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HomeMy WebLinkAbout51318-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51318 Date: 10/28/2024 Permission is hereby granted to: Steven Stathoudakis 235 80th St Brooklyn, NY 11209 To: construct additions and alterations to existing single-family dwelling as applied for. Premises Located at: 280 The Short Ln, East Marion, NY 11939 SCTM# 30.-2-9 Pursuant to application dated 08/22/2024 and approved by the Building Inspector. To expire on 10/28/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $1,760.00 CO-RESIDENTIAL $100.00 Total S1,860.00 Building Inspector �� s.x✓z TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold, NY 1 1971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 T" Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only P AUG 2 W PERMIT NO. � Building Inspector: _ _. j �, Applications and forms must be filled out in their entirety. Incomplete BVMDINGw applications will not be accepted. Where the Applicant is not the owner,an T Owner's Authorization form(Page 2)shall be completed. S 0 Date:August 20, 2024 OWNER(S)OF PROPERTY: Name:Antonia & Steve Stathoudakis SCTM #1000-30-02-09 Project Address:280 The Short Lane, East Marion, NY 11939 Phone#:917-535-9243 :]Tm�ll.:taniastat@gmaii.com Mailing Address:280 The Short Lane, East Marion CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 j� 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;. i DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ®Alteration ❑Repair Demolition Estimated Cost of Project: DOther $350,000 Will the lot be re-graded? ❑Yes 4No Will excess fill be removed from premises? CYes No I 1 PROPERTY INFORMATION Existing use of property:Single Family Residential Intended use of property:Single Family Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 Non-Conforming I this property? ❑Yes ®No IF YES, PROVIDE A COPY. 9 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('P t nam ); ®Authorized Agent ❑Owner Signature of Applicant: -^" Date: e) 7z4 STATE OF NEW YORK) SS: COUNTY 1 +j being duly sworn, deposes and says that(s)he is the applicant (Name o individual signing coy act)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 2day of �54 .20 Zy Notary h DARCEEAUFENANGER PROPERTY OWNER AUTHORISATION 'NOTARY PUBLIC,STATE OF NEW YORK Registration No.01A00019644 (Where the applicant is not the owner) Qualified in Suffolk County Commission Expires January 9,2028 1 �4,L, JG 1c, r residing at 280 The Short Lane, East Marion do hereby authorize AMP Architecture to apply on my behalf to the Tow of S uthold Building Department for approval as described herein. g 2D Z Owner's Signature Date Print Owner's Name 2 SCDNS REF. # R 0-0?-CI? I OMwilb the STANDARDS FOR AND CONSdTRU TtON OF SUOSLJRFACE SEWAGE APPROVAL DiSpOSAL SYSTEMS FOR SW6LE FAMILY RESIDENCES and wtll aNde 0 the condlhans set forth therein and an the poraw to construct, The locations of wells and cesspools shown hereon are from field observations and or from data obtained from others, LOT LGr 14 DWELLING I Puo water 1 (Pub water) LOT � DWELLING(P DWELLING I P�& wnl+r I N.83.27'45'E. 77.73' SURVEY OF PROPERTY A.T EAST MARION TOWN OF SOUTHOLD SUFFOL K COUNTY, N.Y ° 1000 — 30 —02 — 09 SCALE+ 1" = 40' MAY X 2002 -em av�� e"" m MAY 13, 2002 (prop. hse. t Z'`""+ JUNE l0, 2002 (prop. hse.,pool) OCT. ll, 2002//(conc. foundation I JULY 22020C4fFNAL1 LOT (� LOT I Pubde water LOT DWELLING 1 DWELLING f PIIc waf.r) a+ . aL ;4 J. se,o' t E u $�yl"Iq EMI I Q , qyD TY7!' ar.u. tar J ill`,SANTORA NTORA V t o IR l q Yd W 30 s 17'.. NOTE, 77, w A LOT NUMBERS ARE REFERENCED T0+ s ,T�"57"J, LAB MAP OF PEBOLE BEACH FARMS �� E 3oe F#..ED IN THE S I,FOLtt'COUNTY CLERKS, wN cL OFFICE ON JUNE"ttr IV75 AS L!;'NO. $2?S9 l Jr IO THEe3.6 siree public ( w°ter In G 1 (P-W Dwald �ING a ��',fl�'NE►y�, w+( co t.MET ANY AtTIRA CW.dM r TJ rP S S(.(VI+;PY W�VOLATION OF sECrMN Cr niz a y STATE�A r, W, va OX D AS tAL ACf rTeo t iti° 7r �s + kdNJ°"DR D G#C�..M Tr, d"'t Z SEAL OF TI S 'VE'YOR' �sE 447 A�rr , + ..a a G "sr rs6 �ITIDNAIY TO,YL (aC 4140�W� "tJ Wr1LTrkD�O N.Y. l1gNRk - m"i4 �rwT+7'I�YI a,2Z TrfAW. ECG LTRS ,f0 G`: 6S 7E5 5020 FA"k fS3It 765 1797 P? O. BOX$09 AREA = 23,898 sq. ft. SOUrt LD N N.Y. SI971ET 02 - 175 Generated by REScheck-Web Software Compliance Certificate DI-_ Q Project Stathoudakis Residence fop Energy Code: 2018 IECC Location: Greenport■ New York ETMIMIG D M f Construction Type: Single-family „ c a Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 280 The Short Lane Anthony Portillo Anthony Portillo East Marion, NY 11939 AMP Architecture AMP Architecture 10200 Main Road 10200 Main Road Mattituck, NY 11952 Mattituck, NY 11952 631-603-9092 631-603-9092 aportillo@amparchitect.com aportillo@amparchitect.com Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 2,404 49.0 0.0 0.026 0.026 63 63 West Wall:Wood Frame, 16" o.c. 1,269 21.0 0.0 0.057 0„060 69 73 West Window: Vinyl Frame 52 0.300 0.320 16 17 SHGC: 0.40 South Wall: Wood Frame, 16" o.c. 858 21.0 0.0 0.057 0.060 32 34 Door 1: Solid Door(under 50% glazing) 157 0.300 0.320 47 50 Door: Glass Door(over 50% glazing) 66 0.300 0.320 20 21 SHGC: 0.40 Window: Vinyl Frame 72 0.300 0.320 22 23 SHGC: 0.40 East Wall: Wood Frame, 16" o.c. 1,086 21.0 0.0 0.057 0.060 55 58 Project Title: Stathoudakis Residence Report date: 10/24/24 Data filename: Page 1 of 2 Prop.Gross Area Cavity Cont. . Prop. Perimeter Door 2: Glass Door(over 50%glazing) 61 0.300 0.320 18 20 SHGC: 0.40 Window 1:Vinyl Frame 57 0.300 0.320 17 18 SHGC: 0.40 North Wall: Wood Frame, 16" o.c. 742 21.0 0.0 0.057 0.060 31 32 Door 3: Glass Door(over 50%glazing) 106 0.300 0.320 32 34 SHGC: 0.40 Window 2: Vinyl Frame SHGC: 0.40 95 0.300 0.320 29 30 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Stathoudakis Residence Report date: 10/24/24 Data filename: Page 2 of 2 SITE PLAN HATCH KEY: ® PROP05ED BUILDING ADDITION - -LL-j ��/� ® PROP05ED AGGE55ORY STRUCTURE Q ,. 1 J O PROPOSED 2ND STORY W co EXIST. 85 o27145 " - Q SHED - _ 77.75 ' '�""�. „� -_ ����/.^-• i e, �,,.,�*,c..w,a*at M r rn.+...»,...,.,.�,-...-��,. :7",a.e�-j•.�5,` se+*TM'rn.^^.^.�*^m*^� ,• O O (LOCATION 4-j >-: Q0 cz -i �'�• (/ �, `M g� ;, a-At � (V u J j p f ' c • EXIST . 5: 4 v•, TR L L I S k Hr'1' � ,�. . "x, W JA (LOCATIONNX TO 5 F kt < n4p yQ � I r i r P TO E3E �fi�0i=./ I LOG TION MAP CU REMOVED 5GALE: NTS REMOVE -'Afi�D T EX I ST. FRO, 1EGT ��0 fA(5 E <E SET5ACK kk;Kol EUILD.) � W - FROFOSE I NTER10F, RENOVATIONS 5-00 .00PROJECT LOCATION & SCOPE 7u i - EXTERIOR REFLACEMENT OF ROOT=I NO, S 1 D I NS AND RA I L I NC SITE PLAN & ZONING DATA POOL NOT CART OF THIS I �� I PROJECT E)ATA : 5-002.00 GENERAL NOTESFI , r LINO �I I ENERGY TABLE I r� 0�• PROJECT / ZONINO DATA STRUCTURAL DESIGN CHARTS i=fi`OF. OUTDOOR D I I REAR TAX MAP # 1000-30-02-Oa C-00t5.00 HOLDOWN, ANCHOR BOLT, 77VCSTA I RCS DC, ' STRAPPING, & NAILING DETAILS K I TCHE_I`l AREA; �J� � ZON NO DISTRICT R-40 /NG i FASTENING SCHEDULE O FE N TO ABOVE �- ( LOT AREA 0.5 ACRES GofO - MAIN DWELLING, #Z30465; oa2-TO4 S-004.00 FRAMING GRAPHICS GARAOE, PORCH, DECK 4 ATTIC I � I BEAM CONNECTION PATTERNS 54.2 I SUFFOLK COUNTY HD RIo-02-0122; 4 BEDROOMS FIREBLOCKING DETAILS FLOOR AREAS PER SOUTHOLD TOWN CODE, SECTION ( 280 - 124 ) EXISTING EXISTING - I O I .00 PROPOSED DEMOLITION PLANS 1 5 ' SIDE I HABITABLE SP ARE°A Z YARD EXIST. 2 CSTOR'r - GROUND LEVEL AREA 874 S.F. 2,404 S.F. 2 Fib. HOUSE. JAI/ � FIRST FLOOR AREA 2,283 S.F. 2,404 S.F. �- � ®� ,®® PROPOSED GROUND LEVEL FLOOR PLAN 0 S�TB�C� I � I O O AREA TOTALS 3,15-7 S.F. 4,508 S.F. r PROPOSED PROPOSED HAB I TABLE OR055 SPACE AREA PROPOSED FIRST FLOOR PLAN o I GROUND LEVEL AREA 2,283 S.F. 2,404 S.F. 14-7•Cl ' I FIRST FLOOR AREA 2,283 S.F. 2,404 S.F. PROJECT: AREA TOTALS 4,566 S.F. 4,505 S.F. i - 104.00 PROPOSED ATTIC FLOOR PLAN STATHOUDAKIS - MAKIMIM GFA ALLOWABLE 4,550 S.F.; ALL PROPOSED WORK 15 WITHIN THE R ES I D E N C E EXISTING FOOTPRINT OF EXISTING DWELLING LOT COVERAOE A- OJ .00 WINDOW SCHEDULE EXIST. SOUTHOLD TOWN GORE ( 280 - 124 ) DOOR SCHEDULE 280 THE SHORT LANE FINISH SCHEDULE EAST MARION, NY 11939 STAIRS DESCRIPTION (FOOTPRINT) AREA % LOT MECHANICAL SCHEDULE EXIST. ! I COVERAGE A_20 .O0 PROPOSED EXTERIOR ELEVATIONS DRAWING TITLE: ORA Y EL l TOTAL LOT AREA 23,8Q8.0 S.F. Dfi�I�IWY I EXISTING MAIN DWELLING 2,403.8 S.F. PROJECT LOCATION & SCOPE 10.196 SITE PLAN & ZONING DATA I ( EXISTING SHED q6.0 S.F. 0.496 A-202 .00 PROPOSED EXTERIOR ELEVATIONS 4-0 0, I EXISTING TRELLIS 51.6 S.F. 0.296 EXISTING COVERED PORCH 4 1,3acu S.F. 5.59 5TAIR5 PAGE: STONE I PROPOSED POOL 648.0 S.F. 2.-196 A-50 .00 BUILDING SECTIONS AWlk WALL I STAIRS PROP0SED REAR EXTERIOR 55.0 S.F. 0.296 DESIGN DETAILS _00 OF 00 9 lk TOTAL AREA OF ALL STRUCTURES 4641.5 S.F. Ici.4% O MAXIMUM LOT COVERAGE ALLOWED: 2096 - I •0® PLUMBING RISER DIAGRAMS DATE: 08/19/24 1 OF 13 I O TE LAYOUT NOTES: GAS RISER DIAGRAM 51 TH15 115 AN ARCHITECT'S SITE PLAN 8 IS ZONING RECULATION5 MAIN BUILDING (�� LC• O SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION 50UTHDLD TOWN GODS ( 280 - 124 ) M '1' REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. EXIST. PROPOSED COMPLIES ' 2 I 1 .1 Cl 2O' 2.SURVEY INFORMATION WA5 OBTAINED p� � FROM A SURVEY DATED JULY 22, 2004 MIN. F 8 RONT YARD 40.0' 51.0' "i.0' YES , �r AND PREPARED BY: Q PEGONIG SURVEYORS, P.G. MIN. 51DE YARD 15.0' 5.5' 8.5' NO*EXISTING* ' N.Y. STATE LAND SURVEYOR LIC. #049618 MIN. COMBINED 55.0' 22.6' 22.6' NO*EXISTING' ` 4 r\ n i 7z--' P.O. BOX c10Q SIDE YARDS 1250 TRAVELER STREET MIN. REAR YARD 50.0' 15a.4' 15ci.4' YE5 ,• F to ' SOUTHOLD, NY IIQ71 PROPOSE;) S 1 TE FLAN ((031) 765-5020 * PROPOSED WORK DOES NOT INCREASE EXISTING NON-CONFORMING 5ETBAGK5 50ALE: 1" = 15'-0" CARPENTRY WOOD FRAMING MATERIAL STANDARDS 6LA55 WINDOWS AND DOORS /� a \ / I ---_-- - NOTES SPEC I I G�4T I ONS I. ALL LUMBER SHALL BE DOU&LA5 FIR LARCH #2 4 BETTER (Fb = 875) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. - r"'• 55RE �( I AT I O I`S OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY IT 15 THE CONTRACTOR'5 RE5PON515ILI7Y TO KEEP THI5 CONSTRUCTION DOCUMENT SINDED PRESCRIBED HEREIN. WHEN IT CAN BE 5HOWN, AND THE AUTHORITY HAVING 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED CLEARANCES ARE PROVIDED. BD, l BOARD INSUL. [INSULATION SPECIFICATIONS,AND BE FAMILIARIZIM:�WITH THE PLANS PRIOR TO WORK V' MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR - d GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL SLIDING 6LA55 DOORS,SKYLIGHTS, AND ANY CLASS UNIT INSTALLED BFE BASE FLOOD ELEVATION INT. INTERIOR 1 Q 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, GENERAL PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb° (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD UNLESS OTHERWISE NOTED. �BLDG. BUILDING K KIPS (1000 L55) 0 I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH BM l BEAM U. SPEG.'s ��MANUFACTURER'S SPECIFICATIONS LLJ MAN APPLICABLE BUILDING DEPARTMENT. APPLICABLE AS A DERIVED WORK). MANUFACTURER'S SPECIFICATIONS. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TEGO" OR -� CDB.O. BOTTOM 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, 'I-' ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD I-JOI5T5, STRUCTURAL COMP 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW PORK STATE OF MAX. MAXIMUM Q N D COMPOSITE LUMBER, ENERGY CONSERVATION CONKED AND GODS. BON. 1 BOTTOM MECH. l MEGHANIGAL C � 5TRUCTUREJ5ME SHALL BE FIELD VERIFIE BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS,OR B.O.W. BOTTOM OF WALL MIN. MINIMUM 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES RULES SPECIFIED IN 1.1 THROUGH 1.5. _ AND AUTHORITIES HAVING JURISDIGTIC)N. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6 OF AN EXTERIOR SURFACE. ------ _ O I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 +-+ } U.O.N. 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL _ i 4. ALL UNNOT_ED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. COL. COLUMN NYG BG NEW PORK CITY BUILDING CODE O O N z Di OF THE OWNER/BUILDER 7. ALL BEAMS, OIRDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE a' CO � d 8. MIN. HEADER TO BE (2) 2"AO" UNLE55 OTHERWISE NOTED. 8. ALL 6LA55 IS TO BE FREE HE SCRATCHES AND IMPERFECTIONS. 6LA55 U 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE GOUT. CONTINUOUS O.G. ON CENTER � SHALL BE C',ARIFIED WITH THE ARCHITECT/EN&INEER BEFORE PROCEEDING 6RADEMARK SHALL INCLUDE AN EA51LY D15TINOUISHABLE MARK OR SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. O 2 X CV WITH THE WORK. 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE 6RADIN& AOENGY WHICH COMPLIES WITH THE DBL. DOUBLE OCG. ��GGUFANCY 0 0 0 4- CO REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-�i1i. q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH _c 0 m Z P.T. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE 4--0 -J L0 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DFE DESIGN FLOOD ELEVATION O.H. OVERHANG N UNLE55 APPROVED BY THE ARGHITEC'T/EN&INEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH C 0 THE PROVISIONS OF AN51/ALTO A I a0.1 STRUCTURAL GLUED LAMINATED THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION Q '- a O ON PAGE 15 OF GENERALLY, 5HEATHIN T E N1 E THICKNESS ON WALLS AND CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. -- BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REOUIREMENT5 WHEN ROUGH OPENING, U-FACTOR,LIGHT AREA, VENT AREA, AND E&RE55 K J RECtUIREMENTs. D.J. DECK. P. GONG CO. POURED NCRETE APPLICABLE. 1.5. PREFABRICATED WOOD I-JO15T5: ASSEMBLIES U51N& PREFABRICATED - 5. DRY WELL5 AS REQUIRED BY STATE AND LOCAL CODES. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM P5055 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN 5TAIRNIAY5 SHALL BE LE EACH EACH PL. PLATE 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING a. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PAGE C-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED W TEMPERED GLASS.OOD I-JOISTS, THI5 ELEV. ][ELEVATION PLYWD. PLYWOOD DOCUMENT, THE GOVERNING BUILDING GORE AND ANY ADDITIONAL 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. 10. OWNER:/BUILDER ARE RESPONSIBLE: FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR REQUIREMENTS AS 5E7 FORTH IN THE MANUFACTURER'S GORE IE62UIP. EQUIPMENT P.T. PRESSURE TREATED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. EVALUATION REPORT. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM EIQQ6 AND ASTM E1556 AS MODIFIED BY 2020 NYS BG EXIST. EXISTING REC�'D ��' REC�UIRED 11. THESE SET OF DRAWINGS ARE THE �PROPERTY OF ANTHONY PORTILLO, RA 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. 5TRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET t , AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF THE REOUIREMENT5 OF AN APPROVED IMPACT-RESISTANT STANDARD OR EXT. EXTERIOR RI RISER T PERMISSION FROM THE ARCHITECT. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF AN51/DASMA 115. r , 14. PROVIDE 'X' GR055 BRACINO AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE F.A.I. FRESH AIR INTAKE RM. ROOM v - -' 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS EXCEED 8'-0" AND AT EVERY 8'-O". &OVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH RESPONSIBLE FOR DESIGN INTENT ONLY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THICKNESS OF NOT LESS THAN J" AND A SPAN OF NOT MORE THAN 8' SHALL BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND FAR FLOOR AREA RATIO R.R. ROOF RAFTER 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 0-004. 1.5. PREFABRICATED WOOD TRU55E5: ASSEMBLIES USING PREFABRICATED ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE F.A.V. FRESH AIR VENTSTEEL "'EJ WOOD TRU55E5 SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FAST'ENINO SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PER THE ANCHORAGE METHCD SELECTED IN ACCORDANCE WITH TABLE FF FINISHED FLOOR � S.V. SMART VENT TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWIN65, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED BROOM GLEAN. 11. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 0-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. ON THE BUILDING. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 15. AT 1:WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. Ib. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MEGHANIGAL, FUEL OAS: F.J. FLOOR JOISTS TEMP GL. TEMPERED OLA55 U LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES GENERALLY SEPARATE DOUBLE J015T THE THIGKNE55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 056 SPECIFICATION FOR GYPSUM FOUND. FOUNDATION THK. THICK L , AND ORDINANCES. FLOOR SHALL NEVER EXCEED A I6" SPAN. WALLBOARD, ASTM 057 SPECIFICATION FOR &YP5UM LATH, OR ASTM C79 I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/ THE SPECIFICATION FOR GYPSUM SHEATHING BOARD. NY5 MECHANICAL CODE AND FUEL GA5 CODE ._ lb. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 2. ALL MECHANICAL SYSTEMS, APPLIANCES, 4 EQUIPMENT SHALL BE LISTED, FLOOD RESISTANT CONSTRUCTION ELEVATION O.W. TOP OF WALL FRGE T r^ V J THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER AS PER PAGE 0-005. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL FR. FRAME Tr TREAD 1 COMPLETION OF PROJECT. MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOAR 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARDD OF LABELED, 4 INSTALLED IN ACCORDANCE w/ MANUFACTURER'S SPEC.'S CODE.SIDING. 5. ALL FUEL OAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS FRPR. FIREPROOF TYP. -��TYPICAL 1-1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD SHALL BE EQUIPPED 1-4/FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL Q ARCHITECT/ENCINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER lb STRUCTURAL PANELS: SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTINGUISHED. FTC. FOOTING U.O.N. UNLE55 OTHERWISE NOTED AGAINST ALL CLAIMS, DAMAGES, L055ES AND EXPENSES, INGLUDIN6 METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 4. SUPPLY 4 RETURN DUCTS 0R PORTIONS THEREOF NOT LOCATED GYP. BD. GYPSUM BOARD VERT. VERTICAL ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) CONTRACTOR I5 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS,DISEASE OR DEATH OR TO MANUFACTURER SUCH AS: HANOER5, NAILS, SCREWS,FLASHIN6, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (PS 1) CONSTRUCTION AND COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED -� INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY TO AN R-VALUE OF AT LEAST (NYS EGG R403.3): H.D. HOLD DOWN V.I.F. VERIFY IN FIELD ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (5) 15 CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR DUCTS 3"0 4 GREATER,LOCATED IN ATTIC: R-5 HDR HEADER w/ WITH WHOLE OR IN PART BY ANY NFOLIOENT ACT OR OM15SION OF THE WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE DUCTS UNDER 3"0, LOCATED IN ATTIC: R-6 CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACT5 ANY OF THEM MAY A. WEYERHAEUSER TRUS JOI5T 2.OE MICROLLAM LVL DUCTS 3"� 4 GREATER,OTHER PORTION OF BUILDING: R-6 HNGR HANGER WD. WOOD BE LIABLE REGARDLESS OF WHETHER. OR NOT IT 15 CAUSED IN PART BY A B. OEORCIA PACIFIC 2.OE O-P LAM LVL 1.8.2. ORIENTED-STRAND BOARD (055), WAFER:BOARD ORIENTED-STRAND DUCTS UNDER 3"41, OTHER PORTIONS OF BUILDING: R-4.2 PARTY INDEMNIFIED HEREUNDER. PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET H0R. HORIZONTAL ZR ZONING RESOLUTION A. WEYERHAEU5ER TRUS JOIST 2.2E PARALLAM P5L THE PROVISIONS OF U.5. DEPARTMENT OF COMMERCE VOLUNTARY 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT ASPHALT ROOFING SHINGLES BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMINO,NAILING, PLACING STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR I. ALL SLOPED ROOFING 5HINGLE5 SHALL BE GAF-CLA55-A ASPHALT ROOFING OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GORE EVALUATION REPORTS. 5HINGLE5 OR APPROVED EQUAL. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE OOVERNIN6 BUILDING CODE, 2. 5HINGLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWIN65 AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE NSULA7I ON s FE I�I E57RAT O I � REOL) I REM I ITS AND SPECIFICATIONS WILL NOT BE PERMITMIT TED WITHOUT WRITTEN CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL AUTHORIZATION OF THE ARCHITECT/ENOINEER. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID 5AWN RAFTER5 SHALL EVALUATION REPORT. LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. la. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIcI4.1 CELLULOSIC CONSTRUCTION. COMPONENT PROPOSED DES I O N CODE PRESCRIPTIVE VALUE COMPLIES 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S VALUE GITATION (PER 2020 NYSECCC) IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. SPECIFICATIONS. WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EPOE5. 1.5 5. STRUCTURAL PANEL 51DINO STRUCTURAL PANEL SIDING USED IN 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REOUIREMENTS OF U.S. 5. NAILING OF ROOFING SHALL BE TO GODS. MAX. U-VALUE = 0.32 U-VALUE = 0.25 SPECIFICATIONS, UNLE55 NOTED OTHERWISE. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I FENESTRATION U-VALUE AIR LEAKAGE = 0.30 GFM/SF MAX. AIR LEAKAGE = 0.30 GFM/5F YES 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND Ib GAGE STAPLES ARE THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL PERMITTED PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 22. PROVIDE FIREBLOGKIN6 A5 PER fyEW YORK AGGESSIE3ILITY STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION _. OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AOAINST ANY NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-5ECTION. 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR CEILING R-VALUE R-49 BATT INSULATION j MIN. R-VALUE = 4ci YES UNAUTHORIZED USE UNDER FEDERAL L.AW BY THE ARCHITECTURAL WORKS 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 2:12 PITCHES TO 4:12 PITCHES PER TABLE R402.1.2 - CLIMATE ZONE 4 COPYRIOHT PROTECTION ACT OF Ici90 (AWCPA), WHICH HAS SEVERE PENALTIES. 25. FOR NEW WALLS, A PERFORATED 5HEARWALL 5Y5TEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. - _-_- CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 8. ASPHALT 5HINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF GENERAL WIND PROTECTION CONNECTION NOTES: NOTES, AND TABLES ON PAGE 6-003 4 6-004. THE FA5TENINC SCHEDULE 2.2.I:BOLT5: BOLTS SHALL COMPLY WITH AN51/ASME B 15.2.1 5OUARE AND THE SEALANT TO UPLIFT FORGES U51NO A5TM D 6381. EXTERIOR (2"xb") WOOD R-21 GATT INSULATION MIN. R-VALUE = 20 (CAVITY) ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 5PEGIFIF-5 THE REQ'D NAILING FOR THE 5HEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 YES CONSTRUCTION;5ST17 10-11cl AND 20I8 5BG HIGH WIND EDITION WOOD FRAME SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING - H CONSTRUCTION SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAC SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ ALTERATIONS INVOLVING BUILDING ENVELOPE w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINO5, FOUNDATION WALLS, SHEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS 4 MANU. SPEC.'S). A5ME 15I8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH 5ERIE5). ASSEMBLIES SHALL NOT BE REQUIRED TO COMPLY FLOORS, 5TUDS AND ROOF FRAMING SHALL BE PROVIDED. HOLDOWN LOCATIONS ARE 5PEGIFIED ON THE FOUND./FLOOR PLANS. WITH THE REOUIREMENT5 FOR NEW CONSTRUCTION, 0 Q 2.2.5. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES EXISTING CAVITIES SHALL BE PROVIDED THE ENERGY USE OF THE BUILDING 15 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DEVON CEILING 4 WALLS R-VALUE FILLED WITH NEW BATT INSULATION NOT INCREASED, WHEN EXISTING GEILIN6, WALL, OR YES INCLUDED IN THE STANDARD BUILDING CODE, SECTION 230(o OF IBC SHALL WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TREATED WOOD 4 FLA5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS FLOOR CAVITIES EXPOSED DURING CONSTRUCTION WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. ARE FILLED WITH INSULATION. 3. METAL PLATES, CONNECTORS, SCR:EW5, BOLTS AND NAILS EXPOSED SECURE W/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® PER R503.1.1, EXCEPTION #2 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TRAPPINO SIZE AND -- -- - AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED R.EINFORCINO (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, HOT WATER PIPE MIN R-VALUE = 3 ~ WIDE 5 COURSES OF 50LID BRICK MASONRY CENTERED ® P05TIN&, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL R-3 PIPE INSULATION YES p 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL HOWEVER, WHEN COLUMN OR P05TINO 15 PART OF THE LOAD PATH FOR USE MEET THE REOUIREMENT5 OF THE GOVERNING BUILDING CODE AND ANY INSULATION PER R403.4 R403.5 5HEATHING AND 51DIN0, FRAMING ANCHORS OR CONNECTORS SHALL BE IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORT5. PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. COMPLIANCE STATEMENT: U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4 BENT PLATE e, LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH A5TM F 1667 STANDARD TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN w/ 6" RI5E 4 W/ (2) s/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEOS COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. 5. RIDGE STRAPS SHALL BE ATTAGH�ED TO EACH PAIR CF OPPOSING SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. RAFTERS EXCEPT WHERE COLLAR TIES OF INN' OR Vx4" LUMBER I5 SET 6" MIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PACE 6-003. STATHOU DAKIS LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF INSULATION 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES RAFTERS. I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. AND ANY ADDITIONAL REOUIREMENT5 AS SET FORTH IN THE RESIDENCE 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. FOIL TO BE PLACED TOWARD WARM SIDE. MANUFACTURER'S CODE EVALUATION REPORTS. 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY 2 PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 2.2.7. 50REWS: SCREWS SHALL COMPLY WITH ANSI/ASME B I8.6.1 16' WITHIN 4' OF EXTERIOR CORNERS. WALLS FROM 6" BELOW GRADE TO 24" BELOW &RAPE IF DESIRED BY WOOD5CREWS (INCH SERIES). b. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE PLUMBING 280 THE SHORT LANE TO THE FOUNDATION WITH ANCHOR. BOLTS HAVINO A MIN. BOLT DIAMETER FOUNDATION WATERPROOFINO. I. CONTRACTOR SHALL INSTALL WATER 5UPPLY, DRAIN,WA5TE, AND VENT (DWV) OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: SYSTEMS TO NYS PLUMBING GORE AND NYS DEC REGULATIONS. EAST MARION, NY 11939 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR - q R-30 FOR FLAT CEILINGS 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7 IN CONCRETE/MASONRY - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION AND AT 5PACIN0 NOT EXCEEDING 4' ON CENTER. - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION A ALL WATER PIPING T HAVE GLEAN OUTS AT ALL GRANGES IN DIRECTION AWING TITLE: - 5.25" R-21 FOR FLOORS AND AT BASE OF VERTICAL WASTE PIPES. GENERAL NOTES CODES AND REFERENCE STANDARD:_ 51TE WORK 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER ENERGY TABLE I. ALL NEW WORK PERFORMED 5HAL1_ CONFORM TO THE 2020 NEW YORK 1. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR FOOT. STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK 2. VERIFY ALL OWEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHER:WI5E NOTED: STATE ENERGY CONSERVATION CONSTRUCTION CODE. RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. - P15H WA5HER.........................................2" KITCHEN SINK........................................2" TABLE R30I."7 2. REFERENCE STANDARD USED FOR: ALL WOOD FR:AMINC, CONNECTIONS OF 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. - LAVATORY...............................................2" STRUCTURAL DESIGN LOADS OLIMATIO $ GEOGRAPHIC DESIGN CRITERIA WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME STOCKPILE TOP501L OBTAINED FROM 5TRIPPINC DRIVEWAY AND BUILDING - SHOWER/TUB..........................................2" ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION SITE. STOCKPILE ALL EXCAVATED MATERIALS. - TOILET........................................................3 PAGE: (AF4PA) AMERIGAN WOOD COUNCIL (ANC). - LAUNDRY .................................................2" USE LIVE LOAD DEAD LOAD GROUND 5NOW LOAD 25 LISS 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE - FLOOR DRAIN................................... "3. . 5. ALL FLUM51NO WORK SHALL CONFORM TO THE 2020 NEW YORK STATE ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE ALLOWABLE PLUMBING CODE. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" EXTERIOR BALCONIES 40 psf 15 psf STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 130 MPH -0 0;2 0 0 THROUGH ROOF. ■ 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. DECKS 40 psf I5 psf RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEOORY B MECHANICAL CODE AND 2020 NEW 'YORK STATE FUEL CA5 CODE. p 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 L/180 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC ELECTRICAL: DRAIN COCKS AS REOV. H05E BIBS SHALL BE PROVIDED WITH BACKFLOW W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM PROTECTION. PASSENGER VEHICLE C-ARAOES 50 psf AS PER PLAN GODS, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION DATE: 08 19 24 CONSTRUCTION CODE. TO 2017 NATIONAL ELECTRIC GORE, NFPA 70 AND 2020 NEW PORK STATE UNINHABITABLE ATTICS I^',ITHOUT STORAGE INTERIOR WALLS 4 PARTITIONS H/180 2 OF 13 ENERGY CONSERVATION CONSTRUCTION CODE. 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY 7UB5 ARE TO BE PROVIDED (MAX CLEAR E A< 42") 10 psf 15 psf WEATHERING SEVERE WITH BACK FLOW PROTECTION. FLOORS 4 PLASTERED CEILIN05 L/360 GYPSUM WALL BOARD 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON UNINHABITABLE ATTICS WITH STORAGE FROST LINE DEPTH 3'-01, I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT COMPLETION OF WORK. 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL (MAX CLEAR HOT > 42") 20 psf 15 psf COMPOUND METHOD. HEALTH DEPARTMENT STANDARDS AND R.EOULATION5. ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: HABITABLE ATTICS 4 2. ALL 6YP5UM BOAR SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS - OENERALLY,VERIFY OR PROVIDE HARD WIRED 10. APPROVAL AND INSPECTION 15 REQUIR.ED BY LOCAL JURISDICTION PRIOR ATTICS SERVED BY FI�;ED STAIRS 30 psf 15 psf D OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE SMOKE DETECTORS w/ BATTERY BACK-UP IN: TO CONGEALMENT OF PLUMBING. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 DEEMED APPLICABLE. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf ICE BARRIER REQUIRED YES A. EACH SLEEPIN6 ROOM 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 3. 5/e, ONE HOUR RATED, TYPE 'X' &`1'PSUM BOARD ON CEILING AND WALLS NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 5LEEPIN6 ROOMS 30 psf 15 psf " (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET B. OUTSIDE OF EACH SEPARATE SLEEPING NOR ANY POTENTIAL DAMAGE THEREOF. EXTERIOR WALLS WIND LOADS W/FLEXIBLE FINISHES L/120 IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING AREA IN THE IMMEDIATE VICINITY OF 12. PER NY5 PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE STAIRS 40 psf 15 psf - EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL THE BEDROOMS (GENERALLY THE HALLWAY) CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. WATER CLOSET CONNECTION. WHERE A 3" BEND 15 UTILIZED, A 4"x3" FLANGE C. EVERY LEVEL OF DWELLING SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. GUARDRAILS AND HANDRAIL5 200 psf 15 psf 4. FIN15H JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDOE5 SHALL BE (BASEMENT,FIRST FLOOR, 4 SECOND FLOOR,ETC) TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH 6. FASTEN 6YP5UM BOARD A5 PER F,A5TENIN& SCHEDULE ON PAGE 0-005. ASCE 7-16 (MINIMUM DESIGN LOAD5 FOR BUILDIN05 AND OTHER STRUCTURES) HOLDONN DETAILS T`"`F I GAL NA 1 L I NO/STRAf=f=I NCB REQUIREMENTS FOR FASTENINO SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. 5PEG.'s;MANUFACTURER U f L I F T/ SHEAR, l$ LATERAL JAI I N D RE S I S TA N G E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMI NS STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 5-005 FOR STRAPPING AND NAILING REQUIREMENTS, < AND ROUGH OPENING FRAMING REQUIREMENTS) "ALL STRAPPING TO BE VWx 20 GAUGE** -- "SIMPSON" EOUIVALENT - 0520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE O w ffUSE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 20I8 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.0 J co ___] FASTENER SPEC. FASTENER HOLDOWN HOLIDOWN B DESCRIPTION Q •_ CONNECTION NA L NO OR D AND QUANTITY SPACING FOR NEW 4 EXIST. AT RAFTER TO RIDGE ry ROOF GE I L I NO FRAM I NO 7 7 O FOUNDATIONS I.DIM's ARE AL MIN.#'s BASED ON USE OF ONLY A 16d — >_ C9 - GONNEGTION: \ COMMON NAIL w/o PREBORED HOLES. i ENDWALL ENDWALL """"- ° RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER O N z O (5) 2x FULL (3) 2x FULL CORNER STUD ^ '` -�� �" 2 2.WOOD 15 ASSUMED TO BE D,F,s2 4 BTR. IN DRY USE HEIGHT STUD-,,,, HEIGHT STUD ONNEGTED TO " FOR STRAP - 5 8 d* COMMON R.R. 2° SERVICE a Ci3 Ln V CORNER STUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST >_9 V CONNECTED TO B.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL 0 2 x :3 CV TRANSFER SHEAR \�Y • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 6-005 EACH LAP 0 O 0 t CD "SIMPSON" HDQS FOR ROOF SLOPES UNDER 5:12 WITH • • • • v HOLES,SET NEW MEMBER. m a_, HOLDOWN ANCHOR ® 2-Ibd COMMON -0 O 2-I6d COMMON ROOF SPANS OF 24 OR GREATER, • � NAILS ® 6 O.G. 4 LOCATIONS NOTED NAILS ® 6 O.G. d 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED CV ° ON PLANS 10" O.G. IF BLOCKED - „,,•-r.' USE 4 8 d COMMON NAILS ® EA. • • • • GEILIN6 JOIST LAPS OVER PARTITIONS(PAGE-NAIL) d1-I6d COMMON EACH LAP 0 O O c O" O.G. IF BLOCKED END OF STRAP. ?- 5.SEE SECTION 6 FOR ANY REO T TO CLINCH THE NAILS(TO Q •— 0- G O CORNER P057 ``` C. G 1E COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-005 PER TIE CORNER POST `--..., TIGHTLY BOND THE END OF THE NAIL TO A 40°ANGLE,SEE THE ABOVE A55UMF-5 A RAFTER GRAPHIC BELOW) HOEDOWN ANCHOR ® - SPACING OF 16" O.G.; FOR 5PAGIN65 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END LOCATIONS NOTED OF 24" O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE GR 4-1. ON PLANS d, FACTOR OF 1.5. RIM BOARD To RAFTER (END-NAIL) 2-I6d COMMON EACH END d GONNEGTION BI B2 d AT RAFTER TO TOP PLATE TO STUD WALL FRAM I NO �1 HOLDOWN INSTALLATION OPTIONS: f�, • CONNECTION: B2 '" �� FOR NEW P. GONG. FOUND.'s .-' FOR STRAP - 5 8 d* COMMON NAILS ® EA. r TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON ' PER FOOT HOLDOWN CAST IN PLACE w/-1/5"P THREADED ROD r .'` END OF STRAP. . . U ■ -- o'J " o• • SEE WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NE GUR FO ND.'s . . WLY RED U 'E31 NOTE GEOMETRY EXCEEDS THAT PERMITTED IN W '1/5"� THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G.CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY -- ,,, 1 1 1 ADHESIVE), 4 FOR TEMP.'s O°F-40°F USE "SIMPSON" AT SIMP50N #H2A (OR EQUAL) RAFTER TIE (HI614 STRENGTH ACRYLIC ADHESIVE) "' -.. HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • FOR EXIST. /NEW C.M.0 (GONG. BLOCK) FOR TOENAILING - 5 5 d COMMON NAILS FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN USE SAME TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD THREADED ROD CONNECTION ~---.... FOR G.J. TO R.R. - q 16 d COMMON NAILS REOUIREMENT5 FOR ""'^-••... ' BOTTOM PLATE TO FLOOR JO15T, BAND JOIST, U RAISED G.J.'s (WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) 2-16d COMMON 1� PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE OR BELOW HOLDONN 'G' HOLIDOWN 'D' 2 ib d COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAMI NO Q ■VJ FOR NEW 4 EXIST. FOR NEWLY POURED GONNEGTION GI s G2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST W FOUNDATIONS �f\ FOUNDATION ® ONE STORY ONLY . LALM (5) 2x FULL ENDWALL tt BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END Q HEIGHT STUD CORNER STUD ,CONNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQS (3) 2x FULL ''" • G2 --- TO STUD CONNECTION: BLOCKING TO SILL or HOLDOWN ANCHOR ® 2-Ibd COMMON HEI6FfT STUD -'"�� • 5-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 4 " ° TOP PLATE (TOE-NAIL) ON PLANS 10" O.G. IF BLOCKED G I FOR STRAP - 5 8 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST CORNER P05T NAILS ® EA. END OF STRAP ° JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER JOIST 1 i FOR EA. PLATE TO STUD ABOVE 4 OR 2-Ibd G N I BELOW - 2 I6d COMMON NAILS NAILS ® " O. BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST o• 0Li ` """"""" """"'. BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT • ROOF SHEATHINO ° d STRUCTURAL PANELS: OLID INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD a "SIMPSON" 5T 14RJ GONNEGTION DI l$ D2 ELO KING PERIMETER EDGE ZONE ° 5d COMMON 6" EDGE / 6" FIELD HOLDOWN INSTALLATION OPTIONS: • EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 5d COMMON 4" O.G. FOR NEW P. GONG. FOUP4D.'s UP TO 9" RAKE OVERHANG HOEDOWN CAST IN PLACE w/-r/5"O THREADED ROD ...-••"•""•_""�-�-"-" w • • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO FOR EXIST. P. GONG. OR NEWLY CURRIED FOUND.'s • • Vey"m THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(5) CONNECTION: D2 CONCRETE w/" IMPSOW SET (HIGH STRENGTH EPDXY 1/2" MIN. - ---- GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD ADHESIVE), 4 FOR TEMP.'s O°F-40°F USE _'SIMPSON" AT FROM (HI6H STRENGTH ACRYLIC ADHESIVE) R FOR STRAP - 3 8 d* COMMON NAILS ® EA. N SPECIFIED ON ( `':,' ° ' END OF STRAP (WRAP STRAP UNDER SILL FL) WALL SHEATH I NO FOR EXIST. /NEW G.M.U,_(GONG. BLOCK) TYP. FOUND. NOTE ,, • FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN `. o ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - — w/'i/5"V THREADED ROD `� 2 16 d COMMON NAILS 57RUOTURAL PANELS Bd COMMON 6" EDGE / 12" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD FN. FLOOR CONNECTION w/ # LPT4 SIMP50N (OR STRAP w/(3) Z ____._ ___ 5d NAILS o EA.END NAIL NO/STRAFF I NO @ W I NDO1�N/DOOR HEADER STANDARD/ALTE EA.JOO RNATE EQUAL) ® PLATFORM TO SILL PLATES ""`-. E STRAPTO EA. -(FORR FLOOR SHEATHINO (SUBFLOOR) 2 ALTERNATE USE 0 SIMPSON H2.5A) 0 NOTATION: STRUCTURAL PANELS: A - NUMBER OF 5d NAILS ® EA. END OF 5TRAPPIN5 (2015 WFGM, TABLE 3.9,P. 189);WHEN STRAPPING CONNECTION E 1" or LESS: Sd COMMON b" EDGE / 12" FIELD REQUIRES OVER 14 NAILS, USE 51MP50N 0516 5TRAPPIN6 (OR EQUAL). B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.255,P. 211) -" - - . GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2015 WFGM,TABLE 3.23G,P. 212; " .--" • ALTERNATE AS PER TABLE 3.23D, P. 2q3) :" " ' 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE, w 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 5HEATHIN6 NAILING 15 REDUCED. Q (2015 WFGM,TABLE 3.1,P. I5q) PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER o G E (2-PLY) - NUMBER OF JACK 57UD5 ® EA. END OF 2-PLY HEADER(2015 WFGM,TABLE 3.22F, P. 265) ° ° ° • ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (3-PLY) - NUMBER OF JACK STUDS ® EA. END OF 3-PLY HEADER(2015 WFGM, TABLE 3.22F, P. 285) °• d cd ° • SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: B F - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) ® EA. SIDE ° d° ° ° ° d ° <d 2 - WHEN WALL 5HEATHIN6 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF E- (DOES NOT APPLY TO DOORS) (2015 WFGM, TABLE 3.5, P. 191) FOR STRAP - 3 8 d* COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO I-W NAIL PER FOOT. �Y w..„���"""`"--...." END OF STRAP (WRAP STRAP UNDER SILL PL.) a - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUDIN6 �{•' ON EACH FASTEN I NO SCHEDULE B " "•.. �Y ° d ° d ° 9' USED. OF THE ROOF PEAK, THE 4 PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE STATH 0 U DAK I S F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS "-.� ° FOR EA. PLATE TO STUD ABOVE OR BELOW - RESIDENCE (IN ACCORDANCE W W WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) �`"~"•..� 2 16 d COMMON NAILS A MAX NOTATION E E SIONAOE FOR TRUSS TYFE PRE—ENOINEERED ROUGH A B G D (2-PLY (3-PLY F WOOD, AND/OR TIMBER CONSTRUCTION OPENING HDW HDW THE FOLLOWING 516NA6E SHALL BE AFFIXED TO THE ELECTRIC. METER BOX ATTACHED 280 THE SHORT LANE 2'-0" 2 1 I 2 1 1 2 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE EAST MARION, NY 11939 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 5 I 2 5 1 1 3 I I /- I GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE S� ' L= N0 ® T® LT BRAGINO/STRAFFINO AUTHORITY HAVING JURISDICTION: DRAWING TITLE: * - PROVIDE (2) 2"xl0" HDF: (MIN.) U.O.N. 6'-0" 4 I 3 4 I I 4 FOR RAKES O OR HOEDOWN ANCHOR BOLT TOP PLATE BLOCKING 2 LESS PROVIDE � � 2 5 5 1 I 5 }— SPLICE --} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKING® 12"O.G. CONSTRUCTION TYPE DESIGNATION SHALL LENGTH I 4'-o" o.G. To AGHEIVE RAKE O.H. BE "I" "11", "111", ' Iv", oR "V" TO INDICATE STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES B4C - FOR WIND - EXPOSURES 540 - 10'-0" 7 2 4 6 2 1 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 12'-0" 8 2 5 8 2 1 8 BUILDING MINIMUM SPLICE''` BUILDING MINIMUM SPLICE',2-,4 N THE NYS BC. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(3) PAGE: -- 5d NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-0" 2'-O"/2'-6" 12'-0" 3'-O" OF EA. STRAP 6" DIAMETER 00, COMPONENTS THAT ARE OF TRUSS TYPE, 31-011/3'-q" I6'-0" 41-011 ATTIC PRE-ENGINEERED WOOD, OR TIMBER ANCHOR BOLT SFEG 1 F I OAT O S CONSTRUCTION AS FOLLOWS: U-0030", e 20'-0" 41-0°/5'-0" 20'-0" 5'-011 � ' tY�� - "F" = FLOOR FRAMING, INGLUDIN6 BLOCKING 2 BAYS •' GIRDERS 4 BEAMS _ SPECIFICATION (2015 WFGM TABLES 5.2A 4 3.25, P. 157-160) 24'-0" 4'-0"/5'-0" 24'-0" 6'-O" BACK ® 4'-0" O.G. - "R" = ROOF FRAMING CORNER sq�� . CONDITION FOR ALL STRUCTURES: - "FR" = FLOOR $ ROOF FRAMINS DATE: 08/19/24 3 OF 13 5/8"� ANCHOR BOLTS ® 3q" O.G. 25'-O" 5'-O"/6'-3" 28'-O" '!'-O" • !2'-O" 6'-0"/1'-6" 52'-0" 8'-0" SECOND FLOOR Q cv - fu 56'-O" •1'-O"/V-q" 56'-0" q'-O" NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE l CONNECTION USING 2-I6d NAILS PER FOOT,FOR SHORTER SPLICE LENiSTW/ 3 SQUARE WASHERS AND END NUT SETUP; PROVIDE THE NAIL SPAGIN U SHALL BE REDUCED IN ORDER TO 40-O 8 i O 1/IO i O" 40'-O" I I'-D" BLOCKING 2 BAYS '• � �� �'ar �` �� PROVIDE AN EQUIVALENT NUMBER OF NAILS END BACK® 4'-O" O.G. " �� 5, �. I. MIN. 7 EMBEDMENT INTO CONCRETE 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-O 10-O /12-b 50'-O" 13'-O" TYP. STRAP w/(3) Q '= `� CONDITION IN EXPOSURE B STROKE • TOP TWO COURSES SOLID 5d NAILS EA. END +' _ jl tV u u u u u Jf � 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60-O 12-O /I5-O 60-O I6-O OF EA.STRAP '`} .- f�l ;p ut HE16HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWN5 FOR SHEARWALLS FOR ALTERRrNATIVE WALL HHEIGHT5 MULTIPLY THE ABOVE S SHALL BE MULTIPLIED BY H/5; -IO'—O" 14'-0" •10'-O" Iq'-O" FIRST FLOOR NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 I211 (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT) tl F•f3 80-O I6-O 9501.01122-O FROM ENDS AND CORNERS (TWO ® CORNERS) W WALL - 1.125 REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) II" WALL- I.2s II'WALL - I.5'15 THIS COLUMN w/MULTIPLIER BLOCKING 2 BAYS BACK ® 4'-O" O.C. RED PANTONE WHITE 4. COORDINATE w/ HOLDOWN LOCATIONS 12 WALL - 1.5 FOR 10'-0"WALL #157 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL M 15CELLANEOU5 FRAM I NO O RAPH I C5 _ - GONT I NUOU5 BUILT-UP O I RDER5, 5 OR MORE 5UPPORT5 (THAT EXCEED FRAMING STANDARDS, IT IS REa'D FOR FRAMER TO HAVE A F I REBLOGK 1 NO FOR PLATFORM NOOD FRAM I NO WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK FCONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENO I NEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 116 a $ 1/4 OF A WHEN GIRDER5 MADE UP OP JOISTS NAILED Q CONNECTION DESCRIPTION TOGETHER SIDE BY 51DE ARE CONTINUOUS OVER SLOGKINO UNDER LOAD BEARINO WALL PATTERN THREE OR MORE SUPPORTS, JOINT5 ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES � MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. LJJ NON-LOAD SEARINO WALL OFFSET FROM SUPPORT IA -�(2)ROWS IOd NAILS a 12"O.G. P J cu THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST STUDS STUD B (5)ROWS 1od NAILS a 12"O.c. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. � _ P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q 4-1 (V SUBFLOOR (2)ROWS I/2" m SUBFLOOR BOLTS a 12"O.G.STA6 TWO-PIECE 6ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. SOLE PLATE 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE � / G lDBL.a ENDS PLATE 5ERVE AS FIRESTOPPING. 6� r BUILT UP GIRDER P MAX.52" D I(2)ROWS 1/2 0,BOLTS a I6"O.G. NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE Q SOLE PLATE 111 JOIST SERVES AS FIRESTOPPIN6. I TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE — � 51DE WITH IOd NAILS TWO NEAR EACH END OF -+ 0 O E (2)ROWS 1/2" m BOLTS a 24"O.G. L BETWEEN I/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5. FIRE5TOPPING SHALL BE 2 INCHES OF WOOD BLOCKING p C N Z O F (2)ROWS 5-5/8"TRUSSLOGK SCREWS a 12"O.C. $ 1/4 OF A OF I& INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. d — 1 SCREWED ON(1)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH it "p r'- U G (SGREOWED ON(8"SIDE OF CMEMBER a 16"O.C. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH AND 2 INCHES RM FRAME OFWOOD BLOCKI OUCTION: THE 50LE PLACED BETWEEN p I xp a�I N I __ JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52 p O (2)ROHS 5-5/8"TRUSSLOGK SCREWS a 24"o.c. BETWEEN NAILS IN A HORIZONTAL LINE. H JOISTS SERVE AS FIRESTOPPING. O m Z (D �SGREWED ON(1)SIDE OF MEMBER 4-J d-� � JOIST THREE-PIECE T FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND p N O co MAXIMUM OFFSET (2)ROWS 5"TRUSSLOGK SCREWS o 12"O.C.J BUILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS 0 JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER P, NAILS ON EA. 51ME w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING. Q B- MATCHED SIZE OF BLOCKING (2)ROWS 5"TRU55LOCK SCREWS o Ib"O.G. 4 UNDER NON-LOAD BEARIN FIRESTOPPING AND K SCREWED ON BOTH 51ME OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 5 PARTITIONS a 52 O.G. BLOCKING STUD OTHERS STAGGERED W/ A P15TANOE OF NOT MORE 8. THE HEADER SERVES AS FIRE-STOPPING. L (2)ROW5 5"TRU55LOGK SCREWS a 24"O.G. BETWEEN 1/6 „ DOUBLE PLATE scREWEa ON BOTH s1aE of MEMBER a 1/4 of A THAN 52 BETWEEN NAILS IN A HORIZONTAL LINE. _ _ __ ER at. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE 61DER5 ARE TO BE A55EMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO W CE I L I NO BRAG I NO P 5TRINGER TO SERVE AS FIRE5TOPPING. W CANT LEVERED FLOOR I.B A S d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS A5 SPECIFIED OABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR d CONNECTION PATTERN 'B'WHEN 10"OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE i ' ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER p, 0IRDER5 ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH 5UBFLOOR SOLE PLATE 2'1 CONTINUOUS &ABLE END MASONRY PIERS, NAILED TO WOOD P05TS OR FIRE5TOPPIN5 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING LATERAL BRACE a 6'O.G. TRUSS BAND BOLTED TO STEEL COLUMNS. 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 G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL 5HRINKA6E CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON NA I L I NO PATTERNS FOR S 1 DE LOADED BEAMS 0e . FLUSH BEAMS) PLATFORM FRAME CONSTRUCTION NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE 1 , m lo) 8d -LOCATIONS REQUIRUNG FIRESTOPPING- AS FIRESTOPPING. T NAILS FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPINB 5TOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS JOIST " 5d COOLER NAILS a 10" O.G. NAILED' BOLTED' 2"x4" BLOCK NAILED TO EA. BRACE 2 ROWS Iba BROWS Ibd 2 ROP:V 2 RokWX" 2 ROWSY2" VERTICAL COVERING 15 APPLIED BLOCKING FIRESTOPPIN6 WHEN W/(4) IOd NAILS COMMON COMMON BOLT's•24" BOLTS BOLTS /// STUD 20 ga. STRAP a 12"O.c.• a 12"O.c.• o.c.srAs ° •12"O c. m b"O.C. OP •— GYPSUM BOARD TWO ROWS 12"O.G. THREE ROWS 12"O.G. TO UNDER5 JOISTS DOUBLE PLATE + 5d COOLER NAILS a 10" O.G. (10) 8d NAILS BEAM SELECTION w/ 57D. NAILING " o a LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 ^ ` JOIST SHALL BE LOCATED DIRECTLY NOTE: ENDWALL STUDS AS NOTED IN NOTES 7 $ 8 0 " " a o " e o STU ALTERNATE W NONCOMBUSTIBLE DENOTES ALT.FOR USE OF DRYWALL 5GREW5 �� FIRESTOFPIN6 LOCAOF GIRDER Q ON OVER STUDS, UNLESS TOP PLATE IS 4"a EDGE/12" a FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES WOOD FIRESTOPFING DESIGNED TO CARRY THE LOAD SCREWS#6- V4"TYPE W OR 5 FIRESTOPPING LOCATION b 2.BOLT HOLES ARE TO BE THE GAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"0.0.STAGGERED TWO ROWS b"O.C. LOCATION r✓' FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O © O @) O O 0 © O O INTERIOR STUD DETAIL OVERLA I D ROOF 2"SPACE NOT B.STAGGER EACH ROW OF FASTENERS BY 12". C O O O O O O O O ATTACHMENT ® \/ALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. TO BE FILLED ® NONCOMBUSTIBLE FIRE5TOPPIN6 APPROX.I INCH THICK B.FOUR-P MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 IECE BOTH SIDE OF THE MEMBER. MP LED MAY E ED FOR b"O.G.OR TR LED S OR NAI IN6 CONNECTIONS B DOUBL b.VALUES F L AL FOR 4"O.G.NAIL SPACING. LOCATION -i STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS• \\ \ STRAPPING W T.2 ROWS OF Ibd COMMON NAILS(12"O.GJ FOR DEPTHS 12"OR LESS FIRESTOPPINB LOCATION 9 4 bd NAILS LOCATION 8 a EA.END a R.R. 6.B ROWS OF Ibd COMMON NAILS 02"O.C)FOR DEPTHS OF 14",Ib"< Ib". LOCATION 10 FULL WIDTH 2" BLOCKING Z iz LW CONSTRUCTION DATA I LS Jul I ND LOAD PATH CONNECT 1 ON DETAILS TOP PLATE DRILL 2"m INTO ROOF DECK FOR 5T'RAFFIN6 INSI NOT TO SCALE INTERSECTION DETAIL EX15T.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd -CONTINUOUS,LOWER TOE NAILS NOTED CONT. BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW 6 EX. R.R. AS SHOWN O 5T DS PLAN VIEW NOTE, SIMILAR a 'SHED' WOOD JO I S —O WOOD JO I RooF,R.R. IN LINE GRI PPLE STUD BLOGKINO JC157 HANOER HEADER O ENERAL REQUIREMENTS FOR O ENERAL REQUIREMENTS FOR w INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS 51RDER/HEA17)E 0 WOOD OI RDER J -0ACK STUDS � MAIN MEMBER MOOD JOIST 1-;. Q - JOIST FRAM I NO OVER WOOD OI RDER JO I5T FRAM I NO FLUSH W 1 TH OI RDER/HEADER TYP I GAL HEADER CONNECTION � I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMB L>IAM.X B APPROX. 50" w/THE MAIN MEMBER $ STARTED APPROX. }�THE LENGTH OF THE NAIL FROM THE MEMBER END, STAT H 0 U DA K I S I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A 90° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN To THE MAIN RESIDENCE MEMBER,FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 5. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL 5TUD WALL STUD ED WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT BOTTOM PLATE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR 280 THE SHORT LANE DOUBLE .JOIS DOUBLE JOI5 TOP PLATE EAST MARION, NY 11939 Gf-�IM. CHASE SECURINO © STD. SIDE WALL DRAWING TITLE: WALL STUD O FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (SM. a CHASE WITHIN PLANE OF ROOF DOUBLE .JOIST FOR UNDER A BATHTUB DOUBLE J0157 FOR NON-BEARINO WALL5 ALTERNATIVE RAFTER TO WALL STUD CONNECTION W 5TUD5 TO ATTIC. FLOOR $ BLK'G TO R/L SIDES W 5TRAPPIN0 TO R/L SIDES) O PAGE: N O � Jul ND RESISTANT CONSTRUCTION CONNECTORS � TOP PLATE ® � GHIM. CHASE WALL Q U 00 CONNECTION LOCATION: PART NUMBER: NOTES: Ulokroo Li ■ oo 3 w RI DOE-TO-RAFTERS C520 © 21 " APPLY TO EACH PAIR OF RAFTERS 0 RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 08/19/24 4 OF 13 tu ILL Rooms o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER z 0 REQ'D BLOCKING PLATE-TO-WALL STUD G520 © 18" ' ® EA. LEVEL ABOVE - APPLY TO EACH WALL STUD � , ; TO ALIGN w/ STRAPPING w �w �- �. C�• THE FIR51' FL. ® —w 2ND. FLOOR WALL-TO 15T. FLOOR WALL LFTA or C520 © 36 APPLY TO EACH WALL STUD FLoofZ/GLG. ® O HEADER-TO-JACK 57X) 0520 ® 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIOEWALL END F ST. FLOOR-UNDER-SILL SLATE G520 WRAP UNDER DOUBLE SILL PLATE �C��N �' S I D� V I EW PLAN V I�W (USE WITH 3 SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0NF"AL 5Ni"o`M50L DEMOLITION NOTE: PROVIDE SHORING AND SUPPORT TO ALL AFFECTED EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT WOOD FRAME (L.G. 5TL. OF ANY DEMOLITION OR CONSTRUCTION. Q F---i EXISTING TO REMAIN WHEN APPLICABLE) NEW FOUNDATION WALL W NEW WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) TEMPORARY SHORT NO/DEMO SEQUENC I NO NOTES: �" F �� —' co I. INSTALL TEMP. POSTS $ GIRDER PER DEMOLITION o o� o Q +-1 N NEW I-HR FIRE RATED ® MIN. (2) 2 x4 STRUCTURAL PLAN $ PER DETAILS. P05T FOR 4" WALLS 9 g •O WOOD FRAME (L.cS. 5TL. �� �� 2. REMOVE EXIST. GIRDER. '�--��-� �� � ------------------------------------�— o � WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL f I I \, POST FOR 6" WALLS), U.O.N. 3. INSTALL NEW GIRDER PER PROPOSED PLANS; SECURE I �_ REMOVE I = "a 7 o NEW 2-HR FIRE RATED EXIST. FLOOR JOISTS TO NEW GIRDER. w\� I EXIST. TREES I 'i ., I b BUSHES i O N Z 0 WOOD FRAME (L.G. 5TL. 4. REMOVE TEMP. POSTS GIRDERS. Cam' C 1 o Do , _ , WHEN APPLICABLE) 0 ��_ s - — — — — — — — — — — — — — d 0- O _� •� / T \ o " - U N r C r�___________________________________�\� �� - / I�'-8" o a� O m CD QREMOVE d O r ri' REPLACE�ALL \��\ �4+\�� —___ �❑ ❑� o a� rr' RAILINGSji EXIST. DECK I --- -------DECK tl L REMOVE ALL WINDOW5 TO o �� o e� REMOVE EXIST. TREES SECTION FOR I BE REPLACED; `s^^ NEW STAIR i HEADER HEIGHT TO EXIST. WOOD PORCH ABOVE �^ o BUSHES AI 4-1 I I OPENING BE BROUGHT UP TO L — — — � I I i 1 8'-O" ❑ — — — — — — U II II �II — — — — — — — — — O — — — — — — — — _____________________________� REMOVE W II OUTDOOR W I SHOWER LLJ REMOVE b II EXIST. DINING REPLACE ALL II III • ROOM RAILINGS 10'-O"— I'12 5F. EXIST. COVERED PORCH II I I I I 11 I I'I II I I I ----- �- j1 r- EXIST. REMOVE ALL — II E.P. / CABINETS d 11 PARTIAL WALL / II REMOVAL FOR XIS j j rr PARTIAL WALL COUNTERTOPS -----, VAC. REMOVAL 3 PARTIAL WALL 11 NEW WINDOW DOOR FOR NEW REMOVAL FOR i I I FAIR OPENING LI J WINDOW NEW WINDOW T-T ____ ___, 11 EXIST. I HANDLER I OPENING OPENING I I I A/G I TO BE I I --- -- COND. IRELOCATEDI ❑ L EXIST. G T. 1 I EXIST. EXIST. PROPANE I 1 J EXIST. BEDROOM TANK REMOVE 4 REMOVE d II REPLACE ALL EXIST. LIVING REPLACE j GON C EXI5 201 5F. O KITCHEN CABINETS II H. ROOM II EXIST. - BEDROOM III 502 SF. j i III EXIST. I 1 II I III REMOVE 6 BOILER III REPLACE ALL PARTIAL WALL 1 �IKITCHEN REMOVE ALL jIII DUCTWORK REMOVAL FOR I EXIST. LIVING ON GROUND NEW DOOR LEVEL 0 i t EXIST. j OPENING 5 1 4'-O" I I I I CABINETS ROOM I I I GL. I I _ 442 5F. I I REMOVE o - 1 J 111 r 11 EXIST. INTERIOR ` rr0 r -------- 1 _ 11 PROPANE WALLS 4x rr' PARTIAL WALL TANK DOORS rr �` EXIST. REMOVE ALL -�- EXIST. BATHROOM BATHROOM ❑ 1 — — REMOVAL FOR II GARAGE < J FIXTURES \ 6" - OPENN INO R I O 1384 5F. \ i 53 SF. — J 4--0" — I — I REMOVE ALL REMOVE EXIST. 1 I I \II KITCHEN ------ _- HEATER ABOVE REPLACE ALL - TO BE REMOVED I LAUNDRY ` APPLIANCES HARDWOOD I 1 1 l \ i I- FLOORING I 6.6 5F - [ REMOVE I I REF.---�------------------ DOOR - PARTIAL WALL r- �__�- --t---------- III REMOVAL FOR II III ---- III I L____-) NEW WINDOW 1 I III Z W/O � xWi.G. �� � EXIST. I I I I �_—�__� -------------- _ w F m ------- 38 SF. l/ N.I.C. III I I III OPENING pIl 5F. I U III 0 I� REF. I o r- --1 \ REMOVE ALL EXIST. 1 I PARTIAL WALL I REMOVE \ \ KITCHEN KITCHEN f '-4" 1 // \\ I INTERIOR \ \ 110 sr-. 1 I / \ I WALLS 4 \ APPLIANCES � fl� , � EXISTING PIPING I � I REMOVAL FOR REMOVE No. I 1 \ \ GABS. I REMOVE NEW DOOR -- // \\ DOORS \ \ TO REMAIN EXIST. � ) INTERIOR REMOVE DOOR OPENING - T I I PANTRY rrr DOORS AND - ---- _ �I I I j REMOVE DOOR f- 45 5F, rrr WALLS ATTIC p^1 71 II r r I I ❑ in REMOVE DOOR STAIRS 8 r r - -=== =_=� \ HATCH - LuJ / I I L------------------ r' I --------- EXIST. - \ TO BE ALL WINDOWS TO ` BE REPLACED; , PROJECT: HEADER HEIGHT TO I� EXIST. _____ REMOVED EXISTING GATE rr rr \ r r r � � TO BE I I BE BROUGHT UP TO r ri --- N REMOVED e'-0 STAT H O U D A K I S --------- I ------�___�___� — ,rr EXIST. — ' I RESIDENCE II 11 II �> / III — i REMOVE ALL \��/ rrr' \\ II ELEVATOR II a�� EXIST. -- BATHROOM \\ I II ELEVATOR — — - -- FIXTURES I II 280 THE SHORT LANE F------ r''r uI PARTIAL FOR I EAST MARION NY 11939 �-_ r r I III I \ \`` r r Y EXIST. VACUUM I I \ `�\ I ' r II /'-` TO BE EXIST, EXIST, LIVING NEW WINDOW f ELEV. LOWER OPENING \ 1 II �� REMOVED FOYER ROOM EXIST. _ MOTOR -FOYER I \ r I I 144 5F. Ib8 5F. I REMOVE I EXIST. I1 �' 1 IQ DRAWING TITLE: 5 SF. 1 1 1 WASHER a OFFICE REMOVE ALL III ' ` ' REMOVE I' EXIST. 1 ❑I PROPOSED DEMOLITION PLANS i 1 1 $ II I I m DRYER 156 5F. BATHROOM I / \\rJ�7 EXIST. 1 1 REPLACE ALL I FIXTURES r r r 40.5 5F. J l i REMOVE DOOR 1 r ri r BATHROOM I RAILINGS EXIST. / ------- --- '�' c- LAUNDRY I N II �`\� - -- 11 REMOVE GARAGE PARTIAL WALL 88 5F. PARTIAL WALL \� r�J EXIST. � j , REMOVAL FOR - BATHROOM - ,_\ DOOR REMOVAL FOR I rrr��\ NEW WINDOW NEW DOOR ------------- OPENING i n �� 36 5F. U I I II OPENING 1 I � I lu Ir � � 1 ` ' PAGE: -------------------- 1I L�� - I i t ' A—J.0 :1m00 11 - II I II II I I EXIST. WOOD PORCH ABOVE DATE: 08/19/24 5 OF 13 1 I I II II 1 EXIST. COVERED PORCH II REPLAGE4ALL REPMOVE 4 LACE ALL RAILINGS RAILINGS �� — — — — — — ❑ ❑ ❑ ��-1 N- — — — — — — — — — — — — — — — — REMOVE 6 1-il ------1 Ff. REPLACE ALL I I r------- - 111 y6 RAISERSI ( 1 . t �r 1 RAILINGS, �-- TREADS d — — — ------ -------I I r�4-------- ----- -iIr l ------- ------ 74` FROFOSED FIRST FLOOR DEMOLITION FLAN FROPOSEP O ROUND LEVEL 1�)EMOL I TI ON FLAN 5CALE: 1/4" = 1'-0" SCALE: 1/4" (5E N ERAL 5"%r��50L <E",-r : _ EXISTING TO BE DEMOLISHED � NEW PARTIAL HEIGHT NATURAL LIGHT 4 VENTILATION (HABITABLE SPADE) a- �`�1 WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) W EXISTING TO REMAIN14 I6'-o" FLOOR AREA ILIS.F. REQb S.F. PROV. O NEW FOUNDATION WALL NEW WOOD FRAME' (L.G. LLI 5TL. WHEN APPLICABLE) o 4 o o� I STORG.I U.G. -J cc d ® REF• LIGHTING;MIN. 851; NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL d 15.7 S.F. 26.4 S.F. +J OF FLOOR AREA Q WOOD FRAME (L.G. STL. ® POST FOR 4" WALLS WHEN APPLICABLE:) (MIN. (2) 2"xb" STRUCTURAL 36" GRILL VENTILATION;MIN. Oi 4% OF FLOOR AREA 1.6 S.F. 14.2 S.F. C O P05T FOR 6" WALL5), U.O.N. - O NEW 2-HR FIRE RATED , � >; C9 WOOD FRAME (L.G. STL. - - - - - - - - - - - - - LO (11 Z WHEN APPLICABLE:) � d / ❑ 0 d •� � Y 51-611 / REINFORCED PROP PROF. UN \ O O O 4- GONG. SLAB PAVERS TO D - -� O m -Z (- FLOOR PLAN NOTES o EXIST. WOOD POOL to Iq 0c\j N DOOR NOTE: TYPICAL BATHROOM NOTE: NEW MEGH. AREA: �j �,�� DECK Q a O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O 1. WALL BOARD O ABOVE ❑❑� �'� I 5 13 1. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEG.s �� ❑ ON PLANS BY 'JELD-INEN' (OR EQUAL). I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 2.MAINTAIN 30"x3O" CLEARANCE IN FRONT OF MECHANICAL 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ALL BATHROOMS UNITS A5 PER NYS MG 306.1 -i I.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND A ON PLANS BY THERMATRU (OR EQUAL). 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES PROP. BLUESTONE _ _ 3.NOTE DOES NOT INDIG TUB SURROUNDS ATE EACH NEW DOOR REQUIRED PER NYS MG 804. PATIO / PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 2. SHOWER FLOORS 4.IF APPLICABLE, DISCONNECT, REROUTE, 4 RECONNECT p 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 2.2. CONCRETE MUD-5ET (SLOPE V/ " PER FOOT EQUIPMENT TO EXIST. PIPING AS REQ.'D. EXIST. in = WALLS, U.O.N. 14 REAR 5. INSTALL AS PER MANU SPEC.'s TOWARDS DRAIN) UPON 6.PROVIDE (2) 2"xIO" HIDR., U.O.N. 2.3. WATER PROOF MEMBRANE TO COVER SHOW TYPICAL MECHANICAL AREA NOTES:ER COVERED ' m 7. SEE PAGE 0-005 FOR ALL OTHER FRAMING FLOOR, WRAP DRAIN 4 ATLEAST 15" UP WALLS (• FOR ND. FR. FLOOR - PROVIDE I/2" GONG. BD. BY PATIO X ry A 301 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 3. BATHROOM WALLS "DUROGK" (OR EQUAL) 74 d L -L L I -1 L 5.ALL NEW INTERIOR DOORS TO MATCH EXISTING 5.1. PROVIDE TILE FINISH AT BATHROOM WALLS 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/8" ROLL UP WINDOW TO BE N ❑ ❑ =ry ONES. 5.1.1. TILE HEIGHT TBD TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) PROVIDED BY G.H.I. r 1 • 4. SHOWER NICHES 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. OVERHEAD DOORS;VERIFY EXISTING DECK O X 2'-5y2" I'-3y2" `.! 57AIR 4 RAILING NOTE: 4.1. PROVIDE NICHE AT ALL SHOWERS SPEC.'S AND AS PER NY5 MECH. AND FUEL GAS CODE WINDOW AND REQUIRED ABOVE TO HAVE O I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 4 MIN. 10" 4.1.1. NICHES TO BE 24"W X 14"H X 3.5"D UNLESS 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT TRACKING CLEARS EXI5TIN6 WATERTIGHT - Tr - RISERS TO BE OPEN OTHERWISE NOTED IT CONFORMS TO NYS MESH. AND FUEL &AS CODE HEADER 4 DROPPED CEILING ADDED C7 M 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 5. COMB. AIR VOLUME AS PER MANU. SPEC.'S - PROVIDE 61RDER (COVERED AREA L 1 1 1 NOT EXCEED THE SMALLEST BY MORE THAN g". 6 NEW LAUNDRY ROOM: FRESH AIR INTAKE FROM EXTERIOR TO BE DRY) I. NEW WASH/ DRY HOOK UP 6. MAINTAIN OR PROVIDE FURNAGE/BOILER ELECTRICAL 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST TH5: O O 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s _� EMERGENCY SHUT OFF SWITCH Ar_., I w/ 51ZE OF EQUIP. 7. FOR &AS SERVICE, PROVIDE OAS SHUT OFF SWITCH 6'-8" 12'-g" 4.I. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 15" MIN. 3.PROVIDE HOOK UPS AS REO'S PER MANU. 6. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER 2'-II" '-O" 4.5. BELOW HANDRAIL,RAIL ON ONE SIDE: S: MIN. CLEARANCES AS PER CODE U 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 27' MIN. 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN g. PROVIDE 3" FLOOR DRAIN IF REQ'D BY EQUIPMENT 4 EXIST. WI 40 X 14" FJ V�H p ER- - ONE 51DE OF EACH FL16HT OF STAIRS CONTAINING FOUR DRYER EXHAUST NOTE: CONNECT TO SANITARY SYSTEM AS PER NYS ® 16" O.G. - - -F7- -7 - - - OR MORE RISERS, AND WHERE SHOWN ON PLANS. 14 O EXIST. I. DUCT SHALL TERMINATE TO EXTERIOR WALL PLUMBING GODS UPPERS ' I I.M. 6" /r 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 10.APPLIANCES JOINED THROUGH A COMMON NATURAL - o I I WET _T ELEC. ° f' \` ^ ALKING SURFACES LOCATED MORE THAN 50" ABOVE OPENINGS DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL I I DW BAR cv PANEL 4 4 W V J FINISHED FLOOR OR. GRADE, 4 WHERE SHOWN ON PLANS. 3.DUCT SIZE AS PER MANU. SECTIONS OF 2020 NY5 RC 62427. AI WALL Allk 7. 36" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER 'k I6 IN-FILL 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN VERIFY 4 INSTALL PROPER INSULATION WITHIN EXIS ALLOW PASSAGE 01= A 4" � SPHERE;36"' HIGH _ � � 101 13 VAC. V.I.F. EXIST. FAI 14 HANDRAIL. CONSTRUCTION. FLEXIBLE TRANSITION DUSTS USED TO 14 EXISTING WOOD FRAME AS PER NY CODE IN FOR ALL MESH. 8. 6RIPPABLE RAIL AS PER CODE. CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM THE PROPOSED RECREATION SPACE ON THE EXIST. 4 15 17 g. RAILING TO BE WOOD. SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO GROUND FLOOR A/S PROPOSED I I EQUIPMENTS EXCEED 5 FEET AND SHALL BE LISTED AND LABELED COND. RECREATIONAL I MODIFIED SMOKE DETECTOR / GO DETECTOR NOTES: IN ACCORDANCE WITH UL 2155A. SPACE BEDROOM ❑I O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID IS FIRE RATED DOOR: 14 113-71 sF. PROPOSED EXIST. Iqb 5F. EXIST. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR METAL 1-4//SMOOTH INTERIOR SURFACES WITH JOINTS 3I X6 0.75 HR. SELF-CLOSING STEEL DR. HEATED 4 G. MECH. ROOM A/C PROPANE RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST FINISHED - INE U.C. 84 SF. 1t TANK HARD WIRED TO EACH OTHER w/BATTERY BACKUP. EXIST. I REF• DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL EXIST. FLAT O (V 2.INTERCONNECTION BETWEEN NEW 4 EXI5TIN& DEVICES i EF. - SHALL NOT BE REQUIRED WHERE EXISTING ALARMS SCREWS NEW I-HR FIRE RESISTANT CEILING CONSTRUCTION A/G CEILING HOT. lo' in 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER I6 PROVIDE (2) LAYERS OF 5/8' DENSGLASS" FIRE COND. ARE NOT INTERCONNECTED, AS PER NYS R314.4. LOCATION TO THE WALL OR ROOF TERMINATION. THE RATED SHEATHING BY 6EOR5IA PACIFIC" (OR EQUAL) J�H�j r 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND V.I.F. EXIST. BOILER MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 • JOIN PANELS AS PER MANU. SPECS (ASTM E 136) FLUE CONNECTED PER GENERAL ELECTRICAL NOTES AI PAGE 6-002. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH g0° ---- 4.SMOKE / GO DETECTORS TO MAINTAIN 5' MIN. (RATING AS PER 2020 NYSBG TABLE 722.6.2(I)] g'_O�� I � � i THROUGH CHIMNEY HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUGT5 BEND. THE MAX. LENGTH OF THE EXHAUST DUST DOES a PROVIDE SHEATHING AROUND DROPPED BEAMS 4 NOT INCLUDE THE TRANSITION DUCT. HEADERS AS REOV 14'-O" 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. EXIST. 5. INSTALL ALL AS PER MANU. 5PEG.'s PROVIDE FIRE RATED SEALANT ® ALL SEAMS BY "3M" I �� �� I BOILER 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR (OR EQUAL) -__-y NEW GAS FIREPLACE: 5M/GO IN COMPLIANCE WITH LOCAL CODE O FASTEN AS PER MANU SPEC.'S I. REMOVE 4 REPLACE OAS FIREPLACE INSERT INSTALL ALL AS PER MANU SPEC.'S EXIST.I WINDOW NOTE: 2.INSTALL AS PER MANUFACTURER'S SPECIFICATIONS • O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN AND NY STATE CODE STEEL EXIST. I GOLUM THERMOSTAT 3.CONNECT TO EXISTING VENTING TERMINAL AND REFER 17 I-HR FIRE RATED NO. FR. INTERIOR WALL CONSTRUCTION: I T CASEMENT, DOUBLE-FIUNG, OR GLIDING (AS NOTED). 18 TO INSTALLATION MANUAL FOR ALL REQUIRED (CONSTRUCT PER UL DESIGN NO. U505 IN CONFORMANCE w/ NATURAL LIGHT a PROP. l04 INSTALL AS PER MANU. SPEC.'S. O CLEARANCES UL 263 STANDARDS) i N 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; EXIST. VENTILATION L DY• PROP. 4.REFER TO INSTALLATION MANUAL FOR MANTEL I. 2"xb" STUDS 0 Ib O.C. w/SHOE 4 DEL. TOP PLATE UPON I I �Y DRYER SEE DESIGNATIONS 4 WINDOW SCHEDULE. PROPANE FLOOR GL. VENT 3. FOR SUBSTITUTIONS, SEE NOTE #g IN "GLASS WINDOWS INSTALLATION GUIDELINES 2.(1) T DENS 6LA55 FIRE RATED SHEATHING TANK 1371 S.F. 26b SF. AREA 3.INSTALL ALL AS PER MANU. SPEG.'s �V AND DOORS" ON PAE4E 6-002. Q� 4 � 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. NEW EXHAUST FAN SHALL BE INSTALLED WHERE 6.INSTALL CAVITY 4 CONTINUOUS INSULATION (WHEN S.F. REO. S.F. PROV. 6 ❑ 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH O8 VENTILATION 15 NOT MET BY MEANS OF NATURAL APPLICABLE) AS PER SECTION 4 ENERGY TABLE O 12 103 _ b.IN GENERAL, TEMP. Gl_. SHALL BE PROVIDED: CIRCULATION THROUGH WINDOWS OR DOORS TO 7 LIGHT . PROVIDE ALL NECESSARY TRIM FOR PROPER 10°I.7 S.F. 7 102 6.5 S.F. l� 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF OUTDOOR SPACES AS PER NYS MESH. CODE SECTION INSTALLATION REO'D p1 I 5 .p SWINGING, SLIDING, 4 BIFOLD DOORS 405.5.2.5; INSTALL AS PER MANU. SPECS VENT 54b S.F. 55.7 S.F. w 6.2. WITHIN IS" OF F.F. THERMOSTAT: REQ'D Ov,/ 12 6.5. WITHIN 24" OF A DOOR 18 I. PROVIDE THERMOSTAT FOR 4 ZONES: �, I O 6.4. WITHIN STAI"AY5 4 WITHIN 36" OF A LANDING gO REMOVE 4 REPLACE ALL KITCHEN CABINETS. - ZONE I: &ROUND FLOOR BEDROOMS 1-1 Q SM/GO I-I 6.5. WITHIN TUB/SHOWER ENCLOSURES - ZONE 2: GROUND FLOOR REMAINING ROOMS A-301 �I I I 5 A-501 b.b. SEE ALSO GENERAL NOTES ON PAGE 6-002 - ZONE 3: FIRST FLOOR BEDROOMS BENCH rn 7. SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND NEW PLUMBING FIXTURES $ NEW PLUMBING WALL: - ZONE 4: FIRST FLOOR REMAINING ROOMS WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM to ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 2. H.O. TO SELECT MODEL; INSTALL AS PER 105 (2) 2NIO" HEADER U.O.N. SEE AL50 PLUMBING 6ENERAL NOTES ON PAGE 6-002. MANUF. SPECS X NEW g_0 PROP. TILE 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER g_O �) I FLOORING 14 FLOORING Z NYS R3I2.2 FOR OPERABLE WINDOWS WITH SILL HE16HT5 TO BE TILE B w LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN 72 II NEW WOOD FLOOR: (WOOD LOOK MODIFIED O E ABOVE GRADE OR THE ADJACENT SURFACE AT THE I. ALL EXISTING 5UB-FLOOR TO REMAIN. H - - - - - - - N FINISH) BA 0 THROOM BUILDING EXTERIOR. O q6 O 5F. U 2.NEW WOOD FINISHED FLOOR PER H.O. SELECTION PROP BAR m EXIST. WI 40 X 14" FJ O 8 4 EGRESS NOTE: A - - - _ ( I ® I6" O.G. %z IN COMPLIANCE WITH NEW YORK STATE BUILDING NEW TILE FLOOR: 4 V' GORE, SECTION R310.2.1;THE FOLLOWING MEANS OF 12 I. NEW TILE FINISH (H.O. TO SELECT) UPON EGRESS SHALL BE FOLLOWED: 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON I EXIST. THERMOSTAT AND . - _ p PROP. , iV SHIPLAP 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON 15 ZONE TO INCLUDE PROP. PROP I/ WALL5 Eli w NET CLEAR OPENING........... 5.-1S.F. RECREATION ROOM GL. `t'2 NET CLEAR HEIGHT............... 24" MINIMUM 4.NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); I I q.5 5F. Q NET CLEAR W 3-11.IDTH................. 20" MINIMUM SCREW PERIMETER OF SHEATHING 6" O.G. 4 12 O.G. ® .p EXIST. o INTERIOR. ' SEPTIC T Z�\d 107 PIPE 106 4'-g" I PROJECT: _ C� PROP. 1 STATHOUDAKIS ELEVATOR TO EXIST. UNDER-STAIR � m SM/GO PROP, BE REPAIRED ELEVATOR 5TORA6E. - - WALL IN PILL I GOLF OPEN ' I IN-FILL RESIDENCE SIMULATOR AREA 18' X ib' MODIFIED PROF. BEDROOM 280 THE SHORT LANE RAND MOTOR 207 5F. FOYER - EAST MARION, NY 11939 14 221 5F. EXIST. TREADS TO REMAIN EXIST. WI 40 X 14" FJ EXIST. 11 B ❑ DRAWING TITLE: O 40 5F. 2 x 14 PROPOSED FLOOR PLAN EXIST. 0 - SEPTIC 14 14 PIPE 4 �D EXIST. 108 - A SEPTIC 0 14 EGRESS - - - - - - - - - - - PIPE (3) g.5" LVLHEADER PROP. I(o' X 8' INSULATED PAGE: NOTE: 7 ALL SCHEDULES ARE ON PAGE A-105 INCLUDING: DOOR GARAGE DOOR A A X EXIST. RAILING TO BE 5'-7" fil SCHEDULE, WINDOW SCHEDULE, FINISH SCHEDULE AND REPLACED;TREADS AND A-ml02m00 MECHANIGALS ® RISERS TO REMAIN 12-1 X EXIST. WOOD PORCH ABOVE HIGH EFFICIENCY LAMPS: NOT LE55 THAN qO% OF THE PERMANENTLY INSTALLED LIGHTING I DATE: 08/19/24 6 OF 13 FIXTURES SHALL CONTAIN ONLY H16H-EFFICACY LAMPS, AS PER L 2020 NYS EGG R404.1 L-❑ - - - - - - - - - - ❑ - HOT WATER PIPING INSULATION: NATURAL LIGHT 4 VENTILATION'_) MECHANICAL SYSTEM PIPING AND HOT KATER PIPING SHALL BE - - - - - INSULATED TO AN R-VALUE OF NOT LE55 THAN R-3 FOR THE (HABITABLE SPACE) FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 4 R403.5: �� 'e �:,.•`'�., ,. 1. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING _ - _ _ - - _ FLOOR AREA 207 S.F. FLUIDS >105°F OR <55°F (R403.4) - - - - - S.F. REQ. S.F. PROV. 2. PIPING J" AND LARGER IN NOMINAL DIAMETER 3. PIPING SERVING MORE THAN (1) DWELLING UNIT - - - - - - , LIGHTING;MIN. a% ^^^nf 4. PIPING LOCATED OUT51PE CONDITIONED SPACE OF FLOOR AREA Ib.b S.F. 31A S.F. 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD , b. PIPING LOCATED UNDER: A FLOOR SLAB VENTILATION;MIN. g� S.F. 16.7 S.F. 7. BURIED PIPING 4% OF FLOOR AREA 5. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS FROFOSED OROUM7� LEVEL FLOOR PLAN OTHER THAN DEMAND RECIRCULATION SYSTEMS. 2,283 S.F. HAE3I7AE3LE SF ACE; 2,404 S.F. CROSS FLOOR AREA SCALE: 1/4" = I'-O" (5F I `tEf;;',,AL 5 I �150L E I _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT a WOOD FRAME (L.G. STL. Q � WHEN APPLICABLE) n� EXISTING TO REMAIN � GENERAL NOTES: � -� Lu NEW WOOD FRAME (L.G. NEW FOUNDATION WALL I.SONO SPEAKERS TO BE INSTALLED ON BOTH LEVELS I---I 2.NEW WINDOW < DOOR MOLDING ON INTERIOR SIDE ,WI cc5TL. WHEN APPLICABLE) 5.REMOVE BASE MOLDIN6 AND REPLACED WITH NEW 6" (') BASE MIN. (2) 2"x4" STRUCTURAL 4.NO GROWN MOLDING Q ;� nl NEW I-HR FIRE RATED ® 5.ALL ROOMS EXCEPT LAUNDRY AND BATHROOM TO HAVE c L ) WOOD FRAME (L.G. STL. POST FOR 4" WALLS WOOD FLOORING WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 6.LAUNDRY AND BATHROOM TO HAVE TILE FLOORING 2 W _ POST FOR 6" WALLS), U.O.N. - -O } 0 WOOD FRAMES (L..G..5D. •L_ O N z WHEN APPLICABLE) a •ca EXIST. DECK G X (V 2 0 O a--+ 1 FLOOR PLAN NOTE5 EXIST. DECKING TO REMAIN; -�j 0 m - . Lo PROVIDE WATERTIGHT CEILING C N (zi cu DOOR NOTE: TYPICAL BATHROOM NOTE: AT UNDERSIDE OF DECK, THIS c NEW MECH. AREA: AREA ONLY;APPROX. 500 SF Q O C) n' G Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O I. WALL BOARD 13 I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. 5PEC.'s NEW la RI ® .5" ON PLANS BY 'JELD-WEN' (OR EQUAL). I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL DN (1-7 Tr ® I .5' 2.INSTALL NEW EXTERIOR DOOR:5 WHEN GALLED OUT ALL BATHROOMS UNITS AS PER NYS MG 506.1 ON PLANS BY 'THERMATRU' (OR EQUAL). 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES TUB SURROUNDS 3.NOTE DOES NOT INDICATE EACH NEW DOOR REQUIRED PER NYS MG 804. - - - - - - - - - - - - - - - - - - - PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 2. SHOWER FLOORS 4.IF APPLICABLE, DISCONNECT, REROUTE, 4 RECONNECT ❑ 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 4.PLACE DOORS 4 MIN. FROM PERPENDICULAR 2.2• CONCRETE MUD-SET(SLOPE I/5" PER FOOT EQUIPMENT TO EXIST. PIPING AS REQ.'D. WALLS, U.O.N. 2 5.INSTALL AS PER MANU SPEG.'s TOWARDS DRAIN) UPON TYPICAL MECHANICAL AREA NOTES: 6.PROVIDE (2) 2"x10" HDR., U.O.N. 2.5. WATER PROOF MEMBRANE TO COVER SHOWER EXIST. DINING 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING FLOOR, WRAP DRAIN 4 ATLEAST 15" UP WALLS I. FOR PC. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 3. BATHROOM WALLS "DUROCK" (OR EQUAL) ROOM ' J 5.ALL NEW INTERIOR DOOR5 TO MATCH EXISTING 5.1. PROVIDE TILE FINISH AT BATHROOM WALLS 2. FOR WD. FR. WALLS - PROVIDE (I) LAYER OF 5/5" I'M SF. EXIST. COVERED PORCH T ONES. 5.1.1. TILE HEIGHT TBD TYPE "X" GYP. BD. UL U305 (OMIT ON GONG. WALLS) REMOVE 4 REPLACE / 1 4. SHOWER NICHES 3. WHEN NEW, INSTALL FURNACE/BOILER A5 PER MANU. RAILING (TYP) 0 • STAIR 4 RAILING NOTE: 4.1. PROVIDE NICHE AT ALL SHOWERS SPEC.'S AND AS PER NYS MECH. AND FUEL SAS CODE O I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" R1 4 MIN. 10" 4.1.1. NICHES TO BE 24"W X 14"H X 3.5"D UNLESS 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT Tr - RISERS TO BE OPEN OTHERWISE NOTED IT CONFORMS TO NY5 MECH. AND FUEL GAS CODE EXIST. WI 40 X 14" CJ J 5. COMB. AIR VOLUME AS PER MANU. 5PEC.'s - PROVIDE 4- 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL O NEW LAUNDRY ROOM: FRESH AIR INTAKE FROM EXTERIOR ® I6" O.G. NOT EXCEED THE SMALLEST BY MORE THAN ". 6 I. NEW WASH/DRY HOOK UP S. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-8". 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL 4. STAIR5 SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 2.COORDINATE LAUND. ROOM DOOR DIM.'s FOP, SAS S SHUT OFF SWITCH + 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 36" MIN. w/ SIZE OF EQUIP. '1. FOR 6A5 SERVICE, PROVIDE 6A5 SHUT OFF SWITCH 3.PROVIDE HOOK UPS AS REQ'S PER MANU. b. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. z r 1 4.5. BELOW HANDRAIL,RAILS ON BOTH SIDES: 2? `J " MIN. CLEARANCES AS PER GORE i c 5. HANDRAIL5 SHALL BE PROVIDED ON NOT LE55 THAN q. PROVIDE 3" FLOOR DRAIN IF REQ'D BY EQUIPMENT 4 ONE SIDE OF EACH FLIGHT OF STAIR5 CONTAINING FOUR DRYER EXHAUST NOTE: CONNECT TO SANITARY SYSTEM AS PER NYS MODIFIED S.._ OR MORE RISERS,AND WHERE SHOWN ON PLANS. 1. DUCT SHALL TERMINATE TO EXTERIOR WALL PLUMBING CODE KITCHEN 6. 6UARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDED 2.DUCT SHALL TERMINATE MIN. 4'-O" FROM ANY IO.APPLIANCES JOINED THROUGH A COMMON NATURAL 276 SF. ' WALKING SURFACES LOCATED MORE THAN 30" ABOVE OPENIN65 DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL I q FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. 3.DUCT 51ZE AS PER MANU. 5ECTION5 OF 2020 NYS RC 6,2421. 3_p "i. 56" HIGH GUARDRAIL 4 SPINDLE 5PACIN6 NOT TO 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER ALLOW PASSAGE OF A 4" 4> SPHERE;36" H16H 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN VERIFY 4 INSTALL PROPER INSULATION WITHIN I ] REMOVE 4 Q HANDRAIL. CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 14 EXISTING WOOD FRAME AS PER NY CODE IN REPLACE 6A5 5. 6RIPPABLE RAIL AS PER CODE. CONNECT T THE LIMI DRYER O THE EXHAUST SDUCT T TOSYSTEM THE PROPOSED RECREATION SPACE ON THE I FIREPLACE 4 a. RAILING TO BE HOOD. GROUND FLOOR SURROUNDING EXCEED 8 FEET AND SHALL BE LISTED AND LABELED PROP. SMOKE DETECTOR / GO DETECTOR NOTES: IN ACCORDANCE WITH UL 2155A. FAUX MATERIALS O I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID FIRE RATED DOOR: EXIST. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS 15 5QX(b2 0.775 HR. SELF-CLOSING STEEL DR. p ABOVE BEDROOM HARD WIRED TO EACH OTHER w/BATTERY BACKUP. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 502 Sr_. 2.INTERCONNECTION BETWEEN NL=W 4 EXISTING DEVICES DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL q SHALL NOT BE REQUIRED WHERE EXISTING ALARMS SCREWS NEW I-HR FIRE RESISTANT CEILING CONSTRUCTION ARE NOT INTERCONNECTED, AS PER NYS R314.4. •7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 16 • PROVIDE (2) LAYERS OF 5/5" "DEN5GLASS" FIRE p I EXIST. LIVING 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED,AND LOCATION TO THE WALL OR ROOF TERMINATION. THE RATED SHEATHING BY 6EORSIA PACIFIC" (OR EQUAL) PROP. POT Q ROOM II PER GENERAL ELECTRICAL NOTES ON PACE 6-002. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 • JOIN PANELS AS PER MANU. SPECS (ASTM E 136) FILLER ry 442 5F. 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. FEET FOR EACH 45" BEND AND 5 FEET FOR EACH q0• [RATING AS PER 2020 NYSBG TABLE'722.6.2(U] - - BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES PROVIDE SHEATHING AROUND DROPPED BEAMS 4 HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS X EXIST. DEGKIN6 NOT INCLUDE THE TRANSITION DUCT. HEADERS AS REQ'D m 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. 0 Q� I � TO REMAIN cV � 5.INSTALL ALL A5 PER MANU. 5''PEG.'g • PROVIDE FIRE RATED SEALANT ® ALL SEAMS BY "3M" NEW KITCHEN HOOD EXIST. WI 40 X 14" GJ 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR (OR EQUAL) O Ol .� ® 16,10.0. NEW GAS FIREPLACE: VENT;MAINTAIN MIN. IN COMPLIANCE WITH LOCAL CODE O I. REMOVE 4 REPLACE 6A5 FIREPLACE INSERT • FASTEN AS PER MANU SPECS 3'-0" FROM ALL < - 1- II • INSTALL ALL AS PER MANU SPEC.'S N 7 5'-O" WINDOW NOTE: 2.INSTALL AS PER MANUFAGTVRER'S SPEGIFIGATIONS O4 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN AND NY STATE CODE WINDOWS p X I-HR FIRE RATED WD. FR. INTERIOR WALL CONSTRUCTION: CASEMENT, DOUBLE-HUNG,OR 6LIDIN6 (AS NOTED). 3. CONNECT TO EX15TINO VENTING TERMINAL AND REFER O INSTALL AS PER MANU. SPEC.'S. TO INSTALLATION MANUAL FOR ALL REQUIRED (CONSTRUCT PER UL DESIGN NO. U3o5 IN CONFORMANCE w/ I� CLEARANCES UL 265 STANDARDS) 211 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 4.REFER TO INSTALLATION MANUAL FOR MANTEL " " PROP. SEE DESIGNATIONS 4 WINDOW SCHEDULE. I. 2 xb STUDS ® Ib O.G. w/SHOE 4 DBL. TOP PLATE UPON 3.FOR SUBSTITUTIONS, SEE NOTE: #q IN "GLASS WINDOWS INSTALLATION GUIDELINES 2.(1) I" DENS CLASS FIRE RATED SHEATHING VL• p WALLPAPER a a z ! TO BE ON ALL AND DOORS" ON PAGE 6-002. 3.INSTALL ALL AS PER MANU. SPEC.s � COFFEE i 10 SF. POWDER ROOM 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. NEW EXHAUST FAN SHALL BE INSTALLED WHERE 6.INSTALL CAVITY 4 CONTINUOUS INSULATION (WHEN II BAR _J WALL WALLS S. ALL DOUBLE HUNG WINDOWS 70 BE TILT WASH O VENTILATION 15 NOT MET BY MEANS OF NATURAL APPLICABLE) AS PER SECTION 4 ENERGY TABLE IN-FILL 6.IN GENERAL,TEMP. GL. SHALL BE PROVIDED: CIRCULATION THROUGH WINDOWS OR DOORS TO '7. PROVIDE ALL NECESSARY TRIM FOR PROPER q 15 12 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF OUTDOOR SPACES AS PER NYS MECH. CODE SECTION INSTALLATION I_I I p 5 210 I-I SWINGING, SLIDING, 4 E3IFOLD DOORS 405.5.2.3; INSTALL AS PER MANU. SPECS EXIST. A-301 THERMOSTAT NT A-301 6.2. WITHIN 15" OF F.F. THERMOSTAT: 6.5. WITHIN 24" OF A DOOR: IB I. PROVIDE THERMOSTAT FOR 4 ZONES: T 8EXIST. 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING O REMOVE 4 REPLACE ALL KITCHEN CABINETS. - ZONE I: GROUND FLOOR BEDROOMSPIEF. - - in • 6.5. WITHIN TUB/SHOWER ENCLOSURES - ZONE 2% GROUND FLOOR REMAINING ROOMS EXIST. (2) 2"XI2" LVL DROPPED 61RDER o B EXIST. 3"1 SF. 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 - ZONE 3: FIRST FLOOR BEDROOMS - - • 26 SF SM/GO 'I. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND NEW PLUMBING FIXTURES 4 NEW PLUMBING WALL: - ZONE 4: FIRST FLOOR REMAINING ROOMS - T WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM Ip ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 2. H.O. TO SELECT MODEL; INSTALL AS PER 6 (2) 2"xlO" HEADER U.O.N. SEE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. MANUF. SPECS II � •U'/ EXIS 15 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER ALL INTERIOR 6 204 h SM/CO 206 HERMOSTAT NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HE16HT5 DOORS TO I1:1 12 1 205 w EXIST. WI 40 X 14" GJ Z M/GO LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN'72" I I NEW WOOD FLOOR: BE 8'-O" I I'-'7" ® I6" O.G. 3 20'i � ABOVE GRADE OR THE ADJACENT SURFACE AT THE 1. ALL EX15TINO SUB-FLOOR TO REMAIN. BUILDING EXTERIOR. DRYER2•NEW WOOD FINISHED FLOOR PER H.O. SELECTION ( EoDIFIED 5" 5'-O" X I 12 VENT v MODIFIED in C7 N � EGRESS NOTE: VENT I SPANY 202 ry z� 2'-10" IN COMPLIANCE WITH NEW YORK STATE BUILDIN6 NEW TILE FLOOR: PROP. CODE,SECTION R310.2.1;THE FOI_LOWIN6 MEANS OF 12 1. NEW TILE FINISH (H.O. TO SELECT) UPON I PROP. r OL. 12 5F. 20q EGRE55 SHALL BE FOLLOWED: 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON LAUNDRY`r 9.2 SF. I 3.NEW " DUROCK CEMENTBOARD (OR EQUAL) UPON - - O ROO O PROP 6 W NET CLEAR OPENIN6........... 5.'1 S.F. 4•NEH PLYWOOD SUBFLOOR BENEATH (CLUE 4 SCREW); lO 5F. 205 LINEN Q NET CLEAR HEIGHT............... 24" MINIMUM SCREW PERIMETER OF 5HEATHIN6 6" O.G. 4 12" O.G. ® • CL. NET CLEAR WIDTH................. 20 NIINIMUM INTERIOR. I O 5M O EXIST. - ELEVATOR II - - ---- ---- PROJECT: EXIST. - - 5 STATHOUDAKIS 5' V. 3 IC 15 FOYER Q MODIFIED "-A 2Z-O" BATHROOM RESIDENCE Ia3 5F. MODIFIED EXIST. WI 40 X 14" GJ 5 WALL Q O BEDROOM ® I6 O.G. IN-FILL � 254 SF. 2 � 5 5' V. 280 THE SHORT LANE EAST MARION, NY 11939 5 cV 12 0 MODIFIED 10 EXIST. EXIST. LINEN DRAWING TITLE: 2O1 BATHROOM - UP CL. 56 5F. O 4 PROPOSED FIRST FLOOR PLAN NATURAL LIGHT $ VENTILATIONI / �� A z ; 2 (HABITABLE 5PAGE) (b'-2: EXIST. HAN61N6 TREADS TO BE FIXTURE IN FOYER TO FLOATING FLOOR AREA 234 S.F. BE REPLACED PAGE: NOTE: S.F. REQ. S.F. PROV. EXIST. DEGKIN6 TO REMAIN EXIST, COVERED PORCH ALL SCHEDULES ARE ON PAGE A-I05 INCLUDING: DOOR LIGHTING;MIN. 8% SCHEDULE, WINDOW SCHEDULE, FINISH SCHEDULE AND OF FLOOR AREA I8.1 S.F. 50.1 S.F. A-:103m00 4% OF FLOOR AREA MECHANICALS VENTILATION;MIN. F CIA S.F. 21.1 S.F. U1 xz Id HIGH EFFICIENCY LAMPS: NOT LESS THAN q0% OF THE PERMANENTLY INSTALLED LIGHTING 2 2 DATE: 08/19/24 7 OF 13 FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS,AS PER REMOVE 4 REPLACE 2 2020 NY5 EGG R404.1 RAILING (TYP) REMOVE 4 REPLACE RAILING, TREADS 4 RISERS HOT WATER PIPING INSULATION: MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE INSULATED TO AN R-VALUE OF NOT LE55 THAN R-3 FOR THE - - - - - - FOLLOWING CONDITIONS PER 2020 NY5 EGG R405.4 4 R403.5: I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS >105°F OR <55°F (R403.4) 2. PIPING " AND LARGER PN NOMINAL DIAMETER FROPOsE17) FIRST FLOOR PLAN 3. PIPING SERVING MORE THAN (1) DWELLING UNIT 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD SCALE: 1/4" = P-O" b. PIPING LOCATED UNDER A FLOOR SLAB 1. BURIED PIPING 5. SUPPLY 4 RETURN PIPING IN RECIRCULATION 5Y5TEM5 OTHER THAN DEMAND RECIRCULATION SYSTEMS. OE I `SF_ ' AL SNTO' 50L <E� EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT CL WOOD FRAME (L.6. 5%. Q EXI5TIN6 TO REMAIN WHEN APPLICABLE) Lu NEW WOOD FRAME (L.6. NEW FOUNDATION WALL W co 5%. WHEN APPLICABLE) J () NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q CV ` 1 WO Qw OD FRAME (L.o. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL - - - - 7 0) POST FOR 6" WALLS), U.O.N. -� - O NEW 2-HR FIRE RATED / \ i CO WOOD FRAME (L.6. 5TL. 0 c (V z O WHEN APPLICABLE) / \ d 'tB Lo v / \ 0 0 0 4- Om a-' � FLOOR PLAN NOTES -J N O to :)OR NOTE: TYPICAL BATHROOM NOTE: NEW MEGH. AREA: L - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Q O INSTALL NEW INTERIOR DOORS WHEN GALLED CUT O I. WALL BOARD 13 I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEG.'s - - - - - - - - - - ON PLANS BY 'JELD-WEN' (OR EQUAL). I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 1. MAINTAIN ALL INDICATED CLEARANCE IN FRONT R MECHANICAL INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ALL BATHROOMS UNITS AS PER N0" CLEARANCE 306.1 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND ON PLANS BY 'THERMATRU' (OR EQUAL). TUB SURROUNDS R 5.MAINTAIN ALL APPLICABLE VENTING CLEAANCES NOTE DOES NOT INDICATE EACH NEW DOOR REQUIRED PER NYB MG 804. 2. SHOWER FLOORS PROPOSED;SEE DE516NAT'IONS b DOOR SCHEDULE. 4.IF APPLICABLE, DISCONNECT,REROUTE, d RECONNECT 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON PLACE DOORS 4' MIN. FROM PERPENDICULAR 2.2. CONCRETE MUD-SET(SLOPE 115" PER FOOT EQUIPMENT TO EXIST.PIPING AS REQ.D. WALLS, U.O.N. INSTALL AS PER MANU 5PE:C.'s TOWARDS DRAIN) UPON TYPICAL MECHANICAL AREA NOTES:- PROVIDE (2) 2"xIO" HDR.,U.O.N. 2.5. WATER PROOF MEMBRANE TO COVER 5HOWER �: I. FOR PC. FR. FLOOR - PROVIDE I/2" GONG. BD. BY SEE PAGE 6-005 FOR ALL OTHER FRAMING FLOOR, WRAP DRAIN # ATLEAST IB UP WALLS "DUROGK" (OR EQUAL) ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.V. 5. BATHROOM WALLS .+� ALL NEW INTERIOR MOORS TO MATCH EXI5TIN6 5.1. PROVIDE TILE FIN15H AT BATHROOM WALLS 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/8" ONES. 5.1.1. TILE HEIGHT TBD TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) Vr ) 4. SHOWER NICHES 5. WHEN NEW, INSTALL FURNACE/BOILER A5 PER MANU. I 'AIR $ RAILING NOTE: 4.1. PROVIDE NICHE AT ALL 5HOWER5 SPEC.'s AND AS PER NYS MECH. AND FUEL OAS CODE /� ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI d MIN. 10" 4.1.1. NICHES TO BE 24"W X 14"H X 5.5"D UNLESS 4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT I W Tr - RISERS TO BE OPEN OTHERWISE NOTED IT CONFORMS TO NY5 MECH. AND FUEL OAS CODE M 6REATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 5. COMB. AIR VOLUME AS PER MANU. SPEC.'s - PROVIDE 4J 1 1 1 NOT EXCEED THE SMALLEST BY MORE THAN j". O NEW LAUNDRY ROOM: FRESH AIR INTAKE FROM EXTERIOR I ■ .� HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-8". I. NEW WASH/ DRY HOOK UP 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTH5: 2.COORDINATE E LAUND. ROOM Q DOOR DIM.'s EMERGENCY SHUT OFF SWITCH I I "�' 4.1. BETWEEN CLEAR HE'_I6HT d HANDRAILS: 56 MIN. -I. FOR 6A5 SERVICE, PROVIDE 6AS SHUT OFF SWITCH 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE: 31.5" MIN. 5.PROVIDE HOOK UPS AS REQ'S PER MANU. 6. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2'T" MIN. CLEARANCES AS PER CODE I EXIST. I U HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN q. PROVIDE 5" FLOOR DRAIN IF REO'D BY EQUIPMENT # SKYLIGHT ONE SIDE OF EACH FL16HT OF STAIRS CONTAINING FOUR DRYER EXHAUST NOTE: CONNECT TO SANITARY SYSTEM AS PER NY5 OR MORE RISERS, AND WHERE SHOWN ON PLANS. 1. DUCT SHALL TERMINATE TO EXTERIOR WALL PLUMBING CODE GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 10.APPLIANCES DRAFT VENTIJOI EDT H SHALL COMPLY WTH NATURAL I • WALKING SURFACER LOCATED MORE THAN 30' ABOVE 5.DUCT SIZE AS PER MANU. SECTIONS OF 2020 NYS RG 62421. n l FINISHED FLOOR OR 6RP�DE, d WHERE SHOWN ON PLANS. W 56" HIGH 6UARDRAIL 4 SPINDLE SPACIN6 NOT TO 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER ALLOW PASSAGE OF A 4" 0 SPHERE;56" HIGH 5• TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN VERIFY 4 INSTALL PROPER INSULATION WITHIN I Q HANDRAIL. CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 14 EXI5TIN6 WOOD FRAME AS PER NY CODE IN 6RIPPABLE RAIL AS PER.CODE. CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM THE PROPOSED RECREATION 5PAGE ON THE I EXIST. 2" X 8" C-1 RAILING TO BE WOOD. SHALL BE LIMITED TO 5IN6LE LENOTH5,NOT TO GROUND FLOOR ® 16" O.G. EXCEED 5 FEET AND SHALL BE LISTED AND LABELED - - �OKE DETECTOR / GO DETECTOR NOTES: IN ACCORDANCE WITH UL 2155A. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK R161D FIRE RATED DOOR: 15 ( SMOKE /CARBON MONOXIDE COMBINATION DETECTOR METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 3Q X6 0.15 HR. SELF-CLOSING STEEL DR. HARD WIRED TO EACH OTHER w/BATTERY BACKUP. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST INTERCONNECTION BETWEEN NEW $ EXI5TIN6 DEVICES DUCTS SHALL NOT BE CONNECTED WITH SHEET-METALSCRE NEW I-HR FIRE RESISTANT CEILING CONSTRUCTION SHALL NOT BE REQUIRED INHERE EXI5TIN6 ALARMS '7, MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER I6 • PROVIDE (2) LAYERS OF 5/8" "DEN56LA55" FIRE ARE NOT INTERCONNECTED, AS PER NY5 R314.4. LOCATION TO THE WALL OR ROOF TERMINATION. THE RATED SHEATHING BY 6EOR61A PACIFIC" (OR EQUAL) PROVIDE SMOKE/Co DETECTORS AS INDICATED, AND MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 0 JOIN PANELS AS PER MANU. SPECS (ASTM E I5(b) PER GENERAL ELECTRICAL- NOTES ON PACE 6-002. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH QO° SMOKE /GO DETECTORS TO MAINTAIN V MIN. BEND, THE MAX. LENGTH OF THE EXHAUST DUCT DOES • �R PROV71N6IDE S PER INC7 NYBBG TABLE -i22.EAMS HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS PROVIDE SHEATHING AROUND DROPPED BEAMS PROP. NOT INCLUDE THE TRANSITION DUCT 3 OPENINC75 TO BATHROOMS w/SHOWER OR TUB. . HEADERS AS R,EQD MATCH EXISTING INSTALL ALL AS PER MANU. SPEC.'S • PROVIDE FIRE RATED SEALANT® ALL SEAMS BY 115M" 51ZE 5KYL16HT SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR (OR EQUAL) 4 d EXACT LOCATION - NEW OAS FIREPLACE: TO BE DETERMINED IN COMPLIANCE WITH LOCAL CODE O • FASTEN AS PER MANU SPEC.'S - I. REMOVE 6 REPLACE 6AS FIREPLACE INSERT . INSTALL ALL AS PER MANU SPEC.'S I � IN FIELD -� NDOW NOTE: 2.INSTALL AS PER MANUFACTURER'S SPECIFICATIONS ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN AND NY STATE CODE 1-HR FIRE RATED WD. FR. INTERIOR WALL CONSTRUCTION: CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). 5.CONNECT TO EXI5TIN6 VENTING TERMINAL AND REFER (CONSTRUCT PER UL DE516N NO. U505 IN CONFORMANCE w/ INSTALL AS PER MANU. SPEC.'S. TO INSTALLATION MANUAL FOR ALL REQUIRED NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; CLEARANCES U1. 265 STANDARDS)STUD I6" O.G. w/SHOE +f DBL. TOP PLATE UPON I I I IT. EXIST. SEE DESIGNATIONS 6 WINDOW SCHEDULE. 4.REFER TO INSTALLATION MANUAL FOR MANTEL : INSTALLATION GUIDELINES 2.(1) J" DENS CLASS FIRE RATED 5HEATHIN6 UNHEATED d UNFINISHED FOR SUBSTITUTIONS, SEE NOTE #9 IN GLASS WINDOWS SPEC.'s INSTALL ALL AS PER MANU. . .'s AND MOORS" ON PAGE 6-002. 5 I-I I �- - - - - � 2,2-76 SF. 1-1 ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. NEW EXHAUST FAN SHALL BE INSTALLED WHERE 6.INSTALL CAVITY 3 CONTINUOUS INSULATION (WHEN A-301 A-501 ALL DOUBLE HUNG WINDOWS TO BE TILT WASH O8 VENTILATION 15 NOT MET BY MEANS OF NATURAL APPLICABLE) AS PER SECTION b ENERGY TABLE IN GENERAL,TEMP. GL. SHALL BE PROVIDED: CIRCULATION THROUGH WINDOWS OR DOORS TO 1. PROVIDE ALL NECESSARY TRIM FOR PROPER 6.1. FOR ALL SKYLIOHT5 b OPERABLE PANELS OF OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION INSTALLATION SWINGING, SLIDING, b BIFOLD DOORS 405.5.2.5; INSTALL AS PER MANU. SPECS 6.2. WITHIN IS" OF F.F. THERMOSTAT: 6.5. WITHIN 24" OF A DOOR 18 I. PROVIDE THERM05TAT FOR 4 ZONES: 6.4. WITHIN STAIRWAYS d WITHIN 56" OF A LANDING O REMOVE d REPLACE ALL KITCHEN CABINETS. - ZONE 1: GROUND FLOOR BEDROOMS 6.5. WITHIN TUB/SHOWER. ENCLOSURES - ZONE 2: GROUND FLOOR REMAINING ROOMS bh. SEE ALSO 6ENER.AL NOTES ON PACE 6-002 - ZONE 5: FIRST FLOOR BEDROOMS I SEE PACE 6-005 FOR FRAMING ELEMENTS AROUND NEW PLUMBING FIXTURES 8 NEW PLUMBING WALL: - ZONE 4: FIRST FLOOR REMAINING ROOMS WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM 10 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 2. H.O. TO SELECT MODEL; INSTALL AS PER (2) 2NIO" HEADER U.O.N. SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. MANUF. SPECS WINDOW FALL PROTECTION SHALL BE PROVIDED PER I z NY5 R512.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS O LESS THAN 24" ABOVE F.F'., THAT ARE MORE THAN 12° II NEW WOOD FLOOR: ABOVE GRADE OR THE ADJACENT SURFACE AT THE I. ALL EXISTING SUB-FLOOR TO REMAIN. BUILDING EXTERIOR. O 2.NEW WOOD FINISHED FLOOR PER H.O. SELECTION I 0 3RE55 NOTE: I EXIST. 2" X 8" GJ COMPLIANCE WITH NEW YORK STATE BUILDING NEW TILE FLOOR: ® Ib" O.G. ODE, SECTION R510.2.1;THE FOLLOWING MEANS OF 12 I. NEW TILE FIN15H (H.O. TO 5ELEGT) UPON 3RE55 SHALL BE FOLLOWED: 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON 5.NEW " DUROCK CEMENTBOARD (OR EQUAL) UPON I ui ,T CLEAR OPENINO........... 5.7' S.F. 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 8 SCREW); 0 ;T CLEAR HEIGHT............... 24 MINIMUM SCREW PERIMETER OF 5HEATHIN6 6" O.G. 4 12" O.G. ,T CLEAR WIDTH................. 20" MINIMUM INTERIOR. I w PROJECT: STATHOUDAKIS I 2 I RESIDENCE \'-EXIST.BELOW FOYER 280 THE SHORT LANE L _ = EAST MARION, NY 11939 DRAWING TITLE: PROPOSED ATTIC FLOOR PLAN I i I PAGE: I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Aml04m00 DATE: 08/19/24 8 OF 13 FROF05E7) ATTIC FLOOR PLAN 5GALE: 1/4" = I'-O" ` ? � e - DOOR 50HEDULE ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL A5 PER MANU. 5PEC.'s. SEE PAGE "0-005" FOR NAILING It 5TRAPPING DETAILS. ** SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER d DOOR MATERIAL * FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER -- --- FIRE RATING CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS Q TAG DE50RIPTION MANUFACTURER A 0 NOTES W Ll 4 0 45 MIN. RATED WIDTH HEIGHT < 5ELF-CLo51N6 JU WINDOW CHART — — cz - - l� J � EGRESS CLEAR G T VENT Q a--+ N ROUGH OPENING WINDOW DIMENSION OPENING PROV. PROV. I-c--p-o UND FLOOR LEVEL TAG COUNT TYPE MODEL # WIDTH REOV: 20" AMP PER UNIT PER UNIT � C IGHT REQ D: 24 __1L 6� 101 SINGLE JELD-WEN 5- 8'-O" 1�1[ - [� MEGH ROOM 11 WIDTH HEIGHT WIDTH HEIGHT OPEN REOV: 5.1 5.F. O A 4 DOUBLE HUNG WDH210410 �VB� 7/8" 5/8�' V8" 5.74 10.45 5.55 .� } 102 DOUBLE JELD-WEN 6-O 8-O • ----- - --�- -- „ „ -�� 2'-O B 2 AWNING A281 2 8 5/8" V2" V8" F3.7IF 1.2 0- '� tf) Y d 103 SINGLE JELD-WEN 2-6 8-O • -- - ------ ------ -- - --- ------ U --- --- L =- G I ROLL-UP TBD C 2 x � N 104 DOUBLE JELD-WEN 4'-O" 8'-O" IF c O0 (q RESERVED O F-10-5 —IF SINGLEF JELD-WEN 2'-6" 8'-O" � � � - -- I l E I DOUBLE HUNG WDH2O2I0 2-2 V8 Q N O O „ 3-O 2-I 3-O 3.68 2.18 � „ „ „ LL 106 SINGLEF JELD-WEN 2'-6" 8'-O" ��E:_J -- - -------1 2'-2 Va" F I TRANSOM WTR2015 - 10'1 DOUBLE JELD-WEN 4'-O" 8'-O" ��� - - -- ---- -- 108 GARAGE° TBD 16'-O" 8'-O" • 71— ]F INSULATED loci 5INGLE= JELD-WEN 2'-6" 8'-O" FIRST FLOOR 1; 5 PE0IFICATION5 CHART 4J 201 51NGLE JELD-W 2 EN '-6" 8'-O" U OC�O CONNECTION CAPACITY 202 51NGLE JELD-WEN IE2'-6" 8'-O" • Z p v J z_< z_ul 3 ( N LOCATION MODEL ~ ~ O to J Q BTUS GALLONS VOLTS 205 DOUBLE: JELD-WEN 51.011 8-O • N 0 z W IV O O to to z a 2047F_ 51NOLE JELD-WEN IL 2'-8" -_ - _----- r l 205 F5LIDER JELD-WEN 4'-0" 8'-0" e MECHANICAL EQUIPMENT V 105K _ -- -- -- - 206 51NGLE� OUND JELD-WEN 2'-4" 8'-O" BOILER Q Q BTU/h FLOOR RIELLO 40 F5 . - -- -�- - - -- - Q cn 20'7 51NGLE� JELD-WEN E2'-O" �8'-0" �[ � HSTOWRAOr [� 5UPER5TOR ULTRA W �I GROUND 208 SINGLE JELD-WEN 2'-6" 8'-O" 1 • TANK FLOOR AIR HANDLER ----- --- ! - 200-230 GROUND TRANS 20ci SINGLE JELD-WEN 2'-4" B'-O" ��� - - - FLOOR TWE024P130B0 �I��Ir� (2) AG ©����©���� �� ( OUTSIDE (LEFT TRANS 210 POCKET DOOR JELD-WEN 2'-6" 8'-O" J • II II ( GONDENSORS r- APPLIANCES 211 DOUBLE JELD-WEN 4'-0" 8'-O" • - ------ --- - - FIREPLACE Q Q FIRST FLOOR OAS INSERT R�F__[7748" Q F A OUNr ---- --- - ------ (I) DRYER FLOOR � LFN15H CHART (I) DRYER FIRST FLOOR STYLE LOCATION DETAIL MATERIAL SIZE COLOR INTERIOR WINDOW TRIM WIND_iOR DOOR TRIM WIND°iOR WINDOWBASE SILLS �� MOULDING WINDSOR 0'-8" z w MCRO HN NG HOMEOWNER DOES NOT WANT GROWN MOULDING (� WALL FINISH HALLL POWDER ROOM I U PAPI-R FLOORING TIL'E� GROUND LEVEL WOOD LIKE FIN15H FLOORING WOOD F I p- FLOOR aj ��J Q FLOORING TILE FIRST FLOOR STAIR TREADS WOC)D MATCH F.F. IST FL - ATTIC OPEN TREADS PROJECT: STAIR RAILING ---------_____ _.____-- _ -- -- STATH O U DA K I S EXTERIOR RESIDENCE ROOFING ASPHALT J MAIN ROOF � ROOFING MET,a� DORMERS 280 THE SHORT LANE HARD SIDING EAST MARION, NY 11939 LA'S BOARD 51 D 1 NG BATTEN COLUMNS AZE� WHITE PORCH ROUND WRAPSE COLUMN HRAP DRAWING TITLE: PATIO BLUES' REAR GROUND WINDOW SCHEDULE �� LEVEL � DOOR SCHEDULE DECKING �� WRAP AROUND EXISTING TO FINISH SCHEDULE PORCH REMAIN STAIRS TRE'.X FRONT 8 REAR MECHANICAL SCHEDULE ��� ENTRY RAILING I TRE;X WRAP AROUND PAGE: � J PORCH WINDOW TRIM �� WINDOW SILL A-3-L)5■ L)u ND I GIROWN DOOR TRIM DATE: 08/19/24 9 OF 13 t v{r •.+ l < fiy�� ELEVATION NOTES O TYPICAL ROOFING: - I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Q CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR: 4 MATERIAL SELECTIONLLI BEFORE INSTALLATION — -- - — - _- _ .w_I f>3 IA 3�KASPHALT ROOFIr40 5HINOLE5, 51:ZE AND COLOR NTBD OTYPICAL 51MINO: r- 2 I. SEE NOTE AT BUILDING SECTION FcOR MINIMUM -- — CONSTRUCTION STANDARDS IA I - — �- - -- -- - = - - - 2. H.O. TO VERIFY I=1NAL COLOR ANP MATERIAL 5ELEC:TION -- - _._ - . __. _- — - TOE<..>_� .�-<�, Of BEFORE INSTALLATION — -- - — Z _ L O O — - -- ------- ---- HIARDIE LAP BIDING, SIZE AND COLOR TBD — — - C>3 3 N',EW WOOD FRAME: STAIR K' TPE:X FINISH -- _____ _ - -- -- - O — � O m � CS) _/ c ------ -_ Q na O O4 IPROVIDE AZEK TRIM AT ALL NEW WINDOWS ANI�) ----------- 77 (DOORS TO MATCH EXISTINe3 --------------- -------- — - - -------:------ --- NIEW BATHROOM 'EXHAUST FAN VENT: O5 LOCATE VENT WITHIN ROOF SOFFIT. — --- --—_- - — —_ _— — — -- -- -------- = — SEE ALSO NOTE ® (PLAN. ------ --- - — L NE W DRYER VENT ; SEE FLOOR PLAN NOTES _ =-....__.._.____---_-�. _-....gym__...... _ -- -- - - --- - - - - - O FOR DETAILS - --- - - -_ -- - - - - -- - - - -- - - _ - O NIEW RANGE HOOD VENT ; BP'_E FLOOR PLAN --- - - ---- --- --------- ----. ---- -- ------•-----_.__ MOTES FOR DETAILS - - - -- ONIEW EXTERIOR TIREX RAILING ; SEE FLOOR A 2 �J C� CO a PLAN NOTES FOR: DETAILS J . S>QUARE COLUMN WRAPS TO BE USED ON ALL - o 0 C:OLUMN5 1 n� 8 110 ° - H I I I I I L Ask C= OO -9 FF:0F05E-r7) SOUTH ELEVATION (FRONT) SCALE: 1/4" = I'-O" --- - - - z LLJ U - ---- ---- - — - — ---- I IA k:YL16H __ TO - - STATH O U DAKIS EXIST. - -- - - - - -- RESIDENCE -----= ---- - - -- -- - - =-- - 280 THE ;SHORT LANE EAST MARION, NY 11939 ------------- - - - DRAWING TITLE: =: PROPOSED EXTE-RIOR ELEVATIONS 2 a a . EE- i� 8 I I I IlFM PAIG E: A-20miLmOO _ DATE: 08/19/24 10 OF� 13 4 MIN— - q / nF D A��.� F.F. - ` � �� ,`�'��•of tv�-`�'� Y FROFOSEI7 EAST ELEVATION (R I C HT S I ICE) 50ALE: 1/4" = I'-O" ELEVATION NOTES OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM < CONSTRUCTION STANDARDS 2. H.O. To VERIFY FINAL COLOR 4 MATERIAL SELECTION LL] BEFORE INSTALLATION Lu cu O cy) ASPHALT ROOFING SHINOLE5, 51ZE AND COLOR TBD C\j Lr) TYPICAL SIDING: O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM 0 CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION Zj > BEFORE INSTALLATION C\j Z 0 0 U—) HARDIE LAP 51DINO, 51ZE AND COLOR T5D cc0 x :3 cm 0 4- 0 0 (.0 -c NEW HOOP FRAME STAIR K/ TREX FINISH IA 1 0 m 4- 4-J (Z; 4-J Lr) cu I IA < To- R O PROVIDE AZEK TRIM AT ALL NEW V41NDOk45 AND EX ------ DOORS TO MATCH EX15TINcrw —--—------- NEkq BATHROOM EXHAUST FAN VENT: LOCATE VENT WITHIN ROOF SOFFIT. SEE ALSO NOTE a PLAN. 7-7, 77- ------- ---- --------- ------ ---------- ONEN MR--(F—R VENT ; SEE FLOOR PLAN NOTES FOR, DETAILS ---1------ ONEN RANGE HOOD VENT ; SEE FLOOR PLAN NOTES FOR DETAILS 0 - ----- ---------------3 ONEW EXTERIOR TREX RAILING SEE FLOOR PLAN NOTES FOR DETAILS COLUMNSC 50IJARE OLUMN WRAPS TO BEUSED ON ALL R (D n 4 L7 F.F. F.F. F.F. FROFOSE7 NORTH ELEVATION (REAR) 50ALE: 1/4" = P-0" z uj 0 I IA L Lii IA 77 ....... PROJECT: -------------- ---------- 5KYLIC7H'T -1 7 -------- TO ------ STATHOUDAKIS MATCH EXIST. RESIDENCE 280 THE SHORT LANE ------------- ---------- EAST MARION, NY 11939 DRAWING TITLE: -V MIN 5' MIN.= 41 MIN. PROPOSED EXTERIOR ELEVATIONS ---------- PAGE: Im kf% 0&1% Apr& Amok - 11 ff u Li m ----------------- DATE: 08/19/24 11 OF 13 D AR ol 4 T- ------------- < 10 FROPOSED NEST ELEVATION (LEFT511'o)F—) SCALE: 1/4" = P-0" BUILDING SECTION NOTES EXISTING RIDGE HEIGHT ELEV. +58.5' ---------� NEW ROOFING NOTE (TYP.): OI I. INSTALL NEW ASPHALT ROOF SHINGLES. -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-— 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO Q 24" FROM INSIDE FACE OF 5,rUD WALL AND AT VALLEYS L W 5.INSTALL (1) LAYER OF I5# BUILDING FELT UNDERLAYMENT Lu co (OR EQUAL) FOR PITCHES OVER 4:I2, AND (2) LAYERS FOR PITCHES FROM 2:12 TO 4:12, OVER I J 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) N 5. GAP SHINGLE OVER RIDGE d HIPS (AS REO'D) C b.PROVIDE RIDGE VENT(AS RE:OV) 1. FLASH ALL VALLEYS S.INSTALL DRIP EDGE AS REO'D O cl. INSTALL ALL AS PER MANU. SPEG.'5 Qyi' I r � 'gS i 3 d' >: C9 NEW SIDING-NOTE (TYP.): I. INSTALL NEW VINYL SIDING AS PER ELEVATIONS UPON ��' <q d 'CD Ln -se ^'2 2."TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON 3.EXTERIOR WALL CONSTRUCTION AS NOTED SEPARATELY 4.INSTALL ALL AS PER MANU. 5PEC.'s G.J. AS PER P AN X � N 5. PROVIDE ALL NECESSARY TRIM FOR PROPER I INSTALLATION 5 O Om b.SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL O 5 C N CD Q o a O ONEW TILE FLOOR: I. NEW TILE FINISH (H.O. TO SELECT) UPON 2.ONE LAYER THIN5ET(LEVELED PROPERLY) UPON 5.NEW 4" DUROGK GEMENTBOAP:D (OR EQUAL) UPON EXISTING ATTIC FLOOR W 5'-0" HIGH DOOR SHOWN TO TYPICAL BATHROOM NOTE: ELEV. +22.q' �` COMPARE WITH EXI5TIN6 EXTERIOR UNFINISHED ATTIC O4 I EXISTING SECOND FL. GLG.--- = DOORS AND TRANSOMS . WALL BOARD ---------- \_ I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ELEV. +22.q' 1 ALL BATHROOMS F.J. AS PER PLAN " —J 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND r<1 TUB SURROUNDS F U 2. 5HOWER FLOORS MODIFIED KITCHEN lid 2.1. NEW TILE FIN15H (H.O. TO SELECT) UPON w CONCRETE MUM-SET 2.2. TOWARDS DRAIN) UPON I/8" PER FOOT z _ J,, [ �'' C JJJ ----1��� 2.5. WATER PROOF MEMBRANE TO COVER SHOWER FLOOR, WRAP DRAIN 8 ATLEA5T 18 UP WALLSri 1 -- 3. BATHROOM WALLS a 5.1. PROVIDE TILE FINISH AT BATHROOM WALLS 11 L EXIST, EXIST, EXIST. 3.1.1. TILE HEIGHT TBD PROP. HALLWAY W.I.G. COVERED 4. BATHROOM FLOORS EXIST HALF-BATH PORCH 4.1. PROVIDE NEW TILE FLOORING OVER EXISTING t) - . GONG. SLAB (FINISH TED ) lu X IVINO ROOM ( U 5 NEW SKYLIGHT TO MATCH EXISTING AND TO BE i INSTALLED AT HEIGHT i - j EXIST. FIRST FINISHED FLOOR V J ELEV. +11.5, �. L-— ------ EXIST. — - - - ;! GROUND FL. GLG. HOT -- _ - ------ -- -''----- - ---- -----_-- ----- � - -- - - - - - -- ELEV. +11.5' ----�. F.J. AS PER PLAN D.J. AS PER PLAN Q fAm EXISTING WALLS NOTE: IN-FILL FRAMIN6 OF EX1571NC7 WALLS SHALL MATCH 51ZE 6 SPACING OF EXISTING WALL STUDS, U.O.N. WHERE THE CAVITIES OF EXISTING EXTERIOR WALLS ARE EXPOSED DURING CONSTRUCTION, FILL CAVITIES W - FIBERGLASS BATT INSULATION. MOD, BATH RECREATIONAL L IJ C LJ SPACE — - - ----------- � - ° V - 4 3 F_ !t-K -- �� BASELINE (AVERAGE GRADE) - ------ -- _ _ — ._ — — I ELEV. +O.O' SECTION 1 -1 /A-50 1 5GALE: 1/4" = I'-O" z w O U 5/4"xb" P.T. DECK BOARDS P.T. DECK JOISTS AS NOTED ON PLANS w a 5/4" x REO'D HEIGHT P.T. RISER ° ° ° ° 5/4"xb" P.T. °- -° ° - - - - - - - - - - PROJECT: DECK BOARDS 2"x BLOCKING ® EA. STL. POST AS PER STL. STRINGER TO MATCH SIZE FABRICATION SHOP STATH 0 U DAKIS OF P.T. DECK JOISTS DRAWINGS (DESIGNED STL. BASE PL. ANCHORAGE FASTEN STRINGER TO BY OTHERS) AS PER STL. FABRI GATI ON RESIDENCE BLOCKING (MIN. b SHOP DRAWINGS (DESIGNED FASTENERS) (V BY OTHERS) NOSING (r'PJ 2"xi2" P.T. STRINGERS ® 16" GRADE 280 THE SHORT LANE 4" THK. x b" WIDE x WIDTH - O.G. (MIN. 5 STRINGERS ® ° OF STAIR P. GONG. PAD EA. STAIRWAY) 12"0 'SONOTUBE' FILLED p EAST MARION, NY 11939 SOLID W/ P. GONG. o 2"xb" P.T. BLOCK IN BETWEEN _ (MIN. 4,000 PSI) p Z EA. STRINGER. FASTENED TO x NOTE: DRAWING TITLE: P. GONG. PAD w/ Ia/64" x m d ALL DECKING SHALL BE FASTENED _ 3-I/2" CONCRETE SCREWS BY w/ COATED DECKING SCREWS BY o p BUILDING SECTIONS -- r � GALIBURN (OR EQUAL) - MIN. "DECK MATE" (OR EQUAL) (5) 50REW6 PER BLOCK O" MIN. m DESIGN DETAILS i GRADE GRADE p D PAGE: EX7ER I Off' SUSFENDED GONG. DECX DETAIL DE7AIL 2 COLUMN FOOT 1 NO DETAIL m-301. 00 A-301.00 A-301.00 SCALE: 5/4" = 1'-0" 50ALE: 1" = 1'-0" 1 _ DATE: 08/19/24 12 OF 13 `C, '�EtED 'C n t I � Q 0 � EXIST FRESH AIR VENT LLLJ THROUGH ROOF Lu (B I (y) I Q j t CV I `` V) 0� 0 (.0 k I p l C N z 0 I CL 4 1 2 X � CV PROVIDE "ABESGO O 4- t 1 FF200 FR O 0 — (D EXPANDING FOAM" -c 0 m V— (OR EQUAL) AT ALL C N O (� � u I PENETRATIONS IN Q 0 O FIRE RATED WALLS PROP. AND MODIFIED BATH MOD, PROP. MODIFIED MASTER BATH LAUNDRY FLOORS/CEILINGS. PANTRY HALF-BATH 2" MODIFIED PRODUCT ROOM KITCHEN CONFORMS TO -- ----T-- I 1 ---__ ASTM E 514, ASTM :211r 2 I 2111 E 54, AND UL 14'!a K _ ----T--- ---T---21 1 :: 1 I 0 2"�--NEW r2 i--- NEW 1 2"1 NEW 1 2"1 NEW 1 NEW 1 1 I 12" L.V. I I L.V. 1 I L.V. i 1 L.V. I L.V. 1 I 3 I NEW NEW 1 1 12" I NEW I I NEW 1 1 1 1 2" I 1 K.S. NEW NOTE: W.G.1 I W.G. W.G.1 1 I ALL PLUMBING —p-� t- I I I I I DW WORK SHALL v I I NEW I I NEW CONFORM TO I I- " 15HOWER I- " I I- " I I- " I- " 15HOWER 2" LOCAL U • — I I I- PLUMBING CODE WASHER " W 2 3 3: 2 G.O. PROP. PROP. MODIFIED • LAUNDRY WET BAR BATHROOM _ -+- a U 2"1 , 2" I NEW 2"1 NEw 1 2„1 :211NEW 2 __ 1- NEW 1 L.V. I L.V. I I OUTDOOR �__- -- Zl 1 SINK 12" 1 1 1NEW SINK •VJ I 1 1 I W.G. Q NEN v I 1 I 2" NE I_ �� ISHOWER 14" I_ :, 1 1-�" WASHER G.O. G.O. +� EXI5T. F.A.I. TO EX15T HOUSE REMAIN MAIN DRAIN G.O. GLEAN OUT AS REO'D E7TO SEPTIC SYSTEM PLUMS I NO RISER — r7)RA I N / NA57F / VEIN SCALE: NTS z w O U v 4 ALL FLUMBIN6 WORK SHALL CONFORM TO u NOTE: ALL PLUMBING 4 LOCAL PLUMBING CODE FUEL GAS WORK SHALL CONFORM Q TO LOCAL PROJECT: k PLUMBING CODE 8 Q FUEL 6AS STATHOUDAKIS MODIFIED BATH PROP. MODIFIED MODIFIED PROP, MODIFIED. MASTER BATH LEGEND RESIDENCE LAUNDRY PANTRY KITCHEN ROOM BATH _———— HOT WATER PIPING PENETRATIONS: SUPPLY 1. PROVIDE "ABESCO FP200 FR O NEW. NEW' GOLD WATER MODIFIED PROP. EXIST. EXPANDING FOAM" (OR EQUAL) NEW. NEW. LAV. LAV. "—"—"—i LAUNDRY IL VINO AT ALL PENETRATIONS AT WALLS SUPPLY K I KITCHEN � � LAV. NEW Q4 NEW I LAV. Q4 ROOM ROOM AND FLOORS/CE1L.1N6s. 280 THE SHORT LANE I SINK I K.5. I � I I I 2.PRODUCT CONFORMS TO ASTM E E- I :4 I I I NEw I :Q I :Q NEw EXI5T. 6AS V4, A5TM E 54, AND UL 14"ia EAST MARION, NY 11939 Q4 I i X DQ I I I j I I W.G. Q4 I I I I W.G. PROVIDE ABESGO FP200 FR FIREPLACE Q� I v 1 IX 1 :� I :� _ ( v I I 1 v EXPANDING FOAM" (OR EQUAL) I '0 INEW I �v NEW dJ I :v I Iv x1 Iv - I �v I� �I IQ I �v AT ALL PENETRATIONS IN FIRE v W.G. I I N NEw *I =I .v NEW z I I RATED WALLS AND DRAWING TITLE: 1 I. SHOWER - 1 I°N m NEW - 1 �� ivl 1� NI j� iv 1 IN m iv1 I= SHOWER iv i �N FLOORS/CEILINGS. PRODUCT N1 :N N I WASHER N 1 � _ :� _ - I , 1 I - I I� -I I I I CONFORMS TO A5TM E 514, u- VERIFY SIZE �_---- -----L ------=--------L — ------ 1 -------L ---J-. I -1 A5TM E 54, AND UL 1479_____ _ _ RAMS L.._.._..__.._.._.._.�.._.._..—..I—..—..—.._.._.._..� _..L.._.._.._.. L. _.. T.._.._.._.._..S.r ._ _.—I._.._.._..L..�. _-1_ _.._T . _.._.. �. _.._ _. _.I._ _ ._ N6 - NEW R = w/MANU.NEw G I �` E GAS RISER DIAGRAM I I I I I ix I jK I to �1 j� PROP. z l v �I v MOD. j CONNECT TOV 1 _ I .v 1 i PROP. I j - I I= - I I= BATH. EXIST. WATER I J jiV NET I LAUNDRY I Imo+ Imo+ I ' SUPPLY SYSTEM BAR 1 1 GL. I- I v 1 I I I II b4 i6< i EXIST. I PROP. I II I I 1 1 O� OP ME CH. OIL EXIST. IL 1 04 NEw I I 4 j LAUNDRY ROOM TANK TANKS PROPANE PAGE: I [`SINK =1 1U *I �� NEW. NEW. f O I �J NI :N N1 sN LAV. LAV. X LL P-10imoo 6� I v RELOG. I/2" HW 1 �� NEW. NEW. NEW. v I AIR ———— WASHER 5HOWER HANDLER to tV TO STREET Syr N DATE: 08/19/24 13 OF 13 _..SKATE MAIN pRR W EXIST. L.._. _.._..�+ E BOILER ED OAS RISER - SUPPLY PLUM51 TRIO RISER - SUPPLY SCALE: NTS 50ALE: NTS 9/ 0'.N'1*0