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. UZ as 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 #: 50462 Date: 3/20/2024 Permission is hereby granted to: Hall, Chisto her 2675 Laurel Trail Laurel, NY 11948 To: construct interior alterations to existing single-family dwelling as applied for. At premises located at: 2675 Laurel Trail, Laurel SCTM #473889 Sec/Block/Lot# 125.-4-24.8 Pursuant to application dated 2/16/2024 and approved by the Building Inspector. To expire on 9/19/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $332.00 CO-ALTERATION TO DWELLING $100.00 Total: $432.00 Building Inspector fat sOrTOWN OF SOUT HOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 LIt :Jf Pate Received APPLICATION FOR BUILDING PERMIT For Office Use Only d . B ' I PERMIT N0. Building Inspector: � � i 1 u r, R, , Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an ; Owner's Authorization form(Page 2)shall be completed. Date:02/16/24 OWNER(S)OF PROPERTY: Name:Paul Kelly SCTM # 1000-125-4-24.8 Project Address:2675 Laurel Trail, Laurel NY 11948 Phone#:631-566-7463 Email:facezmd@aol.com Mailing Address:2675 Laurel Trail, Laurel NY 11948 CONTACT PERSON: Name:Mathew Smith Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:msmith@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name:. Mailing Address: Phone#: Email- DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition *Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes 7No Will excess fill be removed from premises? ❑Yes *No 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated Are there any covenants and restrictions with respect to AC Non Conforming this property? ❑Yes )No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(pTinut name):AMP Architecture �I■Authorized Agent ❑Owner Signature of Applicant: Date: 1— 1 ,RLq STATE OF NEW YORK) S,4 COUNTYOF ,being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Nkrd— IJ(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 1 Y this _ f l day of `P V)CU C C. tj , 20 Nct "'s UFENANGER STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION o. 01A00019644 Suffolk County (Where the applicant is not the owner) yres�aua 9 z96 I, Paul Kelly residing at 2675 Laurel Trail, Laurel NY 11948 do hereby authorize AMP Architecture to apply on my alf the Town S Luo for approval as described herein. 1/16/2024 Owner's Signature Date Paul Kelly Print Owner's Name 2 ► �s- � --a �, � SS�S6yS �a� 6�- � I R=536.60' L=105.57' � Q W cz N A I O LO I z 1 I5'X46' F ��I �T S��F t+ss «. .. , x.,♦} s O I INGROUND 1 *`. ..� +� C9 1 SWIMMING POOL r�` r *tip z - I : a " �. 4, •c ' — CREATION OF NEN 5 SIEGE BATHROOM ON FIR57 ' ' `a ' �, ,•. g" *� ,�' ` w . '- " "'" X cv 1 1 i O TRELLIS AND SECOND FLOOR. ,,, ,ti _ ; ,t ..! ,. 4 f ;, ,„ « O O O 4, 10'XI5' I �. ��!# , ay a.P v. y,• f, w P, ""' . m I PATIO 1 - LO R`GONFICURTION OF EXISTING SECOND FLOOR �, TNT h�� ;� SUBJECT PROPERTY �t f �. rc•enx °, p +� « �--+ Ili BATHROOM. 4er,; �, ; , K: . m , O N p c� 1 OUTDOOR tyl �° � .,a °" `e ,�.� ; a*' Q O d O SHOWER I r. r'" , �. �► M„�...'+���. + „ I 1 — NEN NI NDON AT FROPOSEID FIRST FLOOR '`•'r r '_ ff: :�, g X BATHROOM. «. # y . ' ' o , •AV A/C UNITS �' f ya�y 4 ..« *yp * Y BRICK CHIMNEY 1 .� `., �r �. '��. ,,r' ".. v W 1 COVERED *� .. ., $ rA { ❑ PATIO CELLAR ENTRY I *EU I LD I NC FOOTi�R I NT AND CROSS/L I VABLE FLOOR * 0", I # COVERED 1 ARE TO REMAIN N UNGHNCED . . ; '� r STONE ENTRY I �. .r 1 lot 2 STORY — FRAME i, r,R` �', +' �� t DWELLING I 1 d , ^� C 1 F�O�ErT DATA • ° R `" pit 1 PROJECT / ZONING DATA 1 TAX MAP 1000 125 4 24.5 "Y . &, 1 COVERED GARAGE `'� � � '`�� ,�, `t.�^A *, �•'' " , I SLATE I ZONING DISTRICT AG (NG) LOCA71 ON MAC' Q ENTRY r ^ 1 LOT AREA 0.7 ACRES v, SCALE: NTS I 6.4' 1 GofO - NEW DWELLING Z-2ci75a; 10/24/2003 Q 1 FA(5E <E� : I I GOfo - GENERATOR Z-355611; 10/11/201b 1 1 Am- 0ofO - TRELLIS Z-41a71. 4/17/2021 o I -0O I ,QQ PROJECT LOCATION & SCOPE ° I GofO - OUTDOOR SHOWER Z-42554; 12/I/2021 SITE PLAN & ZONING DATA 1 ° Gof0 - INOROUND POOL Z-42777; 2/12/2022 RISER DIAGRAMS = w 1 Q I FEMA FLOOD ZONE X —OO2 GENERAL NOTES ' o I o ENERGY TABLE 1 J STRUCTURAL DESIGN CHARTS "'-- FIREBLOCKING DETAILS 5OU7HOLD TOWN CODE 2,50-20-1 (A)(1) �� R=352.68' L=a0.4q' O.� LOT SIZE / AREA IN ALLOWABLE TOTAL A- 10 1 .00 PROPOSED DEMOLITION PLANS WATER METER SITE LAYOUT NOTES: EXCESS OF 20,000 O.O S.F. q,572.0 S.F. GFA GFA I. THIS 15 AN ARGHITEGT'S SITE PLAN $ 15 �- (0) LETS CONTAINING UP 4,550 S.F. SUBJECT TO VERIFICATION BY A LICENSED TO 3�,000 S.F. MAX. SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE ALLOWABLE S.F. / PLUS ARGHITEGT'5 BEST OF KNOWLEDGE. 10% OF EXCESS LOT AREA 5,550.0 S.F. C157.2 S.F. 4,507.2 S.F. 4,a57.5 s.F. A- 102 .00 PROPOSED FIRST FLOOR PLAN OVER 20,000 L �4 U R E L T R I L 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED MAY a, 2016 AND PREPARED BY: HANDS ON SURVEYING 51 TE FLAN 26 SILVER BROOK DRIVE A- OJ.00 PROPOSED SECOND FLOOR PLAN FLANDERS N.Y. I AOI TELEPHONE: (651) 36q 5312 SCALE: I" = 20'-O" z I.0 O V 6i.1 4" FRESH AIR VENT Q THROUGH ROOF I I I PROJECT: I 3"I BORTZNER V I U Q Q Q RENOVATION I 1 I I PROPOSED 2 ----- 2„ PROPOSED MODIFIED EXIST, ANOTE,PLUMBING WORK 2675 LAUREL TRAIL FULL BATH r---I--T T----_ LAUREL NY 11948 ——-�——— I I I I r — 1 FULL BATH FULL BATH FULL BATH SHALL CONFORM TO r I I I MODIFIED I I I EXIST, I I I CONNECT TO LOCAL PLUMBING CODE I (FULL$ATH1 I I I I I EXIST.WATER NOTE. f I I j I i FULL BATH 2„I I SUPPLY SYSTEM FALL UEL GASING I I2" I 2 i i2 VORK �K G I 2 1 I I 12"I RELOG. I I I I I LEGEND O SHALL CONFORM I I I I 12• I I PROVIDE"ABESGO FF200 FR I I SINK I TO LOCAL EXPANDING FOAM"(OR EQUAL) I Q I •Q I •� F----_ 1 HOT WATER pp PLUMBING CODE t DRAWING TITLE: I I RELQG. I I I AT ALL PENETRATIONS IN FIRE I I Q4 ; I I QG RELOG• ; I I Q4 ; SUPPLY 3 FUEL 6A5 RATED WALLS AND I '; I Q� O I '; I Q� W.G. ;� I j; I Q� O 3 ' W'f✓' ' WIG I j W.�• FLOORS/GEILIN65. PRODUCT =1 .0 =1 '> W.G, A =1 !V xl '� $1 •V X1 'y W.G• ip GOLD WATER W PROJECT LOCATION & SCOPE I- " 04• I I ISHOWER I-� CONFORMS TO ASTM E 614, I I' I jU Kt tl) I jry U "—'—"� SUPPLY N PIPING PENETRATIONS, 1 I I ASTM E&4,AND UL 14"1a "; ;� I ;n TUB ; �1 :n74 ; ~ I SHOW R m ' PROVIDE" FEO Mo OR�FR SITE PLAN & ZONING DATA 11JB )_ _._.1_.._.._.._.._.._.t_.._.._..L.._._ I_._._ _. _._.I_._.._�_. _.J.._.._.._.._.._.._..1..,1 ING ( T AL) ----- — ---_ _ ________�____L __� J �___________�_i PROVIDE " FOAM" op.sa A AT ALL PENETRATIONS AT WALLS RISER DIAGRAMS G.O. 3, I �__ rP2OO �' EXPANDING FOAM"(OR EQUAL) AND FLOORS/GEILIN65. EXIST. 2, AT ALL PENETRATIONS IN FIRE 2.PRODUCT CONFORMS TO ASTM E PROPOSED --- RATED WALLS AND &14,ASTM E b4,AND UL 14'f9 FULL BATH MASTER BATH — ______-- 7 T NOTE: PROPOSED EXIST• EXIST. XI EXIST• I' FLOORS/GEILIN65. PRODUCT _ _ —r I I EXIST. 1 ALL PLUMBING WORK KITGhEN WET-BAR HALF$ATH !I� CONFORMS TO ASTM E 8141 I EXIST. I € II EXIST. FULL BATH MASTER BATH r------- —r r I I I i I WET-BAR AT SHALL CONFORM TO j l ASTM E 84,AND UL 1419 I I I I I I KITCHEN I I I 1 EXIST, I I I I I I I DRY LOCAL PLUMBING GODS � � LAUE�NDRY !1 � �� 2" 2' I 1 I 1 2"1 � 1 J LAUNDRY 2"1 I I 2"I 2"I i i 12' 21. 211 II EXISTING a I I I I I 1 I I I 1 u I I I I I I OUTDOOR IL j I K I I I I :Q I :Q I :Q i ' � I � I :Q I I I I I I I I 5 I 5 I I ; ; I I I I I 5 I ` 5 I I ; j S OWE N G-00loOO _ £XIST.F.A.I.TO — I 1.5 Qj 11FL I I REMAIN a I I �; U U I �� I �� I p� I p� I '; I ; I �; IVENTI W� 3 Y T1 W.G. W.G. �I �I Ii I; I 3l 33i IU II I RANGE F L I 1 x1 xl U x1 U x1 .0 O xl .O =I IV iv 10 ivI !U W.G. 3 3 3SHOWER 1-4" I15HOWER I- I- SHOWER ivl �� m "' I I� ivl �� ' I• iv' j• SHOWER 1� — cvf Iry ryI �� m I j� I I xl j� v iv REGULATOR I TUB DW DW vusr�R :ry �I II I �1I :n TUB J �v — — �I : 1 DW DW wnsR j 1 �cv m DRYER — x � e IsnNs L----------1 ----=---------L ---L ---'-=------ =----------- ---1-------- --J--------J — — L--� J : 6ENERATOR DATE: 02/08/24 1 OF 5 4" CONNECT TO I ! I 4"HOUSE EXIST.WATER I j • MAIN DRAIN G.O. I I TO STREET SUPPLY SYSTEM I ! j [WATER MAIN MOAIN 4" TO SEPTIC _.._..�+ SYSTEM ••j I m m X I m NEXIST. �XX EXI rr `! FFIXXINT-1� W BOILE J f,` .()N, 04,. y f:{';�� �t; ',f •°fir FLUME3 1 NO RISER - DRAIN / NA57E / VENT FLUMB I NO RISER - 5UFFL1' OAS RISER - SUFPLY `��� SCALE: N75 SCALE: NTS SCALE: NTS NOTES SFEC;fIGATIONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS GLASS WINDOWS AND DOORS REEILOG<I ` O FOR FLATFORM Y�OOr�) FRA I 0 I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 b BETTER (Fb = 8'75) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE 1. ALL GLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. IT IS THE T ALL TIMES. I RESPONSIBILITY NT KEEP THIS ESPONCONSTRU ILITYTION rO READ ALL NOTDED OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY (FOR ENO I NEERED LUMBER D0. WOOD 1-JO 15T5] SEE MANU. 5PEG.'s FOR ADDITIONAL INFO.) TOGETHER AT ALL TIMES. , IS ALSO THE IARIZE<:TORTS RESPONSIBILITY r0 READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 15" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED CLEARANCES ARE PROVIDED. 0- b" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES Q GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL SLIDING GLASS DOORS,SKYLIGHTS, AND ANY GLASS UNIT p GENERAL 5. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT INSTALLED WITHIN Ib" OF FINISHED FLOOR SHALL BE OF INSULATED AS FIRE-STOPPING. I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAIN--D FROM THE TEMPERED GLASS, UNLE55 OTH:RWI5E NOTED. LV PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2 xb , UNLESS (I) 2"xb' (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST J co BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HE16HT5 WITH THE EX15TINO STRUCTURE. COUNGIL'5 WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS SERVES AS FIRESLOPPIN6. 2. ALL CONSTRUCTION SHALL BE PERFCRMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TEGO" OR MANUFACTURER'S SPECIFICATIONS. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE Q N ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, PLATE SERVE AS FIRESTOPPIN6. 0i �Q L) STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL GCNTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL ENERGY CONSERVATION CONSTRUCTION CODE. 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE Q 5. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING JOIST SERVES AS FIRESTOPPING. _ _ 0 AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH 1.5. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LAS5 DOORS, WINDOWS, I Z � }: 0 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, OR ANY OTHER TYPE OF 6LAS5 UNIT WHEN WITHIN 6 OF AN EXTERIOR 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING L r- 4. ALL UNN07ED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY SURFACE. OR OF NONCOM-BU5TIBLE FILL. O Q (V z 0 OF THE OWNER/BUILDER U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED - �- 'Co Ln d' -7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 7• ALL EXTERIOR DOORS ARE ro BE WEATHERED STRIPPED AND PROVIDE 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE T_ U r- 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION POR INSP SUCH AS THE ALL SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF AND 2 INCHES OF WOOD $LOOKING PLACED BETWEEN O 2 X Q N SHALL BE CLARIFIED WITH THE ARGHITE'GT/EN6INEER BEFORE PROCEEDING b. MIN. HEADER TO $E (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE SUCH UNITS. JOISTS SERVE AS FIRESTOPPIN6. Q .- WITH THE WORK. O 0 C4 GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR � 0 m �� q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING A6ENGY WHICH COMPLIES WITH THE b. ALL GLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND a-J � Ln b. NO DEVIATIONS OR CHANOE5 TO THE STRUCTURAL SYSTEM SHALL BE MADE GLASS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS N CO UNLE55 APPROVED BY THE ARCHITECT/ENGINEER. P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. OF 5 YEARS. 4 SERVE AS FIRE5TOPPING. Q 0 d 2 0 l0. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR I5 TO 5UBSTITUTE WITH -f. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS � '-� b. THE HEADER SERVES AS FIRE-STOPPING. BEFORE THE START OF FRAMING ON PAGE 6-005. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I 10.1 STRUCTURAL GLUED LAMINATED ANOTHER WINDOW MANUFACTURER, IT I5 THE RESPONSIBILITY OF THE ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL b. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN MATCH THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 1' BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO APPLICABLE. 1.3. PREFABRICATED WOOD MEET THE: ASSEMBLIES USING PREFABRICATED GHARAGTERISTIGS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN STRINGER TO SERVE AS FIRE5TOPPING. W q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-ROISTS SHALL MEET THE PROVISIONS OF ASTM ITORID505 PRESSURE, ROUGH OPENING,U-FACTOR, LIGHT AREA, VENT AREA, AND W II. SUB FLOORING,GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING EGRESS REQUIREMENTS. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL .2 HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH D 12. EXTERIOR SHEATHING TO BE COVERED WITH DOCUMENT, HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. BE TEMPERED GLASS. I FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN II. EXTERIOR 6LAZIN6 SHALL BE PROTECTED FROM WINDBORNE DEBRIS. THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED U LARGE MISSILE TEST OF ASTM Elggb AND ASTM Elbbb AS MODIFIED BY R1:2 ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL THE ARCHITECT D 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON W NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 2020 NYS BG SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING nl 14. PROVIDE RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED b'-O" AND AT EVERY V-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PROTECTION SHALL MEET THE REQUIREMENTS OF AN APPROVED PLATFORM FRAME CONSTRUCTION NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE W SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORT. IMPACT-RESISTANT STANDARD OR ANSI/DASMA 115. -LOCATIONS RECUIRUNG FIRESTOPPING- AS FIRESTOPPIN6. ' J m 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE T G-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 12. AS AN ALTERNATIVE TO NOTE #I I ABOVE, WOOD STRUCTURAL PANELS FIRE- WOOD MRE5TOPPIN6 FIRESTOPPINB • - 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE WITH A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN STOPPING STOPPING FIRE- FIRE- SOLE TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS b' SHALL BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE STOPPING STOPPING RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS ANC LEAVE WORK NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING. BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, PANELS SHALL BE PREDRILLED AND SECURED WITH THE ATTACHMENT 11111 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 11. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 0-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. HARDWARE PROVIDED AS PER THE ANCHORAGE METHOD SELECTED IN VERTICAL U c LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES ACCORDANCE WITH TABLE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE 1 FIRESroPPIN6 WHEN L_ ORDINANCES. Ib. AT "WET WALL" PARALLEL TO J015TS FRAME DOUBLE JOIST AS PER GODS. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL PERMANENT CORRO5ION-RE5157ANT AND THE ANCHORS SHALL BE COVERING 15 APPLIED AND ORDI TO UNDERSIDE OF PERMANENTLY INSTALLED ON THE BUILDING. / GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM .IOlsrs li,' � • - FLOOR SHALL NEVER EXCEED A IV' SPAN. WALLBOARD, A5TM C5-7 SPECIFICATION FOR GYPSUM LATH, OR A5TM c7cl LOCATION I LOCATION 2 LOCATION 3 ' ^ I6. THE CONTRACTOR SHOULD FULLY 6U,ARANTEE HIS WORK AND THE WORK OF SPECIFICATION FOR GYPSUM SHEATHING BOARD. LOCATION 4 (J J THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 19. AT ROUGH OPENINC75 PROVIDE ALL APPLICABLE NAILING AND STRAPPING PLUMBING 5 ALTERNATE n COMPLETION OF PROJECT. NONcoMausrleLE LOCATION W AS PER PAGE 0-003. I.'i. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT FIRESTOPPIN6 OF GIRDER 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF AN51/AHA AI55.4 BASIC HARDBOARD OF (DWV) SYSTEMS TO NY5 PLUMBING CODE AND NYS DEC, REGULATIONS. SOLE WOOD FIRESTOPPIN6 Q ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. FIRESTOPPIN6 LOCATION 5 LOCATION b AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER Ia STRUCTURAL PANELS: METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LO55 OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.b.l. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL DIRECTION AND AT BASE OF VERTICAL WASTE PIPES. ;I 2"SPACE Hor NN 15 ATTRIBUTABLE TO BODILY INJURY SICKNESS, DISEASE OR DEATH OR TO 11 TO BE FILLED \ NONcoMeusrleLE FIREsroPPIN6 N n CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE I'!I!IIq I � © APPROX.I INCH THICK INJURY TO OR DESTRUCTION OF TAN61B'.E PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/b" FIRESTOPPIN6 N \\\ , < ITSELF INGLUDIN6 THE LOBS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY PER FOOT. III, WHOLE A Y N I OR PART BY NEGLIGENT ACT OR OMISSION OF THE D CONTRACTOR, ANY BY AN TRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDAR FOR EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE LOCATION 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. NOTED: BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS GAUSEC IN PART $Y A A. WEYERHAEUSER TRUS JOIST 2.OE MIGROLLAM LVL - DISH WASHER........................................2" PARTY INDEMNIFIED HEREUNDER. FIRESTOPPIN6 __] . 11_1 I I B. 6EORGIA PACIFIC 2.OE G-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (05B), WAFERBOARD ORIENTED-STRAND - KITCHEN SINK........................................2" LOCATION q PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET - LAVATORY...............................................2" LOCATION b Ib. ALL MATERIALS, ASSEMBLIES, AND METHOD CONSTRUCTION INGLUDIN6 A. WEYERHAEUSER TRUS JOIST 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY - SHOWER/TUB..........................................2" LOCATION 10 BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK,, FRAMING, NAILING, PLACING OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR - 3 ALL TO BE INSTALLED AS PER MAN . SPEC.s PRODUCT STANDARD 2 P52 PERFORMANCE VOLUNTARY PRODUCT TOILET....................................................... -- TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR - LAUNDRY .................................................2" APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. - FLOOR DRAIN..........................................5" NS�I `� ��I �I �� � ��I /�I I �/� �I�� AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMIN6 MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, I `� 1 I I `� I �► I `� O U ' _ I I `l AUTHORIZATION OF THE ARCHITECT/ENSINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL 6. ALL SYSTEMS TO HAVE ONE 3 MAIN VENT STACK AND INCREASED TO 4 _ CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY THROUGH ROOF. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. -I. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN a PROPOSED DESIGN CODE PRESCRIPTIVE VALUE a I NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE DRAIN GOOKS AS REOV. HOSE 5155 SHALL BE PROVIDED WITH BAGKFLOW COMPONENT GOMFL I ES PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.6.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS PROTECTION. VALUE G 1 TATI ON (PER 2020 NYSEGGG) 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0206 STANDARD SPECIFICATION FOR b. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE I I------- IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. PROVIDED WITH BACK FLOW PROTECTION. MAX, U-VALUE = 0.32 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED6E5. U-VALUE = 0.25 SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL FENESTRATION U-VALUE AIR LEAKAGE = 0.50 GFM/SF MAX. AIR LEAKAGE = 0.50 GFM/5F YES 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. HEALTH DEPARTMENT STANDARDS AND REGULATION5. PER R402.4.5 4 TABLE R402.1.4 - CLIMATE ZONE 4 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I THE STUD LENGTH SHALL NOT EXCEED 2595 OF THE ACTUAL DEPTH. BORED (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION MIN. R-VALUE = 4q 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE ED6E RECUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION PRIOR TO CONGEALMENT OF PLUMBING. CEILING R-VALUE R-4q BAIT INSULATION YES UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 OF THE HOLE SHALL NOT BE CLOSER THAN 5/b" TO THE EDGE OF THE STUD. REPORTS. PER TABLE R402.1.2 - CLIMATE ZONE 4 COPYRIGHT PROTECTION ACT OF Iggo (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING __ 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL CODE. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE GENERAL WIND PROTECTION ONNEGTIONI NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.21. PERMITTED NOR ANY POTENTIAL DAMAGE THEREOF. FRAME WALL R-VALUE R-21 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES G ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 0-005 $ 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND 12. PER NYS PG 425.4, A 4"x5" CLOSET BEND SHALL BE AN ACCEPTABLE N CONSTRUCTION;SSTD 10-qq AND 2018 SEsG HIGH WIND EDITION WOOD FRAME SPECIFIES THE REC'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). WATER CLOSET CONNECTION. WHERE A 5" BEND 15 UTILIZED, A 4"x3" HOT WATER PIPE MIN R-VALUE = 3 Z CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING FLANGE SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. R-5 PIPE INSULATION YES I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ INSULATION PER R405.4 $ R405.5 2 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 8 MANU. SPEC.'s). ASME B16.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). __ p HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. COMPLIANCE STATEMENT: V 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE RECUIREMENTS OF ANSV71=1 I NATIONAL DESIGN COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION GODS USING CHAPTER 4 [RE]. � BE USED IN ACCORDANCE W 'S WITH MANUFACTURER RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, 3. METAL PLATES, CONNECTORS, SGREI�15, BOLTS AND NAILS EXPOSED TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNING BUILDING CODE, AND ANY ADDITIONAL RECUIREMENTS WALL w/ STEEL SHIMS a A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS. TABLE R5OI.� STRUCTURAL DESIGN LOADS DIRECTLY L THE WEATHER S SUBJECT OR 07 SALT CORROSION IN COASTAL SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® CLIMATIC GEOGRAPHIC DESIGN CRITERIA ui AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1 a POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. W' GAGE ARE SPECIFIED, MINIMUM ASTM A655, STRUCTURAL QUALITY, I 0 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL GROUND SNOW LOAD 25 LBS SHEATHING AND 51DIN6, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 5 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL - USE LIVE LOAD DEAD LOAD PROVIDED AT THE TOP AND BOTTOM( OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING I5 PART OF THE LOAD PATH FOR USE MEET THE RECUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY ALLOWABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A SHEARWALL, ALL ANGHOR5 MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL RECUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S BASIC WIND SPEED 150 MPH STRUCTURAL MEMBER DEFLECTION PROJECT: STANDARD SHEARWALL HARDWARE (A/ NOTED VALUES) t ANCHOR BOLTS, CODE EVALUATION REPORTS. i EXTERIOR BALCONIES 40 psf 15 p5f 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE b" LONG EXPOSURE CATEGORY B RAFTERS HAVING SLOPES GREATER THEN 3/12 RAFTERS EXCEPT WHERE COLLAR TIES OF I xb OR 2 x4 LUMBER IS w/b RISE b w/ (2) /a O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 166, STANDARD L/180 DECKS 40 psf 15 psf BO RTZ N E R s SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. I p P LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET b DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PACE 6-005. SEISMIC DESIGN CATEGORY g W/ NO FINISHED CEILING ATTACHED TO RAFTERS RAFTERS. 2.2,6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN R E N OVATI 0 N GYPSUM WALL BOARD SHALL MEET THE RECUIREMENTS OF THE GOVERNING BUILDING CODE I INTERIOR WALLS d PARTITIONS H/Ib0 I 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. I WEATHERING SEVERE UNINHA517ABLE ATTICS WITHOUT STORAGE 1. OYF5UM HALL SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT EVALUATION REPORTS.MENTS AS SET FORTH IN THE (MAX CLEAR HOT < 42") 10 psf 15 psf 1'-. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 46 COMPOUND METHOD AND EVERY MANUFACTURER'S GORE i FROST LINE DEPTH 3'-01. FLOORS $ PLASTERED GEILING5 L/560 IV' WITHIN 4' OF EXTERIOR CORNERS. UNINHABITABLE ATTICS WITH STORAGE 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLE55 2.2.1. SCREWS: SGREW5 SHALL COMPLY WITH AN51/ASME B I6.6.1 I I (MAX CLEAR HOT > 42") 20 psf 15 psf 8. SILL PLATE TO FOUNDATION ANGHOfZAGE;SILL PLATE SHALL BE ANCHORED OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE WOOD5GREWS (INCH SERIES). TERMITE MODERATE TO HEAVY ALL OTHER STRUCTURAL MEMBERS L/240 2675 LAUREL TRAIL DEEMED APPLICABLE. HABITABLE ATTICS 6 TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN BOLT DIAMETER 50 psf 15 sP LAUREL NY 11948 OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANGHCR BOLT SHALL BE INSULATION ICE BARRIER REQUIRED YES EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ' ATTICS SERVED BY FIXED STAIRS p p 3. 5/b', ONE HOUR RATED, TYPE X GYPSUM BOARD ON GE I L I NG AND WALLS PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN 0014CRETE/MASONRY (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. p FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING TOWARD HARM TO BE PLACED TOWAR WARM SIDE. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 AND AT SPAGIN6 NOT EXCEEDING 4' ON CENTER. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL SLEEPING ROOMS 30 psf 15 psf DRAWING TITLE: CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE: FINISHES L/120 GENERAL NOTES CODES AND REFERENCE STANDARD: 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE HALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY STAIRS 40 psf 15 psf I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR AT OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE I/�` }� /�' ENERGY TABLE FOUNDATION WATERPROOFING. NAIL I ` O/57RAFF I I ` (5 @ Vail NF,)ON/�OOR HEADER p p STRUCTURAL DESIGN CHARTS STATE BUILDING CODE, 2020 NEW YORE: STATE RESIDENTIAL GORE, 2020 TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. GUARDRAILS AND HANDRAILS 200 psf 15 psf NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 20:;0 NEW YORK 5. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: STATE ENERGY CONSERVATION CONSTRUCTION CODE. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND - q" R-30 FOR FLAT CEILINGS FIREBLOCKING DETAILS 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMIN6, CONNECTIONS OF P p ALL OPENINGS. - &.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS NOTATION: ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 sf 15 sf � �� WOOD FRAMING, AND CONNECTION TO FOUNDATION - 201& WOOD FRAME 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-005. - 3.5� R-15 FOR 2 x4�� WALL CONSTRUCTION A - NUMBER OF ad NAILS ® EA. END OF 57RAPPIN6 (2015 WFGM, TABLE 3.1, P. Ibq);WHEN STRAPPING CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION RECUIRE5 OVER 14 NAILS, USE SIMPSON C516 STRAPPING (OR EQUAL). PAGE: - 5.25" R-21 FOR FLOORS B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2016 WFGM, TABLE 5.25B, P. 2ql) (AFBPA) AMERIGAN WOOD COUNCIL (ANC). C - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (2015 WFGM, TABLE 3.23C,P. 2q2; 'BALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH 5. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE ALTERNATE AS PER TABLE 3.25D, P. 2q3) ASGE 7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) PLUMBING CODE. ELECTRICAL: A D D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE MECHANICAL CONNECTIONS: I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM (2015 WFGM, TABLE 51, P. Ibq) G-OO2mOO 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE TO 2011 NATIONAL ELECTRIC CODE, NFPA -70 AND 2020 NEW YORK STATE E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2016 WFGM, TABLE 5.22F,P. 265) MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE ENERGY CONSERVATION CONSTRUCTION CODE. C E (5-PLY) - NUMBER OF JACK STUDS ® EA. END OF 5-PLY HEADER (201b WFGM,TABLE 3.22F, P. 26b) SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. SIDE 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON B CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED COMPLETION OF WORK. E (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.6, P. lql) DATE: 02/08/24 2 OF 5 CONSTRUCTION CODE. BY "SIMPSON" MANUFACTURER. 5. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA -72: I I FASTENING SCHEDULE B 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES - GENERALLY, VERIFY OR PROVIDE HARD WIRED F ROUGH OPENING FRAMING REQUIREMENTS FOR ININDOW/DOOR OPENINGS MECHANICAL, FUEL GAS: INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL SMOKE DETECTORS w/ BATTERY BACK-UP IN: I (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 201b EDITION) LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/ THE LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" A. EACH SLEEPING ROOM A NYS MECHANICAL CODE AND FUEL GAS CODE M,ANOTATION 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED B. OUTSIDE OF EACH SEPARATE SLEEPING 2. ALL MECHANICAL SYSTEMS, APPLIANCES, $ EQUIPMENT SHALL BE LISTED, AREA IN THE IMMEDIATE VICINITY OF ROUGH A B G D (2 PLY C3 PLY F vtSD Ap^ LABELED, b INSTALLED IN ACCORDANCE w/ MANUFACTURER'S SPEC.'S $ CODE. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER THE BEDROOMS (GENERALLY THE HALLWAY) OPENING HDR) HDW . �' �, MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. l C �" r �� E r, >;, 3. ALL FUEL GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS G. EVERY LEVEL OF DWELLING 2'-O" 2 1 I 2 1 1 2 (f, ,CD� ' shf ;es`c < b SHALL BE EQUIPPED w/ FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PER MANUFACTURER (BASEMENT, FIRST FLOOR, B SECOND FLOOR, ETC.) 4 ¢.,-1 c� ! ;.r�, SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTINGUISHED. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED Z ; 4-0 3 I 2 5 I I 5 '; �t A 4,.-.OF 4. SUPPLY B RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED � �, `1 '( I; '7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY -°' COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED ARCHITECT * - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. b'-O" 4 1 5 4 I 1 4 ,.'` ._"_ � 0 _ -I TO AN R-VALUE OF AT LEA57(NY5 EGG R405.5): T b. ALL CONNECTORS SPECIFIED A5 A "SIMPSON" TOP MOUNTED BEAM b'-O" (O 2 5 5 1 1 5 ` Q' ^le DUCTS 3"O GREATER, LOCATED IN ATTIC: R-b HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED " 4k DUCTS UNDER 3"�, LOCATED IN AT IG: R-b BEAM HANGER ONLY ALONG WITH SPEGIFIGATIONS LISTED ABOVE. �*S �': DUCTS 3"O Q GREATER, OTHER PORTION OF BUILDING: R-b 10'-O" -1 2 4 6 2 1 6 - DUCTS UNDER 3"(10, OTHER PORTIONS OF BUILDING: R-4.2 11 12'-O" 8 2 5 8 2 I E8] (5EI ` ER,AL SNr�50L < I : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT„ WOOD FRAME (L.G. STL. SHADED AREAS NOT IN SCOPE OF WORK Q W EXISTING TO REMAIN HEN APPLICABLE) 0 Lu -{ NEW WOOD FRAME (L.G, NEW FOUNDATION WALL J cu F----�-I STL. WHEN APPLICABLE) m NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL DEMOLITION NOTE: < -J � WOOD FRAME (L.G. STL. © POST FOR 4 WALLS PROVIDE SHORING AND SUPPORT TO ALL AFFECTED Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. O POST FOR b" WALLS), U.O.N. - O WOOD FRAME (L.G. STL. O N z O WHEN APPLICABLE) LoCD r- �. 2 X :3 CV O 4- O 00 m � C9 EXISTING OUTDOOR N O 4-1 CO Lo -J SHOWER Q O a. u O r- EXIST. CHALF BATH. N x LN. W w j EXIST. I I 0 0 EXIST. EXIST. EXIST. PRIMARY EXIST. EXIST. ' ` BATHROOM EXIST. BREAKFAST V — (Q'-O" G.H.) COVERED MASONRY OOK n 1 PORCH (q'-O" G.H.) �i/ EXIST.BEDROOM � M� W p (CATHEDRAL GLG.) W.I.G. EXIST. EXIST. H.) U EXIST. EXIST. EXIST. 7=� FANLY ROOM EXIST. EXIST. K EXIST. EXIST. O © W/O r Qn�W1(ci'-O" G.H.) 000. 0 N EXIST. w LIVING ROOM G.H.) EXIST. 0 H X w Q I 1 I - I IREM^OVE ---- EXIST. w _ EXIST. - i DooRS BEDROOM EXIST. ® - (8'-0" G.H.) PRIMARY IY - HALF BATH. F III EXIST. BEDROOM . 0 II ---------- EXIST. I I�1 - - - - - - - - - - COVERED EXIST. STOOP RELOCATE \\ w L-L PLUMBING Q w \\ EXIST. > INCLUDING EXIST. OA BATHROOM $O BE BOARDS - — — — — — — — — — X w O (8'-O" G.H.) 2 O RELOCATED. - — — — — — — — — — — w � EXIST. � Q � SEE PROP." N EXIST. N _= X z %\ -- EXIST. D ~ w H Q EXIST. X / \ R=MovE EXIST. MUD ROOM/ w ;i BATHROOM Dooe 0 zI EXIST. w EXIST. EXIST. w X LAUNDRY \_-- (8'-O" G.H.) X � GL. PANTRY w -- w AI— EXIST. 2'-b" / b" O EXIST. EXIST, EXIST. LAUNC>RY EXIST. EXIST. EXIST. N ~ o �� DooR Foo(:�) CL. CL. GL. Z LLI I I t N I I EXIST. _ _ 2 BEDROOM EXIST. EXIST, EXIST. (8'-O" G,H.) v STUDY STUDY DINING ROOM (ci'-O" G.H.) (OPEN TO (9'-O" G.H.) ABOVE) X w EXIST. W EXIST. CL. Q GL. X. TD x w X w PROJECT: EXIST. /Z EXIST' BORTZN ER EXIST. RENOVATION GL. EXIST. z COVERED Q STOOP N X 2675 LAUREL TRAIL LAUREL, NY 11948 EXIST. N 3 GAR GARAGE xDRAWING TITLE: PROPOSED DEMOLITION PLANS PAGE: AM A-101000 N X w DATE: 02/08/24 3 OF 5 N OIL DEMO ITION FLAN SEGO 1=I fi�ST FLOOR L L. NU FL00F', C)EMOL I T I ON FLAN �Or IN��.m SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" EXISTING TO BE DEMOLISHED �i777-TJ NEW PARTIAL HEIGHT HOOD FRAME (L.G. STL. Q WHEN APPLICABLE) W EXISTING TO REMAIN, f-----{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J F -I STL. WHEN APPLICABLE) co fy) NEW I-HR FIRE RATED El POST MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL. POST FOR 4" WALLS = Lo O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL C POST FOR b" WALLS), U.O.N. _ RATED CD WOOD FRAME (L.G.STL. 0 N Z O WHEN APPLICABLE) 'co 2 X N 21'-0" 14'-0" 15'-4" 2'-4" O m FLOOR PLAN NOTES +� 0 4- � Ln EXISTING OUTDOOR � (NJ � coCa DOOR NOTE: NEW EXHAUST FAN SHALL BE INSTALLED WHERE IE SHOWER Q O d O O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O VENTILATION IS NOT MET BY MEANS OF NATURAL EXIST. ON PLANS BY 'JELD-WEN' (OR ECUAL). CIRCULATION THROUGH WINDOWS OR DOORS TO I HALF BATH. 2.INSTALL NEW EXTERIOR DOORS P�HEN GALLED OUT OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION i LN. ON PLANS BY 'THERMATRU' (OR EQUAL). 405.5.2.5; INSTALL AS PER MANU. SPECS m W 3.NOTE DOES NOT INDICATE EACH NEW DOOR EXIST. PROPOSED;SEE DESIGNATIONS 8: DOOR SCHEDULE. NEW PLUMBING FIXTURES: 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. rn WALLS, U.O.N.5. INSTALL AS PER MANU SPEC.'S SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. 6.PROVIDE (2) 2"xIO" HDR., U.O.N. NEW TILE FLOOR: OS © © CID - - _ -- '7. SEE PAGE 6-005 FOR ALL OTHER FRAMING I. NEW TILE FINISH (H.O. TO SELECT) UPON R �J ELEMENTS AROUND DOORS (TYP. FOP, ALL) U.O.N. 6 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON EXIST. EXIST. EXIST. WINDOW NOTE: 3. NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON PRIMARY EXIST. 1 O 1. ALL NEW WINDOWS SHALL BE ANDESERN CASEMENT, 4.NEW " PLYWOOD 5UBFLOOR BENEATH (SLUE 4 SCREW); - BATHROOM EXIST. BREAKFAST 0 DOUBLE-HUNG, OR GLIDING (A5 NOTED). INSTALL AS FER SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® �i (cI'-O" G.H.) COVERED MASONRY NOOK ' W MANU. SPEC.'S. INTERIOR. w PORCH (q'-O" G.H.) (D M 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; w 4-1 SEE DESIGNATIONS 4 WINDOW SCHEDULE. WEAVE IN NEW WOOD FLOOR WHERE NECESSARY: 3.FOR SUBSTITUTIONS, SEE NOTE #a,' IN "GLASS WINDOWS ■ AND DOORS" ON PACE 6-002. I. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); ° 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® n 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH INTERIOR WHERE NECESSARY. u' N 6.IN GENERAL, TEMP. GL. SHALL BE: PROVIDED: 2.NEW FINISHED FLOOR TO MATCH EXISTING. w 6.1. FOR ALL SKYLICPH75 4 OPERABLE PANELS OF EXIST. EXIST. r 1 SWINGING, SLIDING, 4 BIFOLD DOORS HEATING NOTE: I v 6.2. WITHIN IS" OF F.F. 8 I. NEW BASEBOARD HYDRONIG HEATING SHALL BE EXIST. INSTALLED IN BATHROOMS WHERE EXISTING WAS EXIST. EXIST. 6.3. WITHIN 24" of A DOOR - - - - - - FAMILY ROOM 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING REMOVED. 2.INSTALL NEW -SLANT FIN FINELINE 50A BASEBOARD 6.5. WITHIN TUB/SHOWER ENCLOSURES O EXIST. EXIST. fob. SEE ALSO GENERAL NOTE:5 ON PAGE 6-002 RADIATORS AS PER MANU. SPECS (OR EQUAL) i W.I.G. W.I.G. 7. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND 3.PRECISE PLACEMENT 4 BASEBOARD LENOTH5 SHALL inAsk WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM BE DESIGNED BY OTHERS. (2) DON HEADER U.O.N. HIGH EFFICIENCY LAMPS: EXIST. O Q 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS NOT LESS THAN qOY OF THE PERMANENTLY INSTALLED LIGHTING 3'-6° W/o KITCHEN LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN 72" FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER (ci'-O" G.H.) O O° ABOVE 6RADE OR THE ADJACENT SURFACE AT THE 2020 NYS EGG R404.1 BUILDING EXTERIOR. EXIST. HOT WATER PIPING INSULATION: LIVING ROOM i- TYPICAL BATHROOM NOTE: MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE 7 (q'-O" - ' OI. WALL BOARD INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE r 3 I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 4 R403.5: ALL BATHROOMS 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 1. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING TUB SURROUNDS FLUIDS >105°F OR <55°F (R403.4) 2. SHOWER FLOORS 2. PIPINO J" AND LARGER IN NOMINAL DIAMETER 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 3. PIPING SERVING MORE THAN (1) DWELLING UNIT p 2.2. CONCRETE MUD-SET (SLOPE 115" PER FOOT 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE TOWARDS DRAIN) UPON 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD EXIST. 1uuL.�� / EXIST. 6. PIPING LOCATED UNDER A FLOOR SLAB PRIMARY IY - - HALF BATH. 2.3. WATER PROOF MEMBRANE TO COVER SHOWER l - FLOOR, WRAP DRAIN 4 ATLEA5T IS" UP WALLS 7. BURIED PIPING 'W OB BEDROOM O 3. BATHROOM WALLS 5. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS '� u 5.1. PROVIDE TILE FINISH AT BATHROOM WA LLS ALLS OTHER THAN DEMAND RECIRCULATION SYSTEMS. (`i'-O" m OF SHOWERS/TUBS ADJACENT TO SHOWER OR - - - - - - - - - - - TUB (3 WALLS). - - - - - - - - 5.2. RUN TILE FULL HEIGHT OF WALL. EXIST. EXIST. COVERED SHADED AREAS NOT IN SCOPE OF = STOOP - WORK O EXIST. RELOC. - - - - - - - - - - - PNL. EXIST. i j X z 7nATtEXIST. EXIST. D NW p EXIST. wEXIST. X MUD ROOM/P. O W EXIST. EXIST. wNLAUNDRY� PANTRY ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING 8 STRAPPING DETAILS. `t I ** SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER A 4 3 ** FINAL DIMENSIONS FOR FRAMING OP° WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER 6'-2" 6_ w CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOP, ALL MULLED WINDOWS m 6 WINDOW CHART 2 8 EXIST. EXIST. O EXIST. v - - -- - -- STUDY STUDY 4) DINING ROOM (q'-O" G.H.) (OPEN TO (q'-O" G.H.) �u ROUGH OPENING WINDOW DIMENSION ABOVE) TAG COUNT TYPE MODEL # I WIDH T HEIGHT WIDTH HEIGHT r+ EXIS 0 Q 9 u �_ i u i u n G`. W N A I AWNING AN21 2-O /8 I -�i 2-O Ye I -8 Y2 _ x x W WI PROJECT: - - - - -- -- -- - 2'-O" 12'-6" EXIST. ---- DOOR SCHEDULE - EXIST. B O RTZ N E R DOOR MATERIAL o EXIST. GL. RENOVATION m TAG DESCRIPTION MANUFACTURER p Q� NOTES EXIST. Q WIDTH HEIGHT _ COVERED X `f -- W 2675 LAUREL TRAIL FIRST FLOOR - - -- - - LAUREL, NY 11948 MARBLE 101 POCKET DOOR JELD-WEN OR 2'-6" 6'-8" • DOOR EXIST. N:� EQUAL SADDLE 3 GAR GARAGE X ; -W DRAWING TITLE: o SECOND FLOOR j iv - - --2' MARBLE PROPOSED FIRST FLOOR PLAN 201 INTERIOR SWING JELD-WEN OR -6" 6'-8" • DOOR EQUAL SADDLE JELD-WEN OR MARBLE 202 INTERIOR SWING EQUAL 2'-b" 6'-8" • DOOR SADDLE PAGE: A-102m00 X W DATE: 02/08/24 4 OF 5 ® 6'-0" q'-O" 15'-2" 21'-2" FROP05EC) FIR57 FLOOR FLAN 4$*0F SCALE: 114" = 1'-0" OE I ` ERAL 5),"��50L <E) : EXISTING TO BE DEMOLISHED WOOD FRAME ( O STL. d EXISTING TO REMAIN WHEN APPLICABLE) Q NEW FOUNDATION WALL NEW WOOD FRAME (L.O. � W STL. WHEN APPLICABLE) Lu M NEW I-HR FIRE RATED El POST (2) 2"x4" STRUCTURAL Q :t (\J WOOD FRAME (L..O. STL. POST FOR 4" WALLS C WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Z) � POST FOR b" WALLS), U.O.N. NEW 2-HR FIRE 'RATED = _0 WOOD FRAME (L..5. STL. i IX WHEN APPLICABLE) p CV z O 'cu X :3 N 14-0 O FLOOR PLAN NOTES O pp C9 DOOR NOTE: NEW EXHAUST FAN SHALL BE INSTALLED WHERE � c 0 O .. O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O4 VENTILATION IS NOT MET BY MEANS OF NATURAL Q .- a O ON PLANS BY 'JELD-WEN' (0R EQUAL). CIRCULATION THROUGH WINDOWS OR DOORS TO 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION ON PLANS BY 'THERMATRU' (OR EQUAL). 405.5.2.5; INSTALL AS PER MANU. SPECS 3. NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DESIGNATIONS b DOOR SCHEDULE. NEW PLUMBING FIXTURES: 4. PLACE DOORS 4" MIN. FROM PERPENDICULAR O WALLS, U.O.N. 5 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. - 5. INSTALL AS PER MANU SPEC.'s 6.PROVIDE (2) 2"xIO" HDR.,U.O.N. NEW TILE FLOOR: 7. SEE PAGE 5- FOR ALL OTHER FRAMING O6 I. NEW TILE FINISH (H.O. TO SELECT) UPON I �J ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON EXIST. WINDOW NOTE: 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON 4.NEW PLYWOOD SUBFLOOR BENEATH (GLUE 6 SCREW); 2 I. ALL NEW WINDOWS SHALL BE ANDESERN CASEMENT, DOUBLE-HUNG, OR GLIDING AS NOTED). INSTALL AS PER SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® 0 MANU. SPEC.'5. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; INTERIOR. EXIST. EXIST. m SEE DESIGNATIONS b WINDOW SCHEDULE. SECOND FLOOR BEDROOM I J 3. FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS WEAVE IN NEW WOOD FLOOR WHERE NECESSARY: AND DOORS" ON PAGE 0-002. 01. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE k SCREW); (CATHEDRAL GLO.) I � 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. SCREW PERIMETER OF SHEATHING 6" O.G. a 12" O.G. ® L - 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH INTERIOR WHERE NECESSARY. 6 IN 6.1. EN FOR ALL S. &L.SHT SHALL 4 OPERABLE PANELS OF 2.NEW FINISHED FLOOR TO MATCH EXISTING. 0 - - - - U SWINGING, SLIDING, d BIFOLD DOORS HEATING NOTE: 6.2. WITHIN IS" OF F.F. 8 I. NEW BASEBOARD HYDRONIG HEATING SHALL BE 6.3. WITHIN 24" OF A DOOR INSTALLED IN BATHROOMS WHERE EXISTING WA5 6.4. WITHIN 5TAIRWAYS 8 WITHIN 36 OF A LAUDING REMOVED. 6.5. SEE IN TU GENERAL NGLOSURE5 2.INSTALL NEW SLANT FIN - FINELINE 50A BASEBOARD EXIST. 6.5. WITHIN TUB/SHOWER E RADIATORS AS PER MANU. SPECS (OR EQUAL) NOTES ON PAGE 0-002 7. SEE PAGE 5-005 FOR FRAMING ELEMENTS AROUND 3. PRE0I5E PLACEMENT S BASEBOARD LENS7145 SHALL WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM BE DESIGNED BY OTHERS. (2) 2"xIO" HEADER U.O.N. EXIST. - J 6.WINDOW FALL PROTECTION SHALL BE PROVIDED PER HIGH EFFICIENCY LAMPS: Q W.I.G. NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS NOT LE55 THAN 110% OF THE PERMANENTLY INSTALLED LIGHTING 0 LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN 72" FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER m ABOVE GRADE OR THE ADJACENT SURFACE AT THE 2020 NYS EGG R404.1 BUILDING EXTERIOR. HOT WATER PIPING INSULATION: EXIST. TYPICAL BATHROOM NOTE_ MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE UNFINISHED EXIST. O I. WALL BOARD INSULATED TO AN R-VALUE OF NOT LE55 THAN R-3 FOR THE AREA u I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 d R403.5: ALL BATHROOMS 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING TUB SURROUNDS FLUIDS >105°F OR <55°F (R403.4) 2. SHOWER FLOORS 2. PIPING J" AND LARGER IN NOMINAL DIAMETER w 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 3. PIPING SERVING MORE THAN (1) DWELLING UNIT 2.2. CONCRETE MUD-5ET (SLOPE: 1/6" PER FOOT 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE TOWARDS DRAIN) UPON 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD 5'-10" 202 EXIST. 2.5. WATER PROOF MEMBRANE TO COVER SHOWER (b. PIPING LOCATED UNDER A FLOOR SLAB 3'-6" � MODIFIED BEDROOM FLOOR, WRAP DRAIN g ATLEA5T lb" UP WALLS -7. BURIED PIPING , 3. BATHROOM WALLS 5. SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS cV BATHROOM � 3 I (8-O G.H.) W 5.1. PROVIDE TILE FINISH AT BATHROOM "WET"WALLS OTHER THAN DEMAND RECIRCULATION SYSTEMS. OF 5HOWERS/TUBS ADJACENT TO SHOWER OR q 6 TUB (3 WALLS). 5.2. RUN TILE FULL HEIGHT OF WALL. EXIST. O (OI 8 - cV SHADED AREAS NOT IN SCOPE OF - 8 Cm� D • WORK O dJ 5 �p PROPOSED BATHROOM EXIST. EXIST. DN EXIST. 20l BATHROOM m _ W-O" G.H.) - --- O X. ip . ALL NEW WINDOWS SHALL BE ANDE'RSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING 8 STRAPPING DETAILS. EXI5T EXIST) EXIST. , * SEE DOOR SCHEDULE FOR ALL OLASS DOORS FROM SAME MANUFACTURER I ® EXIST. EXIST. EXIST. - * FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER b'_2 �� CL. GL. CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS OPEN To - - 3'-O" 4'-11" 4'-11" w BELOW - EXIST. g WINDOW CHART O BEDROOM 0 - - - - (5'-0" G.H.) v w ROUGH OPENING WINDOW DIMENSION N w TAG COUNT TYPE MODEL # X WIDTH HEIGHT WIDTH HEIGHTLu EXIST. GL. A I AWNING AN21 2'-0 5/a" I'-Q" I I I PROJECT: DOOR SCHEDULE - -- DOOR MATERIAL B O RTZ N E R TAG DESCRIPTION MANUFACTURER p -j VI) NOTES WIDTH HEIGHT RENOVATION < L - - - - Jj [Jx- FIRST FLOOR I 2675 LAUREL TRAIL _ MARBLE LAUREL, NY 11948 101 POCKET DOOR JELD-WEN OR EG2UAL 2'-b" b'-8" • iF iDOOR �:] I �, SADDLE DRAWING TITLE: MARBL SECOND FLOOR 7I R E PROPOSED SECOND FLOOR PLAN 201 INTERIOR 51^dINO EQUAL JELD-WEN O 2'-b" b'-8" • I DOOR SADDLE MARBLE 202 INTERIOR Sh11NG JELD-WEN OR 2'-b" b'-8" • DOOR EQUAL _ SADDLE PAGE: 'ml®3 . ®® DATE: 02/08/24 5 OF 5 �S: c-D A�Oke PROPOSED SECOND FLOOR PLAN '-V>. 0 74V5 SCALE: 1/4"