BEAM TO PROMOTE AIR CIRCULATION TYPICAL DOOR/WINDOW HEADER NOTE: ID I ' _ _ _ _ _ - - - - _ DECK ABOVE QO w _ O ■- 3. PROVIDE COPPER FLASHIN15 BETWEEN ALL WOOD AND PROVIDE (2) 2"xIO" HEADERS AT ALL DOORS 8 WINDOWS,U.O.N. ' F -I = - -1 4 � ♦/� 4. BEAMCONCRSHALL REST TE ACES ON 6ALV. STEEL SHIMS;GROUT IN SEE PAGE 6-003 FOR NAILING/STRAPPING/FRAMING REQUIREMENTS I \\\ z Q® 0 V (BY OPENING WIDTH) THAT SHALL BE PROVIDED, U.O.N. , Q PLACE ONCE BEAM PLACED. SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: 7 NEW 2"xIO" F.J. OTYP. STL. COL.: SEE NOTED DETAIL AS PER PLAN 8 PAD FOOTING - _ 4-�'-3y2" 4,5"x48"x24" DEEP P. GONG. PAD FOOTING AS 2i PER DETAILIO-A/402. L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - EN DN NEW REINFORCED P. GONG. SLAB ° O I. NEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.W. UPON POURED CONCRETE AND STEEL REINFORCEMENT NOTES: I 9 2. b MIL POLY VAPOR BARRIER UPON 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I 3 3 3. 4 (MIN) GRAVEL BASE FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND + NEN I I 2 DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN65. 2 BASEMENT Ob FOUND 4 POSTS FOR WD. DECK: I ADDITION; O = WD. P.T. POST a P. GONG. PIER UPON FOOTING AS PER 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION m SAME cv DECK DETAIL (TYP) SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR HEIGHT 0% _ MODIFIED BASEMENT cV r ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER I f UNFINISHED /UNCONDITIONED FOR WOOD 5TAIR5 ® GRADE. ENCOUNTERED. a I - I 45 S.F. �? - 0-1 4" THK. P. GONG. PAD 8" WIDE x REQ'D LENGTH UPON !Y 6-10" CEILING HEIGHT t 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. • ' p U 6" GRAVEL UNDER 2'1 P.T. STAIR STRINGERS ® I z N 0 !L MAX. 16" O.G., U.O.N. (MIN. 3 STRIN6ER5) 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT 0 m 2b DAYS AND SHALL CONFORM TO THE CURRENT AGI 315 CODE. I F T TYPICAL LEDGER BOARD �a� EXT. DECK: I 2 � N ® - n� O8 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL 2JOl' 12'-2" 4 W I `9 2. SECURED W (2) 5/8" (V x 5" LONG H.D. GAL. LAG BOLTS A5TMA615 GRADE 60. MM FOR SLAB5 DO NOT NEED TO BE _ 4 L - - _J ®- - - - - - - I 3 w I I D R A I ® I6 O.G. COATED. SLOP d 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 51MPSOPN' (OR 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS I 4 I = EQUAL) - - - •- - - - - 4. FOR EXTERIOR INSTALLATIC>NS, PROVIDE FLASHI INC, SHALL BE STAGGERED. ID - - - TUCKED UNDERNEATH SIDINGi S SENT OVER TOP LEDGE 'I PROVIDE MECHANICAL DEVICES TO HOLD STEEL 8 HARDW ARE IN _ �� � `fl OF LEDGER BD. PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, I I INr 5. SEE DETAIL 2/A-401 GOVERAOE5, AND PLUMBNE55. - O (5) FULL HOT. L5L 5TUDS 9, CEMENT SHALL CONFORM TO ASTM 0-55 FOR STANDARD WEIGHT I F �„ I I- r EXIST. (5) 2" x 10" -1 F_ � 3 1 I I r2-0�2 -I� - D Off PIPED GIRDER - i II I L _ J L - _j L - J L _ J CONCETE - GOLD WEATHER POURING k CONCRETE MIXTURE •° - -�I _ I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF I i V CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE I I EXISTING _ I 3'-8" 4'-2" 3'-6" HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 6ARA6E _ -' 1 SLAB ' 2(X ON EN LV I _j 2. SPECIFICITY OF CONCRETE DE516N MIX SHALL BE BY OTHERS. - 2 ABOVE I • ` '� I 0 0 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL Ory ( NEW UP - O CONFORM TO AGI 306. m 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / I SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO TEMPERATURES WITHIN 10° F OF CONCRETE. I ° I - ( `9 u, 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. _ I I I � - - REMOVE AS REQ'D. 5 I m • • I 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE I j I - 0, PROJECT: PERMITTED WHEN NECESSARY. I d)x-?q iv ry Q NEW WOOD =cV -7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55o F OR H16HER H0 FRONT PORCH - - - 6 -0 - - - - - - - - - - _ _ _ _ - - - - - - - MAR RA AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. I I tt z 0-® ABOVE 6 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. I 13-4 CONSTRUCTION - - - - - - - - - - (2)) 2" x 10" FLUSHED GIRDER - 2 2" x 10" FLUSHED GIRDER - - 01. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE _ PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 I ID ' _ _ - - _ - - - - - - - - - - �v (ASTM 0444/04614M, TYPES G AND E). - - - - - - - - - 0 - - - - - - - 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL I I I I - 5_g 205 GRANGE ROAD AREAS EXCEED ONE SQUARE INCH. I 2-6" '-6" ;°- . - . .- . - ...T .r- - • - • - - ••- ,w- -•• - • T - -•. :� . . `:. - . - . � . y :'- . _ _ . . . . - . - ..�' - : -'.. -.. SOUTHOLD, NY11971 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED I I I 1'-0" II'-�2" II'-qy2" I'-0" TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS � - - - - - - - - - � � �� DRAWING TITLE: REACHED A COMPRESSIVE 5TREN6TH OF 500 PSI. I , 25-•T 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. IAv15'-O" 13'-10" II'-q" 21'-8y2" PROPOSED STRUCTURAL PLAN FROFOSE17 FOUNDATION STRUCTURAL PLAN PAGE: SCALE: 1/4" = 1'-0" S-101000 DATE: 01/13/26 15 OF 18 0 Ill j� Q�7 r 4•� �Qf� _ EXISTING TO BE DEMOLISHED -- ;j NEW PARTIAL HEIGHT HOOP FRAME (L.G. 5TL.EX15TINS TO REMAIN WHEN APPLICABLE) Q �-{ NEW WOOD FRAME (L..6. NEW FOUNDATION WALL w I---I 5TL. WHEN APPLICABLE) /� \ J ca NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q cy) N WOOD FRAME (L.6. 5TL. P05T FOR 4" WALL5 C Lo WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL P05T FOR (b" HALLS), U.O.N. r- 0 NEW 2-HR FIRE RATED WOOD FRAME (L.6. STL. N O WHEN APPLICABLE) 0 C Lo •m POST 8 COLUMN DESIGNATIONS: O m � CO STRUOTURAL FLAN NOTES P05T5 6 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED Lo AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY 41-C N Q N TYPICAL P. GONG. FOOTING b WALL CONSTRUCTION: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD O (2) 2"x6" P.T. SILL PLATES w/COPPER TERMITE SHILD FRAMIN6 REOUIREMENT5. Q E O $ SILL SEAL ANCHOR BOLTS AS PER PAGE 6-003 A2 (2) 2"x4" P05T B2 (2) 2"x6" P05T P. GONG. FOUND. WALL AS PER DETAIL UPON P. GONG. FOOTING AS PER DETAIL ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR S.O. FOOTING 3'-0" BELOW GRADE MIN. �--� (5) 2"x4" POST B3 (5) 2"x6" POST I/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHENI APPLICABLE) O AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / A4 (4) 2"x4" POST �--� (4) 2"xb" POST STOOPS (WHEN APPLICABLE) z MASON TO ACCOUNT FOR FINISH STONE ON THIN 5ETr A5 (5) 2"x4" P05T BS (5) 2"x6" POST FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) HOLDOWN (FOUNDATION TO 15T FLOOR): 0---�G 4"x4" POST ®--Rl 6"x6" POST U ID ■ HOLDOWN 'D' AS PER PAGE 6-003 I6"x8" DEEP P. GONG. CONTINUOUS FOOTING �--� 4"x6" POST ��� 8"x8" POST I WO 600 S.F. 1■�.�1 O AS PER DETAIL 5/A-401 (TYP) ��, �1-•J� 3-I/2" O.D. SCH 40 5-I/2" O.D. 50H 40 OBEAM POCKET: 5TL. COL. (ASTM rtn STL. COL (ASTM 3 I. POCKET SHALL PROVIDE BEARING SUPPORT TO FUILL "--U AI23) BY 51MS �/-Z-1 AI23) BY SIM5 WIDTH OF BEAM,FOR A LENGTH OF j THE WALL STEEL (OR EG) STEEL (OR EO) THICKNESS (3.5" MINIMUM). I c 2. PROVIDE �" AIR SPACE AROUND ENDS AND TOP OF- TYPICAL DOOR/WINDOW HEADER NOTE: BEAM TO PROMOTE AIR CIRCULATION PROVIDE (2) 2"xIO" HEADERS AT ALL DOORS d WINDOWS,U.O.N. ■- 3. PROVIDE COPPER FLASHING BETWEEN ALL WOOD SAND SEE PAGE 0-005 FOR NAILING/5TRAPPIN&/FRAMI NO REOUIREMENT5 ♦V//1 CONCRETE INTERFACES (BY OPENING WIDTH) THAT SHALL BE PROVIDED, U.O.N. 4. BEAM SHALL REST ON 6ALV. STEEL SHIMS;&ROUT IN SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: W PLACE ONCE BEAM PLACED. W OTYP. 5TL. COL.: SEE NOTED DETAIL AS PER PLAN _ DEN �)NEW 2"XI2"HDR 190 S.F. ® Dye I UwwI PAD FOOTING I Q0.. G . 48"x48"x24" DEEP P. GONG. PAD FOOTING AS O PER DETAIL 10-A/402. N U / I M. L NEW REINFORCED P. GONG. 51.AB POURED CONCRETE AND STEEL REINFORCEMENT NOTES: KITCHEN L - O5 I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/IO W.W.M. UtIPON p 2. 6 MIL POLY VAPOR BARRIER UPON I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT NEW 14" T5I 13 0 140 S.F.0 O 3. 4" (MIN.) GRAVEL BASE FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND ® I6" O.G. ryU DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. GREAT ROOM • O BEDROOM I 0 OFOUND 8 POSTS FOR HD. DECK: sB2 5.F. O o la3 S.F. er 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION WD. P.T. P05T b P. GONG. PIER UPON FOOTING AS PER. SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR O o DECK DETAIL (TYP) ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER W 12" X 40" FLUSHED 61RDER ENCOUNTERED. FOR WOOD STAIRS ® GRADE_ 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. O CL. O 4" THK. P. GONG. PAD 5" WIDE x REO'D LENGTH UPON 6" GRAVEL UNDER 2"xl2" P.T. STAIR 5TRIN6ER5 ® m U.O.N. (MIN. 3 STRIN&ER5) 4• ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT v MAX. 16" O.G., 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. SHE F 0 TYPICAL LEDGER BOARD ® E'.XT. DECK: 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL `t OS I. (1) 2"x P.T. BD. TO MATCH DEPTH OF J0I5T5 A5TMA615 GRADE 60. MM FOR SLABS DO NOT NEED TO BE x 2. SECURED w/ (2) 5/8" 0 x 5" LONG H.D. GAL. LAG BOLTS COATED. v I ;p 016,10.0. 4 tit CL 3. INSTALL H.D. 6ALV. J015T HANGERS BY 'SIMP5OW (OCR 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS NEW 14" T51 256 V W 12" X 40" PLU5HED GIRDER O EQUAL) SHALL BE STAGGERED. I ® 16' O.G. 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING - - - - - - - - - - - - - - - - - O TUCKED UNDERNEATH SIDING 4 BENT OVER TOP EDC&E 'i. PROVIDE MECHANICAL DEVICES TO HOLD STEEL HARDWARE IN PLACE AT TIME OF POURING MAINTAIN REQUIRED lu CLEARANCES, 0 OF LEDGER BD. I 5. SEE DETAIL 2/A-401 COVERAGES,AND PLUMBNE55. I NI= 4 O (3) FULL HOT. L51L STUDS 8 CEMENT CONFORM TO ASTM 0-33 FOR STANDARD WEIGHT p N HALF-BATH O 21 S.F. BATHRO M I 1 GAR GARAGE SHELF L Li( NEW DN. 8-r S. . 226 S.F.GONGETE - GOLD WEATHER POURING $ CONCRETE MIXTURE NEW UP 0 I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF X m CONCRETE IN TEMPERATURES UNDER 45" F IF THAT TEMPERATURE - 0 O z HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. GL. 9ui 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. ® 0 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I CONFORM TO AGI 506. xLAUNDRY ROOM � 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO F TEMPERATURES WITHIN 10° F OF CONCRETE. 9 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. w E=NTRY DECK _ _ o REMOVE A5 REO'D. _ - - z 145 S.F. 6. THE USE OF HEAT BLANKETS OR ELECTRIC, BLANKETS ARE O PROJECT: PERMITTED WHEN NECESSARY. z0 "I. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER MAR RA AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. b. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. CONSTRUCTION 9. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE PERMITTED TO BE ADDED TO CONCRETE MIXTURE A5 PER AGI 306 (ASTM 0414/C414M, TYPES G AND E). 10. CONSULT ARCHITECT HHEN STEEL AREAS EXCEED ONE 5 UARE INCH MBEDDMENT GR055 SECTIONAL 205 GRANGE ROAD II. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED SOUTHOLD, NY 11971 TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS �7 G I7 I I �I REACHED A COMPRESSIVE STRENGTH OF 500 PSI, FR0 =OSF-ID F I ST FLOOR STI\UGTURAL FLAB `� 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. DRAWING TITLE: SCALE: 1/4" = I'-0" PROPOSED STRUCTURAL PLAN PAGE: s--l02m00 1 DATE: 01/13/26 16 OF 18 V 0 0374 ��•- Q �j OEN ALa S"%'t, ' 50L <E`i' : E EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. I (Z WHEN APPL I GABLE) /� I I I Q EXISTING TO REMAIN NEW WOOD FRAME (L.O. NEW FOUNDATION WALL I �W 5TL. WHEN APPLICABLE) // W q:12 I J NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL M N WOOD FRAME (L.G. STL. ® POST FOR 4" WALLS I Q C Lo WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL CA POST FOR 6" WALLS), U.O.N. r O NEW 2-HR FIRE RATED ( O 8 B O WOOD FRAME (L.G. STL. I I - -WHEN APPLICABLE) O . z �- - - - - - - - - - -1'- - - - - - - - - - �� X U N >1 0 STRUCTURAL PLAN NOTES POST COLUMN DESIGNATIONS: I Q I O O En O POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED I I I O �''� Lo AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY I FLOOR SECOND I C CVO 0 c- TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED O (2) 2"xb" P.T. SILL PLATES H/COPPER TERMITE SHIELD BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD ( I NEW 2"xl0" R.R. I NEW 2"xl0" R.R. ( BALCONY b SILL SEAL FRAMING REQUIREMENTS. ® 16" D.G. cV ® I6" O.G. ANCHOR BOLTS AS PER PAGE 6-005 I 10:12 10:12 P. GONG. FOUND. WALL AS PER DETAIL UPON I x P. GONG. FOOTING AS PER DETAIL A2 (2) 2 x4' POST B2 (2) 2 xb POST I X ASPHALTIC MASTIC, DAMP PROOFING TO EXTERIOR 3 1 B.O. FOOTING 5'-0" BELOW 6RADE MIN. A3 (5) 2"x4" P05T B3 (5) 2"xb" POST ( I I B 8 I 1 1/2 EXPANSION JOINT ® PERIMETER OF SLAB (WHEW APPLICABLE) I - - - - - - - - - - - - - - - - f>✓ AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / A4 (4) 2"x4" POST ®--� (4) 2"xb" POST I pa,�.�� - - - - - - - - - - - - - u- - - - - - - - �►'?„ L STOOPS (WHEN APPLICABLE) I i J 0 MASON TO ACCOUNT FOR FINISH STONE ON THIN SETr I °1°+�0 ry x= 4 FOR HEIGHT OF WALL B SLAB (WHEN APPLICABLE) A5 (5) 2"x4" POST B5 (5) 2"xb" POST I N�`� iv ® ��- v HOLDOWN (FOUNDATION TO 15'r FLOOR): I I _ _ _ _ _ NEW 2"xl2" RIDGE BD. _ _ _ _ _ o °m w o HOEDOWN 'D' AS PE I '�', O [}--a 4"x4" POST ®- -� 6"xb" POST Qr llJ Qr Q 0 -1 I U ID R PAGE 6-003 I - u � U IL S IL n,O m 16"x5" DEEP P. GONG. CONTINUOUS FOOTING �--•-�D� 4"xb" POST F 8"x8" POST S d 1 I I �/ W 2 AS PER DETAIL 5/A-401 (TYP) _ _ _ _ _ _ _ _ _ _ _ _ _ _ 5-1/2" O.D. 5GH 40 5-1/2" O.D. 5GH 40 V x 3 il OBEAM POCKET: 5TL. COL. (ASTM STL. COL (ASTM ( Q:12 �� - - - - - - - - - - - - - cxV `fl f�0 "I� I. POCKET SHALL PROVIDE SEARING SUPPORT TO FUPLL 0--E6 �---� a:12 �-sj IMS WIDTH OF BEAM, FOR A LENGTH OF � THE WALL A125) BY RIMS A125) BY . EO ® .� THICKNESS (5.5" MINIMUM). STEEL (OR EO.) STEEL (OR EQJ I I I I U 2. PROVIDE �" AIR SPACE AROUND ENDS AND TOP OFF I L. BEAM TO PROMOTE AIR CIRCULATION TYPICAL DOOR/WINDOW HEADER NOTE: I B El 5. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND PROVIDE (2) 2"xIO" HEADERS AT ALL DOORS $ WINDOWS,U.O.N. - - - - - - - - - - - - - NEW 2"x10" R.R. NEW 2"xi0" R.R. I • CONCRETE INTERFACES SEE PAGE 6-005 FOR NAILING/STRAPPIN6/FRAMIN6 REOUIREMENTS - - - - - - t - - - - - - - ® 16" O.G. I ® 16, O.G. 4 PLACE ONCE BEAM PLACED.BEAM SHALL REST ON rSTEEL SHIMS;GROUT IN SUCHBTYPICAL HEADERS ARE PORTRAYED FENIN(S HIDTH) THAT SHALL BE ION PLANS AS SUCH: B I _ ry V FLAT (D OTYP. STL. COL.: ROOF R SEE NOTED DETAIL AS PER PLAN RFLAT OOF 0 O V PAD FOOTING - _ iv `� 00 (4A 48"x48 x24 DEEP P. GONG. PAD FOOTING AS X ® cv N 'z 2 PER DETAIL 10-A/402. ry I ® h 10:12 NEW REINFORCED P. GONG. SLAB POURED CONCRETE AND STEEL REINFORCEMENT NOTES: 0 0 m I Z SHED O 2. 6 MIL POLY VAPOR BARRIER UPON -10/10 W.W.M. UPPON I x � ROOF 3. 4" (MIN.) GRAVEL BASE 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT FOUNDATIONS BY AN ANGLE OF 45 PROJECTED OUTWARD ANDFOUN DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN65. z I L- - - - - - - _ 4 POSTS O k*,C. F.TT. P 5T $ fl. CON wFIIER UPON FOOTING AS PER 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION DECK DETAIL (TYP) SHALL BE DE-WATERED. THE POUR SITE: SHALL REMAIN DRY FOR ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER FOR WOOD STAIRS ® GRADE= ENCOUNTERED. B O 4" THK. P. GONG. PAD 8" WIDE x REO'D LENGTH UPON 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. L - - - - - - - - - - - - - - - J 6" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS MAX. 16" O.G., U.O.N. (MIN. 5 STRINGERS) 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT B B 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 518 CODE. TYPICAL LEDGER BOARD 0 EXT. DECK: O8 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL �I`O�OS � 00 (�I�/ PLAN AI V 2. SECURED H/(2) 5/8" 0 x 5" LONG H.D. GAL. LAG BOLTS ASTMA615 GRADE 60. MM FOR SLABS DO NOT NEED TO BE I L./ ® 16" O.G. COATED. 5. INSTALL H.D. 6ALV. JOIST HANc5ER5 BY 'SIMPSON' (OR 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS SCALE: 1/4" = I'-O" EQUAL)4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING SHALL BE STA66ERED. TUCKED UNDERNEATH SIDING 4 BENT OVER TOP EDGE '7, PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN OF LEDGER SD. PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, 5. SEE DETAIL 2/A-401 COVERAGES, AND PLUMBNE55. O (5) FULL HOT. LSL STUDS 8. CEMENT SHALL CONFORM TO ASTM 0-55 FOR STANDARD WE16HT CONCRETE. GONGETE - GOLD WEATHER POURING E GONGRETE MIXTURE I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF IN- CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE w HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. NEW 2"x8" G.J. I 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. O.G. 1 0 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I BEDROOM 2 CONFORM TO AGI 506. 145 S.F. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO TEMPERATURES WITHIN 10° F OF CONCRETE. Q 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. REMOVE AS REOV. 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE PROJECT: PERMITTED WHEN NECESSARY. ,. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55° F OR HIGHER MAR RA AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. I BALCONY V U I 211 S.F. dJ 0 BEDROOM 3 CONSTRUCTION 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. WALK-IN x, Iq5 S.F. G 05ET N `fl 9. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE 46 S.F. W ® I PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 (ASTM 04014/0494M, TYPES G AND E). z ID. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL xxxxxxx.x. xx. xxxxxxxx. 205 GRANGE ROAD AREAS EXCEED ONE SQUARE INCH. O O 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED NEW (5) 2"xIO" HDR SOUTHOLD, NY 11971 TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS ? REACHED A COMPRE551 VE STRENGTH OF 500 P51. v �j 12, PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. v ry 0 O 1� \ �I DRAWING TITLE: ® x BATHROOM 5 x n _ 10 S.F. PROPOSED STRUCTURAL PLAN No q 9 00 � w L - J w ® _ NEW (22 2"xIO" HDR z - WALK-IN BATHROOM 2 z I I CLOSET 10 i S.F. 2l S.F. 0 PAGE: GL. xXxX Xx xXxXXxxxxxxxX XxxX xxxxxxxx O a NEW DN. FLAT S-103mOO ROOF z _ _ -1 I DATE: 01/13/26 17 OF 18 � m BEDROOM 4= _ _ _ _ _ _ _ _ _ _ _ go p _ WALK-IN II_ �c n ►- - - - - - - - - - - - - - -- L - - - - - - - - - - - - - - - J 8 B �` , 03 0� ��� FROFOSED SECOND FLOOR 57RUG7URAL PLAN SCALE: 1/4" = 1'-0" Q w w J (B M N C cy) � O N . O d C z i � d- O co O o m :3 CN I Q 0 � � 0 W Co 4" FRESH AIR VENT THROUGH ROOF I I I I ♦^ U I nV♦ Q i U I Q v I I NEW NEW HYDRAULIC HYDRAULIC AIR HANDLER AIR HANDLER (PROP. BATH #2 1 PROP. BATH #5 -- ---- I 2" ---- ----r---I- I I 1211 21i------ I � r 1 i I I 2„i i PROP. BATH #3 i PR09P. BATH #2 2 2. � i 2�� 12 ^III NEW I NEW I I I I I NEW I I NOTE: IL I LAV. I LAV. I I I I I LAV. I I PROVIDE "pgE5G0 O I I ALL PLUMBING WORK NOTE; O NEI�I 1 1 i I 1 I I NEW FP200 FR EXPANDING I I SHALL CONFORM TO ALL PLUMBING d FOAM" (OR EQUAL) AT NEW NEW NEW FUEL OAS WORK V W G I 1 � I p� p� p� LOCAL PLUMBING GORE O 0 I NEy,I I I I ALL PENETRATIONS IN I LAV. I LAV.I LAV. O SHALL CONFORM I 1 1 I FIRE RATED WALLS AND I I I � TO LOCAL I I TUB I NEW I I NEW I FLOORS/GEILING5. NEW I NEW I �� I � FUEL EMBI�GS CODE It 1- " I- " 15HOWER I I5HOWER 1-�" I PRODUCT CONFORMS TO N I W.G. 1 I 44 I W.G. I I I I o I I I I A5TM E 814, A5TM E 84, j v I I� �1 I U I I 13 NEW NEW EGEND HOT U G.O. 3" 2 2 I 2 3„ AND UL 14'f9 i m x I 'v =I •O NEW 1 :O I �U x1 v TUB �1 •v SHOWER __ WATER `� m I I' SHOWER m NI IN NI �m nj I°N %vI �N -- -� SUPPLY PIPING PENETRATIONS: I. PROVIDE "ABE5CO �-' ----a ---------' — 1—' ---�- ' ----1- -----J GOLD FF200 FR PROP. PROP_ PROP. BATH#I L.._.._..1.._.._r.._.._..L.._.._.._.._.._ ......rl._._..C.._.._..L.._.._..L.._.._.._.._...1 I-"—"- -I WATER EXPANDING FOAM" PROP. HALF BATH NOTE: SUPPLY (OR EQUAL) AT ALL LAUNDRY KITCHEN2 ALL PLUMBING WORK 1 : PENETRATIONS AT 2 _ __ —— ____ SHALL CONFORM TO 1 I —�---- r„ I — LOCAL PLUMBING GORE PROP. PROP. pROp PROP. BATH#I PROPOSED WALLS AND IY -- ---i---- I PROVIDE "ABESGO 1 1 12 1 1 LAUNDRY KITCHEN I PROPOSED LIVING ROOM FLOORS/GEILIN05. I HALF BATH I . FP200 FR EXPANDING p —_--- �2" ---•— NEW I NEW I I NEW 12�� I 1FOAM (OR EOUAL) KITCHEN 2.PRODUCT CONFORMS To A5TM E 814, ASTM -1 r---- I NEW 1 LAV. I LAV. I 1 LAV. 1 12�� GLEAN OUT I : ALL PENETRATIONS AN pC I- I K.S. 12'"' NEW I I NEW I AS REO'D PROPANE E &4, AND UL 14"7a I I p� p� FIRE RATED WALLS O I EXIST. F.A.I, TO NEW I NEW I NEW I NEW AND FIREPLACE I I W.G. W.G. O I O I I REMAIN u K.S. 1 LAV' 1 I 14�LAV. I Q4 LAV. PRODUCT CONFORMS L �N NEN 1 I O I I :Q NEW 1 I I :4 I :� NEW U1 211 NEW 1-4" NEW ISWOWER I-y" 1-4" I I- I Q� I �� I 1 W.G. 94 I I I I W.G. � TO A5TM E &14, A5TM (� wr�SHER DW I I u I .� I z 13 1 I I '� V E 84, AND UL 14"I4 NEH z i I i I VERw MANU. w I IU IU U U I I v v Z G.O. G.O. WASwHER 1 I �Q DW I Iry m I N� �ry SHOWER'. I IQ I try n1 m m G.O. L---- ---L-------- =-----=--I__�- --------1 '------� c0i EXIST. HOUSE I j NEW 1,000 GAL. BURIED MAIN DRAIN G.O. CONNECT TO I ; PROPANE TANK EXIST. WATER SUPPLY SYSTEM I TO SEPTIC TO STREET Iw- SYSTEM j rWATER MAIN Q Qz NEW �.._.._.._..� �- NEW � COMBI- � coMBl- PROJECT: W.H/BOILER W.H/BOI LER Q Q to (p MARRA CONSTRUCTION 205 GRANGE ROAD FLUMB I NC RISER - r�)RA I N / NASTE / VENT FLUME I NC R 1 SER - SUFFLY CAS RISER - SUf=FLY SOUTHOLD, NY 11971 SCALE: NTS SCALE: NTS SCALE: NT5 DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: P-10moLmoo DATE: 01/13/26 18 OF 18 'C, ,. '��� 0,774� , ��