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Home My WebLink About52833-Z TOWN of SOUTHOLD t BUILDING DEPARTMENT SOUTHOLD., NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORD AUTHORIZED) Permit#: 52833 Date: 04/03/2026 Permission is hereby granted to-, Kostas Angelopoulos 145-38 ' rd Ave Whitestone, NY 11357 To: construct alterations,and to legalize "as built" portions of a deck addition to an existing single-family dwelling as applied for. Additional certification may be required. Premises Located at: 1380 Jacksons Landing, Mattituck, NY 11952 SCTIVI# 106.-9-17 Pursuant to application dated 02/09/2O26 and approved by the Building Inspector. To expire on O4/O2/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $1,232.25 As Built Deck $200.00 CO-RESIDENTIAL $100.00 Je Total $1,532.25 Q 'ig Inspector 2I� µ"� N � for " TOWN �UTHOLD- BUILDING DEPARTMENT � M Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 a` Telephone (631) 765-1 2 Fax (631) 76 -9502 : w .scut o to nn — Date Received APPLICATION FOR BUILDING PERMIT 7-1 w r „ a For office Use only j i PERMIT No. .. Building Ins ecc 19 9 2NG ........ ........... 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 farm(Page 2)shall be completed. Date: I OWNER(S)OF PROPERTY: Name: SCTIVI# 1000-f 06 q- 1+ Project Address: 126D .5415 j LA-#�,py4b . MArTITUeg MY llgf2 Email: � Phone#: 631 -5Y50 m oze.. p,9w� S y pt000.com Mailing Address: '�, 13 M)QQ NTP- go ' CA�u Ott NY • lI9 33 CONTACT PERSON: Name. 3osF, pleip% Mailing Address: � 1-3 MOOLE Cmwll2y go • C.Ac,v5 erg xj NY • laq 33 Phone#: 631 r-200 ` 6 0 Email: 75aze.. Pima . ypmoo- om DESIGN PROFESSIONAL INFORMATION: Name: p p.C> r0 .-r iN i Mailing Address: 1 CAw - N� Phone#. ! 3CdmCa&Email: r�� bGo M CONTRACTOR INFORMATION: Name: Mailing Address: y 13 '1, y +R CA,vg arcwj - NY ' lI9 33 Phone# 31 -200-5Y-50 Email: 7505e, P112112 , y ROOD.com DESCRIPTION OF PROPOSED CONSTRUCTION tructure ©Addition 2SAlteration ❑Re air n Demolition Estimated Cost of Project: ❑New S p ;SOther IV 000 1l11111 the lot be re-grad f�Yes ;KNoed? Will excess fill be removed from premises? ❑Yes 91 No ............ PROPERTY INFORMATION Existing use of property: 5muZ FAM,Ey Intended use of property: 5NUE F*ol,Ly QW9WAJG Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? DYes;RNo IF YES,. PROVIDE A COPY. 3 Check Box After Reading: The owner/contractor/design profossional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Buildlng 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 Inspectlons.False statements made herein are punishable aso Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Za5F,A 94 P. ElAuthorized Agent R Owner Signature of Applicant: 49��- C Date: C)�2 STATE OF NEW YORK) SS: COUNTY OF, —L—- ::505f, zla, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith,,, Sworn before me this ) 20 day of e,12 cj k),\,lot6ry 4Publk TIFFANY J BEREZNY Notary Public-State of New York No.01BE6284112 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County (Where the applicant is not the owner) My Commission Expires 06117/20]29 " residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name ........... .......... F0,J Town Hell Annex Y y Telephone(631)765-1802 v �� 54375 Main Road Fax(631)765-9502 P. 0. Box 1179 Southold, NY 11971-0959 ' BUILDING DEPARTMENT NOTICE OF UTIL N OF TRUSS TYPE CONSTRUCT10N, [!RE-ENGINEERED WOOD CONSTRUCTION ,l ER C0,14STRUCT1 Date: Owner: Location of Property: 6 yob ' MATTiTVr4r. My ll a'5a. Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure X Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check Applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name r0 submittin this form)* 1(person � u►� Capacity(check applicable line): Owner Owner representative (AR&1TV-C-v) TrussRegl 5.docx Effective 1/1/2015 DRAWNlJt� CHEC!(ED Ivyf� DATE NOV,2025 DRAW4NG&JOB N0,2rJ-1315 THE EXISTENCE OF RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION AND/OR EASEMENTS OF RECORD IF TO THIS SURVEY IS A VIOLATION OF ANY, NOT SHOWN ARE NOT GUARANTEED. SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ELEVATIONS REFER TO NAVD 1988 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Premises known as: EMBOSSED SEAL SHALL NOT BE CONSIDERED TO 8E A VALID TRUE COPY. 9 380 Jackson's Landing, Mat#ituck GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE AreaTITLE ��Q/'801� .�. COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI-- 0 TUTION. GUARANTEES ARE NOT TRANSFERABLE. S83'26'00"E 218,27' 0 c) o ri 0 LOT 13 fence CLF I � 0. 1.o N a N$8.34 4�» 8'S E 160.06 5,5'W I rleer fence �, . chain link fence fence platfo 0.5S tn► o.1'W v: arbor N p w/gate a to 7011. �., 22.4' steps a�, �"0 G m 5.2' Cal 1 1/2 Srory 13 landing 0 ZS Frame Ln do steps arbor Residence wAote cc LOT 12 a N, r ^- 34.8' steps 3.2 �► _ CL cobblestone �: -- � �' r� 'O �curbs 5.0� � rill a' garage _. �- . w drain 0% 22.4' 340 N "' �•..,,arbor tv w/gate ZE metal chain link fence chain link fence wall fence ' S 88'3 4'40"1� 0.6N on line 0.3,N 160.�0 fence 3.7 w 2 4� C =s LOT 11 o 0 m tj I`:VV A%%Tr co �Y L Survey of Lot 12 Certified to; MAP OF JACKSONIS LANDING JOSE PIRIR FILED MARCH 28, 1969 AS FILE NO. 5280 OSCAR VIERA situate at FIDELITY TITLE INSURANCE COMPANY COASTAL LAND ABSTRACT, LLC Mattituck Town of Southhold Michael W. .Minto, L.S.P.C. Suffolk County, New York LICENSED PROFESSIONAL LAND SURVEYOR District 1000 Section 106 Block 9 Lot 17 NEW YORK STATE LICENSE NUMBER 050871 87 �Woodview Lane Scale 1"= 30' Surveyed November 21, 2025 Cente.reach, N.Y. 11720 GRAPHIC SCALE PHONE/FAX: (631) 580--1202 CELLULAR: (631) 766--9714 1 t �I I so 120 EMAIL: mikemintolspc0gmail.com r N WON ( IN FEET ) 1 inch = 30 ft. S4 t ENERGY CODE COMPLIANCE STATEMENT ':: :< I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED yp.� 7 --�� DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE ••", l ""`' PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH s92� SECTION R105.2.2 OF THE 2025 NYS E000. r z T b COPYRIGHT Q 4N, `al td� as3 }t ii r ALL DRAWINGS AND WRITTEN MATERI AL APPEARING HERE I N 4 CONSTITUTE THE ORIGINAL AND UNPUBLISHEDWORK OF THE as A ARCHITECT,AND E SAME N PART THEREOF MAY NOT BE A. ARC ITEC THE S OR ANY PA DUPLICATED DISTRIBUTED DISCLOSED OR USED IN ANY MANNER WITHOUTTHE WRITTEN CONSENT OF THE ARCHITECT. , a ,Y 13fNi.afkt4,li Ifkrl .,.hA,a: .�&. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S ` ,r WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. ¢ OWNERSHIP AND USE OF DOCUMENTS: p ', `�'._ e g "� g q p• p S DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY k ,s AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. 9;•`€('".y, (1 ;;;25 t'5 DRAWINGS SUBMITTED FOR BUILDING PERMIT 01 NO WORK TO COMMENCE UNTILL BUILDING PERMIT IS PPP, MT RECEIVED PRIVATE RESIDENCE 1381 Jatkson Lndg ' 1380 JACKSON LANDING MATTITUCK NY 11952 C47T 03/2026 3525020 ti RC1ISION DATE 1 SUBMIT FOR BUILDING PERMIT 0212026 2 RE-SUBMIT FOR BUILDING PERMIT 0312026 Yranrrnrts�• y _ � F S 01025'20" E 130.00' KEY PLAN �I'IT m�;_ 1.THE CONTRACTOR SHALL VERIFY ALL 1 EXISTING AND PROPOSED CONDITIONS ON UTILITY POLE THE CONSTRUCTION DOCUMENTS N NEW POOL CODfE CE a p Q THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION Of C;;,:;. :' :'• _ THE ARCHITECT PRIOR TO COMMENCING NEW IN-GROUND CONSTRUCTION.THE CONTRACTOR SHALL POOL (760 SF) BE RESPONSIBLE FOR DISCREPANCIES $ NEW IN-GROUND 2 NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR 18.0� POOL OVERFLOW 82 0' _ L - - 10.0' HIDDEN CONDITIONS WHERE APPLICABLE. \> DRYWELL SIDE (POOL) \ SIDE MAXIMUM FLOOR AREA 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES O 20.0 -. = p GROUND FLOOR 1,842 SF '- -- 1 SECOND FLOOR 790 SF INCLUDING BUT NOT LIMITED T0:TOWEL . �BUlLDING ENVELOPE �' 18•0 7� Lu BARS,TOILET PAPER HOLDERS,SHELVING 22.0 w . \ I Z ATTACHMENT,ROBE HOOKS,GRAB BARS, NEW iTON€FOOL _ .. \ v \ w O TOTAL FLOOR AREA = 2,632 SF ETC. w I PATIO(570 SF) --I- W 3.NO WORK TO COMMENCE UNTIL A 24.0) U { \ \a Z �- _ �8 I J 16.0 BUILDING PERMIT IS ISSUES. EXISTING REAR DECK I ° a LOT COVERAGE CALC. 26.0 0 TO REMA10892 SF) ri W W STONE � _ c^ 4.THESE PLANS a � co� WALKWA-Y BETWEEN_20 O- 0 I- �_ g 3 �+ GROUND FLOOR = 1,842 SF N S ENERGY CODE.COMPLY WITH THE 2025 REMO�PORTIO OF O REAR PATIO AND �� _ Imo. P Z Z \I NEW-DECK PATIO -' �_ 18.0 FRONT PORCH = 82 SF „ SECTION: 106 NOTE: 4 i -DECK SHOWN-AS REAR DECK 892 SF I -- - 22. O THE INFORMATION USED FOR THIS ROOF ( I 2 I DASHED, EXISTING REAR - - la �-= BLOCK: 9 SITE PLAN WAS OBTAINED IN-GROUND POOL - 760 SF 28.0 I \I \ _ PATIZTTO REMAIN 20.0 4 0--�-- z DIRECTLY FROM THE SURVEY. ATTIC. FL LOT: 17 (SEE SURVEY ATTACHED) TOTAL LOT COV. =3,576 SF 30.0 1 '$([ 26.0 '- 22.0 (BATH 200) (BATH 202) (DECK()( 0 26.0 211�211 211 I� 21� 211�211 N ZONING R QUIREMENTS FOR PRINCIPAL STRUCTURES IN ZONE "R-4011 I LAv LAV 26.3 � 2 82, 0 I NEW POOL EQUIPMENT 1 , . 28• 0 POOL 26.0 LOCATION REQUIRED EXISTING/PROPOSED WC WC � ,CO[�E FE 30• ❑ �v�ooL 2nd. FL 1 1/2" SHOWER SHOWER 11/2" 34. CODE FE E LOT AREA 40,000 SF MIN * 20,800 SF(EXISTING) 0 32• RENOVATE 11/2 STORY i 28 LOT WIDTH 150' MIN * 130' (EXISTING) C.O. I 211 I 211 I C.O. 311 3" 311 311 311 311 36.0 16.5'SIDE (1,842 SF COVERAGE) WOOD FRAME DWELLING I a2. � � 30.o 0.7'SIDE LOT DEPTH 175' MIN * 160'(EXISTING) M : (QWELLING) 0 34.5 F.F. i (DWELLING) O FRONT SETBAICK 35' MIN(PRIMARY) * 37.0'(EXISTING DWELLING) p 1 32.0 �. * 32.0'(PROP. FRONT PORCH) (PRIMARY BATH 107) (KITCHEN 101) (PR 105) -- -- -- -- -- -- -- •.I SIDE SETBACK 10' MIN (PRIMARY) 26.5'&30.7'(EXISTING) 2"� 2" T2" 2" 2" 2 2" 35' MIN(BOTH) 57.2'(EXISTING) LAV LAV NEW LAV RENQVATE EXISTING / M FRONT CPAFi H(82 SF) 34.0 p REAR SETBACK 35' MIN 96.1'(EXISTING) WC I NEW WC \ - EXISTING FRONT/SIDE z a 1 1/2" 1 1/2" SHOWER DISH 211 11/2" LIVABLE FLOOIR AREA 850 SF MIN 2,632 SF(EXISTING) 38. WALKWAY TO REMAIN O z I QD Ind. FL O= -34. - Lei FLOOR AREA 3,350 SF+ 10%(800 SF)= 2,632 SF(EXISTING) 211 36.o L'-� 00 3,430 SF MAX 2 I C.O._ 13d 38.0 cq a EXISTING DRIVEWAY M 0 " 3" t4 170.00 � �o (n C.O.. . I �� ' N v TO REMAIN 36.0 LOT COVERAGIE 20/o(4,160) MAX 3,576 SF(PROPOSED) 3" 3" 3" 3° '�' �y�„tH0 M HEIGHT 35' MAX TO RIDGE(PEAKED) 23'-9 1/16"(EXISTING) 25' MAX TO RIDGE(FLAT) N/A �21_BOX STORIES 2 1/2 STORIES 2 STORY(EXISTING) (BATH 004) (LAUNDRY 003) � 211 211 211 2aa 211 36.0 CONCRETE CURB SKY PLANE 45D(STARTS AT 10'ABOVE COMPLIES:SEE ELEVATIONS ( LAV ( ''�+ 04171 �/�� 36.0 NATURAL GRADE AT ALL POINTS I fir"OF tf N 01 025'20" YY 130.00 PARALLEL OR ADJ.TO DWELLING) CELLAR FLOOR WC SHOWER FLR DRAIN BR AK WASH AIR N ZONING REQUIREMENTS FOR ACCESSORY STRUCTURES IN ZONE "R-4011 �2- 2" 2" PROJECT TITLE (POOL) c° I ►C.O. N JACKSON 'S LAINKNEDIINIG 3° 3n 3„ 31- 3u TRAP REQUIRED EXISTING/PROPOSED SCHEDULE 40 PVS DRAIN LINES `\ CONCRETE CURB 3/4" PEX SUPPLY LINES FRONT SETBAICK 35' MIN(PRIMARY) 129.9'(PROPOSED) FRESH AIR INTAKE NO WET VENTS PERMITTED SIDE SETBACK 5' MIN 82.0'(PROPOSED TO EXTERIOR 2 10.0'(PROPOSED) L 411 I C.O. G.C.TO VERIFY PIPE MATERIAL W/BLDG DEPT "'CALIF` AS NOTED REAR SETBACK 5' MIN 10.0'(PROPOSED) < r3" 4 TO EXISTING SEWER SYSTEM * EXISTING NON-COMPLIANT L",;, j i .....I I SITE PLAN ZONING INFORMATION PLUMBING RISER DIAGRAM SCALE: 1"-20'-0" Py: DM . V -.--..-.w...-.m..�..-. -- MC Alp ".4 g FY e.FY�Ze .�1-..3'.., o,4.°I .n 4!.$ GENERAL NOTES ON CODE COMPLIANCE 10. THE DRAWINGS INDICATE GENERAL PROVISIONS FOR DRAINING RAINWATER FROM THE SITE AND ROOF.THE 3. REINFORCING BARS SHALL CONFORM TO ASTM A625;MINIMUM YIELD STRESS 40 IUSI 126. PER 2025 NYS RC R602,3.2.END JOINTS IN DOUBLE TOP PLATES SHALL BE OFFSET NOT LESS THAN 24 INCHES. 8, OPENINGS THROUGH WALLS SEPARATING THE DWELLING FROM THE GARAGE SHALL CONFORM TO 20251RC R302.5. CONNTRACTOR SHAH BE RESPONSIBLE FOR RODE DRAINAGE AND FINAL GRADING,{NCIUD{NG PAVEMENT AND LAWN REQUIRED DOORS SHALL BE SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS,SOLID OR ;;�;��` - ALL CONSTRUCTION SHAH CONFORM TO AREAS SO THAT WATER EITHER RUNS AWAY FROM STRUCTURES NATURALLY OR IS PIPED TO DAYLIGHT OR STORM 4. WWF SHALL BE 6XG 10110 CONFORMING TO ASTM 185 27. PER 2025 NYS RC RG02.3,3,1OISTS.TRUSSES,OR RAFT[RS SPACED MORE THAN 16 INCHES O.C.SHALL BEAR WITHIN HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1318 INCHES THICK,OR BE 20-MINUTE FIR[-RATED DOORS, � , V r THE 2025 NEW YORK STATE BUILDING CiODES INCLUDING BUT NOT LIMITED TO DRAINAGE. 5 INCHES OF THE STUDS BENEATH UNLESS EQUIPPED WITH A SELF CLOSING DEVICE. 0 RESIDENTIAL CODE 5. NO COLD JOINTS IN CONCRETE.ADEQUATELY VIBRATE TO PREVENT AIR POCKETS AMID HONEYCOMB EFFECT. a BUILDING CODE 11. CONSULT WITH OWNER FOR ANY PROPOSED IRRIGATION SYSTEM.OR MODIFICATION Of EXISTING SYSTEMS. 2. THE TOP PLATES ARE(2)2 INCH X 6 INCH OR(2)3 INCH X 4 INCH MEMBERS 9. GARAGES SHALL BE SEPARATED FROM HABITABLE SPACES IN ACCORDANCE WITH 2O251RC R302.6.AT SEPARATING "�"" " 0 EXISTING BUILDING CODE �I 6, DO NOT POUR CONCRETE SUBJECT TO FREEZING CONDITIONS. b, A THIRD TOP PLATE IS INSTALLED WALL,PROVIDE 5/8-INCH TYPE X GYPSUM BOARD ON GARAGE SIDE AND TYPE X GYPSUM BOARD ON HABITABLE � ", s;;.,,': a FIRE CODE 12, SEED OR SOD AREAS DISTURBED BY CONSTRUCTION.RESTORE LAWNS AS REQUIRED. c. SOLID BLOCKING EQUAL IN SIZE TO THE STUDS IS INSTALLED TO REINFORCE THE DOUBLE TOP PLATE- SIDE.AT GARAGE CEILING,PROVIDE 518"TYPE X GYPSUM BOARD. 0 PLUMBING CODE 7. CONCRETE IN CERTAIN LOCATIONS TRUST Bf AiR-ENTRAINFD WITH AN AIR CONTENT OF 5%AND MEET MINIMUM 0 MECHANICAL CODE 13. RE-GRADE DRIVE AND PARKING AREAS WITH 16"MIN.COIMIPACTED BED DF APPROVED BANK RUN GRAVEL, COMPRESSIVE STRENGTHS AS SPECIFIED IN TABLE B4022 MINIMUM SPECIHED COVAPRESSiVE STRENGTH Of 10, PER 2025 NYS RC R3i3,2,"AN AUTOMATIC RESIDENTIAL FiRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ON[AND ,)� �I � a FUEL GAS CODE CONCRETE SHEATHING AND UNDERLAYMENTS TWO-FAMILY DWELLINGS,EXCEPTION:AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL NOT BE °, ; a ENERGY CONSERVATION CONNSTRUCTION CODE 14. CONSULT WITH OWNER FOR LANDSCAPING PLAN,PROPOSED PLANTING SELECTiONS,AND PLANTING BED FINISHES. TYPE OR LOCATION Of CONCRETE CONSTRUCTION MINIMUM SPECIFIED COMPRESSIVE STRENGTH IN REQUIRED FOR ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS THAT ARE NOT ALREADY PROVIDED WITH AN g 0 PROPERTY MAiNTENANCE GIODE i SEVERE WEATHERING ZIINNF 1. PROVIDE APR-RATED COX ROOF SHEATHING,EXTERIOR WALL SHEATHING,AND FLOOR SHEATHING.SHEATHING AT AUTOMATIC RESIDENTIAL SPRINKLER SYSTEM,R3132.1 DESIGN AND INSTALLATION.AUTOMATIC RESIDENTIAL FIRE ♦ THE NEW YORK STATE BUltnING STANDARDS&CODE:2026 UNIFORM CODE SUPPLEMFNT � 15. COMPLETELY CONTROL AND REMOVE ALL DEMOLITION DEBRIS,SCRAPS&DUST, BARMENT WALLS,FOUNDATIONS AND OTHER CONCRETE 2,500 EXTERIOR SHALL BE IN ACCORDANCE WITH 2O25 NYS RC SECTION R701 SPRINKLER SYSTEMS SHAI L BE DESIGNED AND INSTALLED IN ACCORDANCE WITH SECTION P29O4 OR NFPA 130" THE NEW YORK STATE BUILDING STANDARDS&CODE:2024 SUPPLEMENT TO THE NEW YORK STATE ENERGY i NOT EXPOSED TO THE WEATHER . CONSERVATION CODE DEMOLITION BASEMENT SLABS AND INTERIOR SLABS ON GRADE, 2,500 2. NAIL SHEATHING TO FRAMING ACCORDING TO THE FASTENING SCHEDULE ON THE DRAWINGS. MOISTURE PROTECTION OTHER REFERENCE STANDARDS USED: EXCEPT GARAGE FLOOR SLABS WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO•EAMILY DWELLINGS 1. OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY FOR ACTUAL CONDITION OF BUILDINGS TO BE S€LECTiVELY 3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR GRADE,WITH EXTERIOR GLUE,SHALL MEET THE 1. ALL FLASHING TO BE 24 GALE.METAL GALVANIZED OR PAINTED ACCORDING TO SCHEDULE.GRAVEL STOPS AND 'w§I°``I'`";''I' :'12 BASE WALLS,FOUNDATION WALLS.EXTERIOR WAILS 3.000 rp=;. ��trct,r,'�;Ir,=, ALL CODES SNAIL SUPERSEDE THE DRAWINGS AND;SHALL BE INCORPORATED INTO THE CONSTRUCTION WHETHER THEY DEMOLISHED. AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE REQUIREMENTS FUR THE LATEST EDITION OF THE U.S.PRODUCTS STANDARDS PS-1,AND SHALL BE IDENTIFIED WITH BEAM CAPS TO BE 22 GAUGE. C';Q 0 P,,,,; ARE INDICATED OR NOT. WEATHER THE APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION(APA). IiI„;,„ ;I;,:;:;; `t I-s;. 2. REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED TO BE REINSTALLED,SALVAGED,OR TO REMAIN PORCHES,CARPORT SI.A$S AND STEPS EXPOSED TO THE 3,500 2. ASPHALT SATURATED FELT Of 14 POUNDS PER 100 SQUARE FEET IS TO BE APPLIED PER 2025 NYS RC R703.2: GENERAL STRUCTURAL NOTES THE OWNER'S PROPERTY. WEATHER,AND GARAGE FLOOR SLABS 4. PLYWOOD SHEATHING TO RUN CONTINUOUS 12"MINIMUM PAST TOP AND BOTTOM PLATES OF ALL EXTERIOR WALLS. HORIZONTALLY WITH THE UPPER LAYER LAPPED OVER THE LOWER A MINIMUM OF 2 INCHES AND WHERE JOINTS 2025 NYS RC SECTION R301 DESIGN CRITERIA & STRENGTH AT 28 DAYS PSI IF PLYWOOD STOPS AT PLATE,THEN PROVIDE SIMPSON LSTA18 STRAPS AT 48"O.C.AND AT CORNERS,NAILED TO OCCUR,FELT SHOULD BE LAPPED NOT LESS THAN 6 INCHES. 3. EXISTING TO REMAIN:PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING STUDS WITH ioo NAILS IN HOLES PROVIDED.CENTER STRAPS ON PLYWOOD JOINT.USE LSTA30 STRAP If PLYWOOD CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA: SELECTIVE DEMOLITION.WHEN PERMITTED BY THE ARCHITECT.ITEMS MAY B[REMOVED TO A SUITABLE,PROTECTED DOES NOT OVERLAP BOTH THE TOP AND BOTTOM PLATES flf THE SAME LEVEL 3, FOUNDATION TO BE WATERPROOFED WITH THUROSEAt OR APPROVED EQUAL SEAL ANT.PROVIDE PROPER SEALANTS THE STRUCTURE,STRUCTURAL CONNECTIONS AND FRAMING SYSTEMS HAVE BEEN DESIGNED TO RESIST LOADS AS SET STORAGE LOCATION DURING SELECTIVE DEMOLITION AND THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL FOR EACH APPLICATION.If SEALANT TYPE IS NOT INDICATED OR OBVIOUS,VERIFY TYPE WITH ARCHITECT PRIOR TO FORTH IN TABLE 03012(1). LOCATIONS, MASONRY 5, SUBFLDORiNG SHALL BE INSTALLED WiTH FACE GRAIN DIAGONAL.ACROSS SUPPORTS:BREAK JOINTS IN ADJACENT APPLICATION. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1. BRACE Alt WALLS UNTIL SECURELY TIED TO THE STRUCTURE. COURSES.LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW SURFACE, 4, REPROVE AND SALVAGE:ITEMS INDICATED TO BE REMOVED AND SALVACED REMAIN THE OWNERS PROPERTY.REMOVE, UNOERLAYMENT,WHERE REQUIRED.SHALL BE SIMILARLY INSTALLED, . '1,__""" s°"NfI°"11"""'f`p"` CLEAN,AND PACK OR CRATE ITEMS TO PROTECT AGAINST DAMAGE.IDENTIFY CONTENTS OF CONTAINERS AND HVAC ._..-._._..._-_-...._.._-_.-._..._.-..__..----._ __ L'I""..'s M IT I' AifI.W, eWM "r WELD f Low � 4'4'' 2. MASONRY UNITS SHALL BE STANDARD HOLLOW CORE UNiTS �r lrcgxT ,pHG '� �tC�" xw�"' ,,WF CsiF.',':F/ NYC-ALN:l?'Nf1 LI'It'p YFSaNI's I.fr YICN :IR';r+-8,Y{tf Y' kd,s-(; f"Cf2*"i Nlt"+' DELIVER TO OWNER'S DESIGNAfifD STORAGE AREA. 6. ROOF SHEATHING SMALL BE LAID WITH FACE GRAIN AT RIGIiT ANGLES TO SUPPORTS.LOCATE END JOINTS OVER F'F,s „§e> '£A's 4C(A.1<0a11*at `7''�' SUPPORTS.STAGGER JOINTS.PROVIDE METAL H CLIP AT JOINTS AT SIDES OF PANELS WHEN SPACING Of SUPPORTS iS 1. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE 2025 NYS RC AND 2025 IMC.PROPER+7n ': :" F "£ ""' M � R 3. HORIZONTAL.REINFORCING SHALL BESTANDARD OUR-0-WAIL VERTICAL REINFORCING SHAI BE ASTM SPEC A 615 PRIVATE '" °�� 5- REMOVE AND REINSTALL:REMOVE ITEMS INDICATED:CLEAN,SERVICE,AND OTHERWISE PREPARE THEM FOR REUSE; 24"D.C.AND ROOF SHEATHING IS LESS THAN 5/8"THICK. SELECTION,SIZING,INSTALLATION AND MAINTENANCE OF RESIDENTIAL HVAC SYSTEMS ARE MAJOR FACTORS IN NOTE:REFER TO 2025 NYS RC FOR ADDITIONAL NOTIES ON THIS TABLE. STORE AND PROTECT AGAINST DAMAGE.REINSTALL iTEMS IN LOCATIONS INDICATED. 4. GROUT SHALL BE OF FLUID CONSISTENCY AND MIXED IN THE RATIO BY VOLUME OF iON[PART CEMENT,THREE PARTS 7, UNgFRLAYMENT FOR FLOORING- OPTIMIZING ENERGY SAVINGS. ES DESIGN LOADS: 6, EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED,SALVAGED,REINSTALLED,OR OTHERWISE INDICATED TO SAND AND 2 PARTS PEA GRAVEL. a. ALL FLOORING TO BE COVERED WITH CARPET SHALL HAVE(1)LAYER OF 314"UNDCRLAYMCNT BOARD OR 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF EXISTING HVAC AS REQUIRED FOR NEW R301.4 DEAD LOAD."THE ACTUAL WEIGHTS OF MATERIAtS AND CONSTRUCTION SHALL BE USED FOR DETERMINiNG DEAD REMAIN THE OWNERS PROPERTY,DEMOLISHED MATERIALS SHALL BECOME THE CONTRACTOR'S PROPERTY AND JOINTS S. JOINT TREATMENT SHALL BE TOOLED[MORTAR J OTHER APPROVED EQUAI,OVER SUBFtOOR, CONSTRUCTION AND FOR DESIGN OF NEW SYSTEM,VERIFY DESIGN WITH OWNER AND ARCHITECT.PROVIDE ' LOAD WITH CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE EQUIPMENT." SHALL BE REMOVED FROM THE SITE WITH fURTHER DISPOSITION AT THE CONTRACTOR'S OPTION. SHEATHING THICKNESS ARCHITECT WITH MARKED UP DRAWING SHOWING LOCATIONS OF ALL PROPOSED REGISTERS AND DUCT RUNS, R301.5 LIVE LOAD.DESIGN IS TO ACCOMMODATE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS CALLED FOR IN TABLE 6. STUCCO SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO Of 1 PART CEMENT,1 PART LIME PUTTY SHEATHING fOR WITH FRAMING SUPPORT OF MINIMUM SHEATHING PANEL THICKNESS R301,5 2025 NYS RC,ANY INCREASE Ili LOADS DUE'TO CHANGE IN FUNCTION,CONSTRUCTION MATERIALS,ETC,SHALL 7, REMOVE[XISTING PLANT MATERIALS TO BE DISTURBED BY CONSTRUCTION AND EITHER DISPOSE OF OR TRANSPLANT AND 6 PARTS SAND.ALL STUCCO SHALL BE APPLIED TO CLEAN MOIST CONCRETE AIND MASONRY SURFACES. SUBFLOOR 16"O.C, 5/8" 3, HVAC SYSTEM MUST PROVIDE A MEANS FOR BALANCING AIR AND WATER SYSTEMS.CONTRACTOR TO BALANCE HAVE WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. AT OWNER'S DIRECTION. 24"D.C. 3/4" SYSTEM UPON COMPLETION Of PROJECT AND PROVIDE BALANCING REPORTS TO ARCHITECT. 1380 JACKSON LANDING TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LINE LOADS(IN POUNDS PER SQUARE FOOT) ROOf 16"B.C. 112" MATT NY 11952 LIVE LOAD 8. DURING DEMOLITION NOTIFY ARCHITECT OF ANY CONDITIONS THAT DIFFER FROM THOSE ASSUMED ON THESE WOOD AND CARPENTRY 24"O.C. 518" 4. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE SPACE WHERE ---------,--- us[ t Tr' DOCUMENTS. WAIL 24n 5/8" THE FURNACE IS LOCATED,CERTIFICATE SHALL COMPLY WITH IRC N1101.14. 03/2026 UNINHABITABLE ATTICS WITHOUT STORAGE 10 PP,^`-CT NIL. 3525020 UNINIIABIIABLE ATTICS W1111 LIMITED STORAGE 20 9. PROVIDE PHOTOGRAPHS OR VIDEOTAPE,SUFFICIENTLY DETAILED,OF EXISTING CONDITIONS OF ADJOINING 1. ALL FRAMING IS TO BE IN ACCORDANCE WITH b. FLOORS TO BE COVERED WITH OAK FLOORING,GRANITE(STDNE?)OR CERAMIC TILE SHALL HAVE 1 LAYER OF a. THE AMERICAN WOOD COUNCIUS WOOD FRAME CONSTRUCTION MANUAL FORONE-AND TWO-FAMILY 23/32 SUBFLOORiNG. 5. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING CONSTRUCTION AND SITE IMPROVER",ENTS THAT MIGHT BE MISCONSTRUED AS DAMAGE CAUSED BY SELECTIVE DWELLINGS AND THE SYSTEM IN ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS.THERMOSTATS SHOULD BE CAPABLE OE P.!,1"°•' I "T. HABITABLE ATTICS AND ATTICS SERVED WITH FIXHD STAIRS 30 DEMOLITION OPERATIONS. b, 2025 NEW YORK STATE RESIDENTIAL CODE 8, GYPSUM WALL COVERING SHALL BE INSTAI LED PER 2025 IRC R702 AND SHALT. AUTOMATICALLY ADJUSTING THE SPACE TEMPERATURE SIT POINT OF THE LARGEST ZONE, T SUBMIT FOR BUILDING PERMIT 02/2026 BALCONIES(EXTERIOR]AND DECKS 4D IF THERE ARE ANY QUESTIONS,CONCERNS,OR ISSUES REGARDING THE INTENIT,NOTES,FRAMING DIAGRAMS, a. BE INSTALLED OVER 2"NOMINALWOOD FRAMING OR 1X2 FURRING STRIPS @ 24 INCHES O.C,MAXIMUM. 2 RE-SUBMIT FOR BUILDING PERMIT 03/2026 FIRE ESCAPES 40 10. DISPOSAL:PROMPTLY DISPOSE OF DEMOLISHED MATERIALS,00 NOT ALLOW DfMOIISHFD MATERIALS TO OR DRAWINGS,CONTACT ARCHITECT FOR CIARIFIGATION PRIOR TO CONSTRU)CTION. b. Of PREWNTF.O FROM EXPOSURE TO WEATHER 6. EACH THERMOSTAT SHOULD BE AT 60"A.F.F.TO CENTER, ACCUMULATE04d SITE. k . GUARDS AND HANDRAILS 200 c. 81 ATTACHED TO WOOD FRAME MIN TYPE S OR W SCREWS PENETRATING WOOD 5/8"MLNIMUM,12O.C. 7. PERFORMANCE REQUIREMENTS 5 GUARD IN FILL COMPONENTS 50 11. DO NOT BURN DEMOLISHED hPAT£RiALS, 2. STRUCTURE IS DESIGNED FOR THE MINIMUM LIVE LOADS REQUIRED BYTHE 2025 INTERNATIONAL RESIDENTIAL MINIMUM FOR CEILING AND 16"O.C,MINIMUM FOR WALLS.NAILING TO FRAME TO BE 7"D.C.AT CEILING AND CODE,ANY INCREASE iN LOADS DUE TO CHANCE iN FUNCTION,CONSTRUCTION MATTRIALS,ETC.SHALL HAVE 8"O.C,AT WALLS. F PASSENGER VLHICLE GARAGES 50 WRITTEN APPROVAL FROM THE ARCHITECT OR STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. a. HEATING ERODE:SYSTEM MUST BE CAPABLE OF MAINTAINING 72°F WHEN OUTSIDE AIR IS-5°F.(NOTE 12. TRANSPORT DEMOLISHED MATERIALS OFF OWNERS PROPERTY AND I EGALLY DISPOSE OF THEM. )MINIMUM PER 2025 IRC R303.10:TO MAINTAIN 68PF AT 36'ABOVE FLOOR AND 24'FROM EXTERIOR WALL) ROOMS OTHER THAN SLEEPING ROOMS 40 b. COOLING(MODE:SYSTEM MUST BE CAPABLE OF MAINTAINING 75'WHEN OUTSIDE AIR IS 100°f. _-� - SLEEPING RODIRS 30 13, SWICP THE BUILDING BROOM CLEAN ON COMPLETION OF SELECTIVE DEMOLITION OPERATION. 3. THE BASIC STABILITY Of THE STRUCTURE IS DEPENDENT UPON THE DIAPHRAGM ACITION OF FLOORS,WALLS AND SYSTEMS GENERAL KDTLS, ROOF ACTING TOGETHER.PROVIDE ALL GUYS.BRACES,STRUTS,ETC.REQUIRED TO(ACCOMMODATE ALL LIVE,DEAD 8, BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. 1.THE CONTRACTOR SHALL VERIFY ALL STAIRS 40 AND WIND LOADS UNTIL FINAL CONNECTIONS BETWEEN THESE ELEMENTS ARE MADT. 1. ALL CONSTRUCTION SHALL CONFORV TO THE 2025 NYS RC INTERNATIONAL.CODES[INCLUDING THE 2024 14. IDENTIFY AND ACCURATELY LOCATE GAPPED UTILITIES AND OTHER SUBSURFACE STRUCTURAL ELECTRICAL OR INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE(tEGC))AND ANY MORE STRINGENT THIRTY EXISTING AND PROPOSED CONDITIONS ON NOTE REFER TO 2025 NYS RC FOR ADDITIONAL NOTIES ON THIS TABLE. MECHANICAL CONDITIONS, 9, EQUIPMENT SIZING:PER ACCA MANUAL S,BASED ON LOADS CALCULATED PER ACCA MANUAL J AS PROVIDED BY THE CONSTRUCTION DOCUMENTS WITH 4. CONSULT FRAMING DIAGRAMS AND/OR DRAWINGS FOR FRAMING OIRFGRONS,SPACING,AND SIZES.IN NO CASE [fFiCIENCY PROGRAMS OR REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. THIRD PARTY HERS RATER. THOSE AT THE SITE.ANY DISCREPANCIES TABLE R301J ALLOWABLE DEFLECTION Of STRUCTURAL MEMBERS 15, RECULATORY REQUIREMENTS:COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE STARTING SHALL FLOOR AND ROOF FRAMING MEMBERS EXCEED 24"ON CENTER SPACING, STRUCTURAL MEfRBER ALLOWABLE DEFLECTION 2. ADDITIONS.ALTERATIONS OR RENOVATIONS SHALL COMPLY WITH 2O24 IEGC UNALTERED PORTIONS OF THE EXISTING MUST BE BROUGHTTO THE ATTENTION OF SELECTIVE DEMOLITION.COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAYING 5 PER 2025 NYS RC SECTION R311, BUILDING ARE NOT REQUIRED TO COMPLY WITH THIS CODE. 10. DUCT INSULATION:SUPPLY AND RETURN DUCTS IN UNCONDITIONED ATTICS OR OUTSIDE SHALL BE INSULATED TO A THE ARCHITECT PRIOR TO COMMENCING RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH FINISHED CEILING L1180 JURISDICTION. MINIMUM OF R 8 Ca DUCTS 3"OR GREATER IN DIAiMETER,AND R-6 @ DUCTS LESS THAN 3"iN OIAPICTER, CONSTRUCTION.THE CONTRACTOR SHALL NOT ATTACHED TO RAFTERS a. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS SHALL BE 3. ALL HVAC,ELECTRICAL&PLUMBING SYSTEMS SHALL MEET THE 2025 IRC CHAPTER 11(ENERGY EFFICIENCY), BE RESPONSIBLE FOR DISCREPANCIES 16. DRAIN,PURGE,OR OTHERWISE REMOVE,COLLECT,AND DISPOSE OF CHEMICALS,GASES,EXPLOSIVES,ACIDS, 11, DUCT SEALING:DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED, INTERIOR WALLS AND PARTITIONS H1180 PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1.ALL SILLS AND SLEEPERS ON SLAB TO BE INTERNATIONAL MECHANICAL CODE,AND THE INTERNATIONAL ENERGY CONSERVATION COOS, NOT REPORTED TO THE ARCHITECT ONCE " FLAIL MABLES,OR OTHER DANGEROUS MATERIALS BEFORE PROCEEDING WITH SELECTIVE DEMOLITION OPERATIONS. PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA UT UNLESS SEPARATED!FROM SUCH SLAB BY AN f LOOMS L/3ti0 PERFORM NECESSARY ASBESTOS REMOVAL PER CODE. 12. Alt DUCT JOINTS,SEAMS,AND CONNECTIONS MUST BE SfCURELV FASTENED WITH WROS,GASKETS,IRASTICS WORK HAS COMMENCED,EXCEPT FOR IMPERVIOUS MOISTURE BARRIER, 4. ALL SYSTEMS ARE TO BE DESIGNED,SPECIFIED.AND INSTAL LED BY THE CONTRACTOR.CONTRACTOR SHALL VERIFY HIDDEN CONDITIONS WHERE APPLICABLE. CEILINGS WITH BRITTLE FINISHES(INCLUDING PlA1STER AND STUCCO) L/360 DESIGN WITH OWNER AND ARCHITECT.PROVIDE ARCHITECT WITH MARKED UP DRAWING SHOWING LOCATIONS Of (ADHESIVES).MASTIC PLUS CMBLDDED-FABRIC,OR TAPES.DUCT TAPE IS NOT PERMITTED.€XCCP110N: -� CEILINGS WITH FLEXIBLE FINISHES(INCLUDING GY(PSUP'BOARD) L/240 17. PERFORM SURVEYS AS THE WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM SELECTIVE DEMOLITION b. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF ALL PROPOSED REGISTERS ANO DUCT RUNS. CONTINUOUSLY WELDED AND AIL BE SUPPORTED LONGITUDINAL JOINTS AND SEAMS ON DUCTS OPERATING A LESS THAN ACTIVITIES. 2 IN,W.G.(500 PAT.DUCTS SHALL$E SUPPORTED EVERY 10 FEET OR IN ACCORDANCE WITH THE MANUFACTURER'S 2.PROVIDE WOOD BLOCKING IN WALL ALL OTHER STRUCTURAL MEMBERS L/240 LESS THAN INCH ON TOPS,SIDES,AND ENDS,SHALL BE PRESERVATIVE-TRIEATED IN ACCORDANCE WITH AW1PA U1, 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF EXISTING HVAC AS REQUIRED FOR NEW INSTRUCTIONS.COOLING DUCTS WITH EXTERIOR INSULATION MUST BE COVERED WITH A VAPOR RETARDER. FRAMING FOR ALL ACCESSORIES EXTERIOR WALLS--WIND LOADS WITH PLASTER OIR STUCCO FINISH H/360 % MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTCTTHFM AGAINST DAMAGE DURING CONSTRUCTION AND FOR DESIGN OF NEW SYSTEM. INCLUDING BUT NOT LIMITED TO:TOWEL EXTERIOR WALLS-WIND LOADS WITH OTHER BRIiTILF fINISHFS H/240 SELECTIVE DEMOLITION OPERATIONS. c, FASTENERS FOR PRESERVATIVE-TREATED WOOD ARE TO BE HOT-DIPPED,ZINC»COATED GALVAN1710 STEEL, 113. ALL JOINTS IN THE AIR DISTRIBUTION SYSTEM SHALL BE SEALED WITH DUCT MASTIC AND FIBERGLASS MESH OR AN i BARS,TOILET PAPER HOLDERS,SHELVING STAINLESS STEEL SILICON BRONZE OR COPPER,iN ACCORDANCE WiTH THE CIONNECTOR MANUFACTURER'S 6. IT SHALL BE THE RESPONSIBILITY OF THE CENTRAL CONTRACTOR TO SUBMIT IN DETAIL IHE DESIGN.CALCULATIONS, ADVANCED EN[RGY-APPROVED EQUIVALENT. ATTACHMENT,ROBE HOOKS,GRAB BARS, EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE.FINISHES H/120 19. UTILITY REQUIREMENTS:LOCATE,IDENTIFY,SHUT OFF,DISCONNECT,AND SEAL OR CAP OFF INDICATED UTILITY RECOMMENDATIONS,OR1/2"OR GREATER STEEL BOLTS. DRAWINGS,WRITTEN STATEMENTS OF THE MECHANICAL,AIR CONDITIONING,VENTILATION,HEATING SYSTEMS(NEW, ETC. SERVICES SERVING BUILDING TO BE SELECTIVELY DEMOLISHED AS REQUIRED. 14. TOTAL DUCT LEAKAGE MEASURED IN CUBIC FEET PCR MINUTE AT 25 PA SHALL BE LESS THAN 3%Of THE LINTELS SUPPORTING MASONRY VENEER WALLS U600 EXISTING OR UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER DR JURISDICTION. CONDITIONED FLOOR AREA.(IT,IF THE HOUSE HAS 1000 FF FOF CONDITIONED SPACE,THERE SHALL BE NO MORE L-SPAN LENGTH,H SPAN HEIGHT 6. PROVIDE TERMITE SHIELD AND CLOSED CELL FOAM SILL SEAL AT SILL PLATE,INSTALL ACCORDING TO 3.NO WORK TO COMMENCE UNTIL A 20, PROVIDE TEMPORARY WEATHER PROTECTION,DURING INTERVAL BETWEEN DEMOLITION AND REMOVAL OF EXISTING THAN 30 CfM Of DUCT LEAKAGE WHEN TESTED).TESTED AIRFLOW MUST BE WITHIN+/.10%OF THE DESIGNED NOTE:REFER TO 2025 NYS RC FOR ADDITIONAL NOTiES ON THIS TABLE. CONSTRUCTION,ON EXTERIOR SURFACES AND NEW CONSTRUCTION TO ENSURE THAT NO WATER LEAKAGE OR MANUFACTURERS RECOMMENDATIONS,SILL PLATES SHALT HAVE FULL BEARING ONI THE FOUNDATION SYSTEM, 7. PROVIDE CUT SHEET FOR Atl REGISTER COVERS,THERMOSTAT CONTROLS,AND GRILLES FOR ARCHITECT REVIEW, AIRFLOW. BUILDING PERMIT IS ISSUES. DAMAGE OCCURS TO STRUCTURE OR INTERIOR AREAS. INDICATE SIZE.FINISH,AND PROPOSED LOCATION. 7. PROVIDE HOLD DOWNS AT BOTTOM CORNERS OF SHEAR WALLS AS INDICATED ON PLANS.PROVIDE CONTINUOUS 4.THESE PLANS COMPLY WITH THE 2025 THE BASIC STABIL ITY OF THE STRUCTURE IS DEPENMFNT UPON THE DIAPHRAGM ACTION OF FLOORS,WAILS AND ROOF 15. DUCT TESTING:DUCTS SHALL BE PRESSURE TESTED TO DETERMMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY.ACTING TOGETHER.PROVIDE All GUYS,BRACES,STTRUTS,ETC,REQUIRED TO ACCOMMODATE ALL LIVE,DEAD,AND WIND 21. ERECT AND MAINTAINNTAIN OUST PROOF PARTITIONS AND TEMPORARY ENCIDSURFS TO LIMIT DUST AND DIRT MIGRATION LOAD PATH FROM f1gLODOWN TO FOUNDATION. 8. PROTECT DUCT OPENINGS DURING CONSTRUCTION UNTIL PROTECT COMPLETION.PREVENT DUST AND NYS ENERGY CODE. LOADS UNTIL FINAL CONNECTIONS BETWEEN THESE[ELEMENTS ARE MADE. AND TO SEPARATE AREAS FROM FUMES AND HOIST. CONSTRUCTION DEBRIS FROM ACCUP,IULATING IN DUCTS DURING CONSTRUCTION. 16, MECHANICAL SYSTEM INSULATION:PIPING CARRYING FLUIDS>1D5°F DR,t 55°F DEGREES SIIALL BE INSULATED 8. PROVIDE REQUIRED STRAPPING TO RESIST UPLIFT AS INDICATED ON PLANS AND IN STRUCTURAL NOTES. WITH R 3 MINIMUM. GENERAL NOTES TO CONTRACTOR 22, PROVIDE AND MAINTAININTERIOR AND EXTERIOR SHORiNG,BRACING,OR STRUCTURAL SUPPORT TO PRESERVE THERMAL ENVELOPE 9, PROVIDE ALL FLUSH FRAMED JOISTS,HEADERS.RAFI[R&AND RIDGE BEAMS WITH iPREFABRICATED GALVANIZED STABILITY AND PREVENT MOVEMENT,SETTLEMENT,OR COLLAPSE OF BUILDING TO BE SELECTIVELY DEMOLISHED. METAL CONNECTORS AT EACH SIDE Of MEMBER. I 1, CO',IPDNENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH Till CRITERIA 17. HEAT PUMPS AND AIR CONDiTIONERS,IF USED,MUST BE SIZED ACCORDING TO ACCA MANUAL J AND BE INSTALLED 1. IF THE ARCHITECT IS NOT EMPLOYED BY OWNER TO PROVIDE REGULAR CONSTRUCTION PHASE SERVICE, WITHIN A HALF ION OF THAT SIZE. INTERPRETATION OF THE CONTRACT DOCUMENTS SHALL BE BY THE OWNER.IN THE ABSENCE OF THE ARCHITECT,ALL 23. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. LISTED IN TABLE R 4,1.1.SEE WALL SCHEDULE FOR INSULATION VALUES AND TYPES,WHERE REQUIRED BY CODE QUESTIONS SHALL BE DIRECTED TO THE OWNtTR, 10. PER R502,6(2025 NYS RC),"THE ENDS pf EACH JOIST,BEAM OR GIRDER SHALL HAIVC Not LESS THAN 11/2 INCHES OFFICIAL,AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY GOPMPLLANCC. 18. HEAT PUMPS AND AIR CONDITIONERS TRUST HAVE A SEER RATING OF Al LEAST 14 AND A HEATING SEASON OF BEARING ON WOOD OR h'IETAL AND NOT LESS THAN 3 INCHES ON MASONRY OR CONCRETE...THE BEARING ON 24. PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES CAUSED TO ADJACENT CONSTRUCTION BY PERFORMANCE FACTOR OF AT LEAST 8.2. 2. PRIOR TO SUBPM'ITTING A PRICE PROPOSAL FOPR THIS WORK CONTRACTOR SHALL EXAMINE THE CONTRACT SELECTIVE DEMOLITION OPERATIONS. MASONRY OR CONCRETE SHALL BF DIRECT;OR A SiI I PLAIT:OF 2-INCH-MINIMUM NdDidiNAl THICKNESS SHALL BE 2. All EXTERIORVtAtl./FLOORICEILING JOISTS SHALL BE AIR SEAL FD AND INSULATED iN ACCORDANCE WiTH TABLE PROViO[O UNDER THE JOIST,BEAM OR GIRDER.THE SILL PLATE SHALL PROVIDE A MINIMUM NOMINAL BEARING AREA N1102.4,11.APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING DOCUMENTS AND BECOME ACQUAINTED WiTHI ALL GOVERNING CODES.ORDINANCES AND CONDITIONS OF THE WORK. 11 HEATING EQUIPMENT SHALL BE GAS OR OIL FiRED HIG4-FFFICiFNCY APPROVED BY THE ARCHITECT. NO EXTRAS OR CHANGE ORDERS WILL BE ALL(OWEO DUE TO FAILURE TO UNDERSTAND THE CONDITIONS INVOLVED. 25, RESTORE EXPOSED FINISHES Of PATCHED AREAS AND EXTEND FINISH RESTORATION INTO ADJOINING CONSTRUCTION OF 48 SQUARE INCHES".`JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING!SUPPORT SHALL LAP NOT LESS INTERIOR GYPSUM WALLBOARD. THAN 31NCHESAND SHALL BE NAILED TOGETHER WITH A MINIMUM THREE 100 FACE NAILS." 3, TESTING:BUILDING OR DWELLING UNiT SHALL BE TESTED AND VERIFIED HAVING LESS THAN DR EQUAL TO 3 ACH50 TO REMAIN IN A MANNER THAT ELIMINATES EVIDENCE OF PATCHING AND REFINISHING. 20. DOMESTIC HOT WATER STORAGE,IF APPLICABLE,SHALL BE INDEPENDENT STORAGE FOR HOT WATER HEATED BY THE 3. PRIOR TO THE START OF CONSTRUCTION,CONITRACTOR SHALL VERIFY ALL EXISTING UTILITIES,EXISTING MAIN BOILER,I.E.SUPER-STOR,OR APPROVED EQUAL. CONDITIONS,AND EXISTING DIMENSIONS.GOP"iTRACTDR SNAIL NOTIFY ARCHITECT OF ANY CONDITIONS DIFFERING il, PER R5O2.7.1(2025 NYS RC)PROVIDE BRIDGING FOR WOOD 101S1S EXCEEDING SITE OF NOMINAL 2 INCHES X 1Z IN CZ 4A.5.6A.TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. fROiM1 THOSE INDICATED ON DRAWINGS, FOUNDATION INCHES(ROOF AND FLOOR)AT INTERVALS NOT EXCEEDING 8'-O".BRIDGING SHALL BE CROSS BRACES OF NOMINAL21. Alt ELECTRICAL WIRING SHALL BE INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR. iX3 LUMBER OR SOLID 2X LUMBER.BRIDGING SHALL BE SECURED IN ACCORDANCE WITH THE FASTENING SCHEDULE 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE 4. CONTRACTOR SHALL REPORT ANY DISCRE'PAHICIES IN PLANS AND DETAILS TO THE OWNER OR ARCHITECT AT ONCE, 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 POUNDS PER SQUARE INCH. ON THE DRAWINGS.VERIFY TRUSS JOIST MANUFACTURER'S SPECIFICATIONS FOR SPECIFIC REQUIREMENTS, INSULATION ON THE SURROUNDING SURFACES. 22. REMOVE ANY EXISTING EQUIPMENT RESPONSIBLY DEMOLITION OR EXCAVATION MAY REVEAL CONDITIONS OTHER THAN THOSE ASSUMED ON THE CONSTRUCTION 12. PROVIDE SOLID FLOOR DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN S. FIBERGLASS BATT INSULATION SNAIL BE MANUFACTURED BY OWENS CORNING.JOHNS MANVIRE OR APPROVED DOCUMENTS,IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO NOTIFY THE ARCHITECT OR OWNER IMMEDIATELY If 2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL.CONTACT ARCHITECT IF OTHER CONDITIONS ARE PRESENT, THE FIRST TWO BAYS Of fRAPMIING,SPACED A MAXIMUM Of 4'-0"ON CENTER. fOUAL THERMAL AND ACOUSTICAL INSULATION IS TO BE fORMALOFHYDE FREE. VENTILATION THIS OCCURS-NO CHANCES OR SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY THE ARCHITECT. 3. FOOTINGS ARE TO BE[MINIMUM 36'BELOW GRADE U.Q.M..SEE DRAWINGS FOR FOOTING SIZE AND REINFORCING , 1. EACH BATHROOM MUST HAVE AN EXHAUST FAN THAT EXHAUSTS A MINIMUM OF 50 CUBIC FEET PER MINUTE(C[M) 5, 00 NOT SCALE DRAWINGS,WRITTEN OIMENSI(ONS SHALL TAKE PRECEDENCE OVER SCALE. DETAILS.CONTRACTOR SHALL VERIFY DEPTH OF ALL EXISTING FOOTINGS DISTURBED BY CONSTRUCTION, 13. PROVIDE AIL STUD L BEARING WALLS AND I CONTENTION TOP PLATES AND 1 BEARING WALLS. BOTTOM PLATE.TOP 6. RIGID INSULATION SHALL BE RATED FOR GROUND CONTACT, DIRECTLY TO THE OUTSIDE.THIS IS THE MEASURED FLOW AS INSTALLED,NOT TILE RATED FLOW. PLATES SHALL OVERLAP AT CORNERS AND INTERSECTIONS WITH OTHER LOAD BEARING WALLS. 6. CONTRACTOR SHALL VERIFY LOCATION Of UTILITIES AND EXISTING CONDITIONS,NOTIFY ARCHITECT OF EXISTING 4. PROVIDE 518"ANCHOR BOLTS EMBEDDED A MINIMUM OF T IN POURED CONCRETE OR A MINiMUM OF I5"IN T SPRAY FOAM INSULATION(ICYNFNE)INSTALLED BY AN ICYNFNE INC.CERTIFIED CONTRACTORANSTALLER.CONFORM 2. 14 PROVIDE A MINIMUM OF(3)STUDS AT EXTERIOR WALL CORNERS. ' TO ALL MANUFACTURE"SPECIFICATIONS FOR INSTALLATION Of SPRAY FOAM PRODUCTS. THERE MUST BE A MECHANICAL FRESH AIR VENTILATION SYSTEM THAT BRiNGS THE FOLLOWING AMOUNT OF FRESH CONDITIONS DIFFERING FROM THOSE INOICAT'ED ON DRAWINGS. MASONRY BLOCK.SPACING FOR ON[-STORY STRUCTURES SHALL BE 72"ON CENTER(O,C,),SPACING FOR TW .O-STORY AIR INTO THE HOME WHEN INSTALLED: (7.5 CFM)(NUtMBFR OF BEDROOMS+1)+(.01 CFMHSQUARE FEET Of STRICTURES VAL L BE 36"O,C.PROVIDE ANCHOR BOLTS WITHIN 12"OF CORNERS AND BOARD ENDS,COORDINATE 15. CUTTING,DRILLING,AND NOTCHING OF STRUCTURAL FLOOR MEMBERS iS TO COMPILY WIT LIMITATIONS OF 2025 COMBUSTION SAFETY AND FIRE RESISTANCE CONDITIONED SPACO 7. ALL INSTAL IATiONS BY CONTRACTOR,UNLESS;OTHERWISE NOTED(U.O,N,).CONTRACTOR SHALL COORDINATE THE WITH FRAMING, NYS RC R502.8.fOR ENGINEERED WOOD PRODUCTS,FOLLOW MANUFACTURER'S SPECIFICATIONS. WORK OF ALL TRADES. 3. PER 2025 IRC R303.1 HABITABLE ROOMS,"NATURAL VENTR ATiON SHALL BE THROUGH WINDOWS,SKYLIGHTS, 1. ANY GAS APPLIANCF,OTHER THAN OVENS,I.00ATFD INSIDE THE CONDITIONED SPACE MUST BE DiRECT VFNT OR S. KEY ALL FOUNDATION WALLS TO FOOTINGS. 1, DRILLING AND NOTCHING OF STUDS SHAI[BE IN ACCORDANCE WITH 2O25 NYS RC;RG02.6.NOTCHES 1N EITHER POV£'ERED VENTED. DOORS,LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR.SUCH OPENINGS SHALL BE PROVIDED ----_._______._.__..-_ --..__ . ..-. 8. NO CHANGES OR SUBSTITUTIONS MAY BE MADTE UNLESS APPROVED BY THE ARCHITECT, WiTH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROL LABLE BY THE BUILDING OCCUPANTS,TN[ EDGE OF STUDS SNAIL NOT BE LOCATED IN THE MIDDLE ONE THIRD OF THE STUD LENGTH.NOTCHES IN THE OUTER 6, DO NOT BACKFILL FOUNDATION UNTIL FLOOR DIAPHRAGM HAS BEEN FULLY INSTALLED. OPENABL£AREA TO TTI£OUTDOORS SHALT N01 BE LESS THAN 4 PERCENT OF THE FLOOR AREA BEING VENTILATED-' THIRDS OF THE STUD LENGTH SHALL NOT EXCEED 25°!e Df THE STUD DEPTH.$OREDf HOLES SHALL NOT EXCEED 40% 2. iN ACCORDANCE YdITH 2O25 NYS RC SECTION R314,INTERCONNECTED SMOKE ALARMS SHAI[BE INSTALLED IN EACH SITEWORI(NOTES UNLESS"A WHOLE•HOUSI MECHANICAL VENTILATION SYSTEM IS INSTALLED iN ACCORDANCE WITH SECTION M1507." lilt) ARC" ` 1 PROTECT ANY DAMPPROOFING AND INSULATION DURING BACKFiLL OPERATIONS. NOTCHESOr THE TAND HOLES SHALL NOT 0 CUR IN THE SAME CROSS S CTIOP DINH AND THE EDGE Of IIIII HOLE SHALL NOT BE R THAN 5/8 t0 THE EDGE OF THE STUD. DWELLINGIN EACHSLEEPING ROOM 11 �� p�,L.IAO //1 1. SITE PLAN INFORMATION,INCLUDING ANY TOP'OGRAPHlG ELEVATIONS,WAS TAKEN fROh,R SURVEY OF THE PROPERTY 4. THE FRESH AIR VENTILATION SYSTEM MUST INCLUDE A DAMPER AND FILTERS AS REQUIRED.FILTERS MUST BE r, ' 1 „ b. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY Of THE BEDROOMS. ,' 'P,A C) SEE DRAWINGS FOR SURVEY DATE AND PREPAMER INFORMATION 8. PER 2025 NYS RC SECTION R405:BRAINS SHALL BE PROVIDED AROUND"CONCRETE OR MASONRY FOUNDATIONS ACCESSIBLE FROM THE CONDITIONED SPACE. 17. CUTTING,DRILLING,AND NOTCHING OF STRUCTURAL ROOF MEMBERS SHALL COMPLY WITH THE LIMITATIONS Of c. ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING BASEMENTS AND HABITABLE ATTICS. y, ..A THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW GRADC"UNLESS"WINE k � 1 2025 NYS RC R802.7. d. NOT LESS THAN 3 FEET HORIZONTALLY fR014 THE DOOR OF A BATHROOM THAT CONTAINS A BATHTUB OR 2. PROTECT fROIR CONSTRUCTION DAMAGE ALL I EXISTING TREES,VEGETATION.LANDSCAPING,AND SITE IMPROVEMENTS FOUNDATION IS INSTALLED ON WELL-DRAINED GROUND OR SAND-GRAVEL MIXTURE SOILS ACCORDING TO THE 5. FRESH AIR INTAKES MUST BE INSTALLED AT LEAST 18"ABOVE FINISHED GRADE OR 12"ABOVE Ili[ROOf DICK.THEY r .5. ? NOT SCHEDULED FOR CLEARING. UNIFIED SOiL CLASSIFICATION SYSTEM,GROUP 1 SOILS,AS DETAILED IN TAB[F R405.1," SHDVJCR" MUST ALSO BE AT IFAST 10 FROM PLUMBING VENTS,CHIMNEYS,COMBUSTiON APPLIANCE VENTS,DRYFR VENT 'I, `---� "{�� . ; 18, HEADERS SHALL BE IN ACCORDANCE WITH 2O25 NYS RC 602.7. TERMINATIONS,AND EXHAUST FAN TERMINATIONS. ;,,1 3. IN ACCORDANCE WITH 2O25 NYS RC SECTION R315.ONE HARD-WIRED CARBON MONOXIDE(CO)DETECTOR SHALL BE f C)0 71 A 3, REPROVE EXISTING PLANT MATERIALS TO BE pi1STURBED BY CONSTRUCTION AND EITHER DISPOSE OF DR TRANSPLANT 9. 2025 NYS RC SECTION R406 FOUNDATION WATERPROOFING AND DAPMPPROOFING:FOUNDATION WALLS SHALL BE � J' � AT 01WNER'S DIRECTION, DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE,MASONRY WALLS SHALL HAVE NOT LESS 19. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS. INSTALLED PER 1000 FEET Of LIVING SPACE(MINIMUM ONE PER FLOOR)iN ALL HOUSES WITH ANY COMBUSTION 6. SOLID OFFAL.FLFXIRI F.METAL.OR tINFO,INSULATFD Ft[XIBI F DUCT MAY BE USED,Al L VENTILATION DUCTS IN APPLIANCE OR ATTACHED GARAGE.THE REQUIRED CO DETECTOR SHALL BE INSTALLED IN THE iM14FOiATE VICINITY Of OF 4, PROVIDE EROSION CONTROL DEVICES IF R[QUJIRED. DAMPPROOfED IN THAN 3/8"PORTA ACCORDANCE WITH ONE OF THE FOLLOWING:CEMENT PARTING APPLIED TO TLLE EXTERIOR OF THC WALL.TfTE PARTING SHAI[BE 20, ALL STUDS,JOIST,AND RAFTERS SHALL HAVE FULL BEARING AT PLATES.BEARING SHALL NOT BE LESS THAN 3112". BEDROOMS)ON THE LOWEST FLOOR LEVEL OF THE DWELLING UNIT CONTAINING BEDRDOM(S). UNCOLdD1TI0hED SPACES IMtU5T BE INSUtATID. 1 BITUMINOUS COATING 7. PROVIDE CUT SHEET FOR ALL REGISTER COVERS,THERMOSTAT CONTROLS,AND GRILLES FOR ARCHITECT REVIEW, 5. STRIP AND STOCKPILE ALL TOPSOIL IN AFfECTiEO AREAS FOR REUSE. 2. THREE POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT 21. PROVIDE SOLID ROOF DIAPHRAGMS BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE 4. IN ACCORDANCE WITH 2O25 NYS RC SECTION R315,WHERE ALTERATIONS,REPAIRS,OR ADDITIONS REQUIRING A FIRST TWO BAYS Of FRAMING,SPACED A MAXIMUMOf 4'-O"D.C. PERMIT OCCUR,OR WHERE ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS,THE INDICATE,SIZE,FINISH,AND PROPOSED LOCATION. C E� L 3. ONE-EIGHTH-INCH COAT OF SURFACE-BONDING CEPAENT COMPLYING WITH ASTM C 881. INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WITH CARBON MONOXIDE ALARMS LOCATED AS REQUIRED FOR 6. FOOTINGS SHAI L BEAR ON UNDISTURBED INORGANIC SAND,GRAVEL CLASS GW,GR SOIL WITH A MINIMUM BEARING 10. ALL SILLS AND PLATES ON EXTERIOR FOUNDATION WALL ARE TO BE PRESSURE PRESERVATIVE TREATED. 22. FOR RENOVATIONS.EXPOSE EXISTING FRAMING(iF ANY)AND NOTIFY ARCHITECT PRIIOR TO INSTALLATION Of HEY,! HEY~DWELLINGS, 8. DUCTS,PLENUMS,AND FITTINGS SHOULD BE CONSTRUCTED OF GALVANIZED METAL,DUCT BOARD,OR FLEXIBLE DUCT. �4 CAPACITY OF 3000 POUNDS PER SQUARE FO01T MEETING THE R£QUIRRIENTS OF SEISMIC DESIGN CATEGORY B OR BUILDING CAVITIES MAY NOT BE USED AS A DUCT OR PLENUM WITHOUT A SEALED DUCT BOARD OR METAL LINER. NOTES ES BETTER PER 2025 NYS RC.FOOTINGS MAY ALSO BEAR ON ROCK OF APPROVED COMPACTED FILL PLACE IN 8" 11 CRAWL SPACES,OR ANY UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND Tilt EARTH UNDER FRAMING TO CLARIFY AND CONFIRM DESIGN INTENT AND CALL OUT ANY EXISTING STRUCTURAL STRESS OR SIMILAR MINiMUM LIFTS. ANY BUILDING(EXCEPT SPACE OCCUPIED BY A BASEMENT)SHALL BE VENTILATED AND PROVIDED WITH ACCESS IN MOISTURE DAhIAGE. 5. HORIZfIREB O T USING EE OR OIEA FIRE BARRIERS AT All CONGEALED DRAFT OPENINGS(VERTICAL AND 9. ACCA MANUAL DUCT DESIGN OR EQUIVALENT REQUIRED ACCORDANCE WITH 2O25 IRC R408.1 AND M13O5.1.4. w HORIZONTAL)BETWEEN STORKS AND TOP STORY OPEN TO ATTIC SPACE.ANY WOODBAITS OR BLANKETS TO BE 7, DESIGN IS BASED ON SOIL BEARING CAPACITY'OF 3000 PSE IF HOT ACHIEVED DURING EXCAVATION.NOTIFY 23. AIL FRAMING LUMBER TO BE HFM FIR#2 OR BETTER,UNI FSS NOTED OTHERWISE-NEW STUDS AND PI ATES TO BE SECURELY RETAINED IN PLACE TO CONFORM WITH 2O25 IRC R302,11. ELECTRICAL ARCHITECT PRIOR TO COMPLETIIG WORK.IN!AREAS LIKELY TO HAVE EXPANSIVE,COMPRESSIBLE,SHIFTING OR SPF STUD GRADE OR BETTER.JOISTS AND RAFTERS SHALL BE STRESS GRADED 6. PER 2025 NYS RC R302.12,IN COMBUSTIBLE CONSTRUCTION,DRAFTSTOPS OF'/2"GYPSUM BOARD OR 3/8"WDOD OTHER UNKNOWN SOiL CHARACTERISTICS,A;SOILS TEST BY AN APPROVED AGENCY SHALL BE PERFORMED TO CONCRETE 24, PROVIDE PRESSURE TREATED FRAMING LUMBER(ACQ)WHEN IN CONTACT WITH CONCRETE WALLS,SLABS,OR STRUCTURAL PANELS SHALL BF INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS iN THE CONCEALED SPACE 1. LAYOUT AND MARK ALL ELECTRICAL DEVICES(LIGHT FIXTURES.SWITCHES,RECEPTACLES,ETC)BEFORE SETTING ANY DETERMINE THE SOIL'S CHARACTERISTICS. MASONRY. OF A FLOOR-CEILING ASSEMBLY WHERE THE CEILING IS SUSPENDED UNDER THE FLOOR FRAMING OR FLOOR FRAMING ELECTRICAL BOXES OR RUNNING OF ANY WIRING. GENERAL CONTRACTOR TO SCHEDULE WALK THROUGH AND 1. ALL CONCRETE SLABS,FDOTING5,AND CAISSONS SHALL DEVELOP STRENGTH OF 3000 POUNDS PER SQUARE INCH IN REVIEW WITH OWNER,FOR OWNER'S APPROVAL,BEFORE PROCEEDING.WALK THROUGH TO INCLUDE LOCATING 8. BACKFTLLING OPERATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATION WALLS SHALL BE IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS, THE AREA OF THE CONCEAL ED SPACE 28 PAYS SPECIAL WIRING TNCLUDING,PHONE TACKS,DATA-GATE,TV HOOK-UPS,AND STEREO AND ALARM WIRING. SCa'.:"° AS NOTED ADEQUATELY BRACED PRIOR TO BACKFIRING, 25. ALL FASTENERS,STRAPS,AND HANGERS USED IN FRAMING SHALL BE HOT DIPPED GALVANIZED.VERIFY THAT SHALL NOT EXCEED 1,00 SQUARE FEET. _-_._-..._--_._..__.__._._-.-_.-_-- -__.._--. GALVANIZATION AND COATINGS FOR FASTENERS,STRAPS,AND HANGERS ARE SUITABLE FOR USE WITH 2. PROVIDE ALL POWER AND LIGHTING CIRCUITS AS REQUIRED BY CODE AND PROVIDE AN ACCURATE LABELED PANEL 2 ALL GONCRETF FORtRWORN SHALL B£TIED AND BRACED TO FORM TRUE LINES,SQUARE CORNERS AND PLUMB SURROUNDING MATERIALS.USE COMPATIBLE METALS WHEN APPLICABLE. 7, PER 2025 NYS RG R302.13,PROVIDE FLOOR ASSFMBI ITS WITH'/2"GYPSUP,I WALLBOARD AT UNDERSIDE. 9. DO NOT BACKfil1 FOUNDATION UNTIL ODOR[DIAPHRAGM HAS BEEN FULLY INSTALLED. WALLS. BOX(ES)AT COMPLETION OF PROJECT. `j ,a COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: N ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE A 0 , DRAWINGS SU B M ITTED FOR DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF R ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO UNTI LL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS L BUILDING PERMIT PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH MANNER SHALL APPLY WRITTEN CONSENT C THE ARCHITECT, PURPOSES OR BY ANY OTHER PARITIES THAN THOSE PROPERLY RECEIVED SECTION R105.2.2 OF THE 2025 NYS ECCC. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN � I WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM ............... SECOND FLOOR WOOD STUDS @ 16" O.C. In............... 3, CONTRACTOR TO BE RESPONSIBLE FOR ALL EILICTRICAL WORK,CONTRACTOR TO SUPPLY TEMPORARY DROP POLE 1 4 FOR CONSTRUCTION,IF NECESSARY. EXTERIOR MATERIALS AND FINISHES 4. G.F.I.CIRCUITS TO BE USED IN BATHROOMS AND KITCHEN AND OTHER LOCATIONS REQUIRED BY GOVERNING CODES OR AS INDICATED ON(tFCTRICAL PLAN. 1, EXTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH 2025 NYS RC SECTION R703, 5, PROVIDE LINE VOLTAGE SMOKE DETECTORS AIS REQUIRED BY CODE. 2. FOR INSTALLATION OF EXTERIOR PLASTER(STUCCO),CORROSION RESISTANT LATH IS TO BE ATTACHED WITH 11-GAUGE,11/2 INCH LONG,Y16 INCH HEAD NAILS OR 7/8 INCH LONG,16-GAUGE STAPLES AT 6 INCHES DC, 6. TYPICAL SWITCH IOCATION T-O"FROM OPENING WHEREVER POSSIBLE.TYPICAL SWITCH HEIGHTS AT 48'TO CENTER MAXIMUM.THREE COATS OF PLASTER ARE TO BE APPLIED OVER LATH OR 2 COATS OVER MASONRY WALL. SEE UNLESS NOTED OTHERWISE.COLOR:SELECTED BY ARCHITECT TYPE:LEVITON DESIGNER SERIES.VERIFY AREAS TO BE 2025YEAH IRC TABLE P702,10)AND(3)FOR THICKNESS AND MIX REQUIREMENTS. 4X8 CDX PLYWOOD TO BE CENTERED OVE GROUND FLOOR WOOD RIM BOARD TYPICAL STUDS @ 16"D.C. 3. EXTERIOR VINYL SIDING IS TO HAVE A MINIMUM THICKNESS OF 0.035 INCHES AND IS TO BE INSTALLED WITH LAP 7, TYPICAL DUPLEX POWER OUTLETS HEIGHTS AT 17A.F.F.TO CENTER UNLESS OTHERWISE NOTED ON THE DRAWINGS, JOINTS AND 0.120 INCH X 1112 INCH LONG NAILS OR 13/4 INCH LONG STAPLES EACH STUD. TYP. PLYWOOD SHEATHING 8. THERMOSTAT AND SPECIAL C014TROL DEVICES HEIGHTS AT 6010 CENTER, k MASONRY VENEERS 9, TELEPHONE-PROVIDE 4 PAIR WIRING TO EACH JACK LOCATION,HOME RUN TO PHONE PANEL.(LOCATION TO Of a. BRICK AND STONE HAVING AN INSTALLED WEIGHT OF LESS THAN 40 POUNDS PER SQUARE FOOT DETERMINED WITH OWNER)FOR CONNECTION TO TELEPHONE COMPANY SERVICE, SHALL BE PERMITTED TO BE SUPPORTED ON WOOD 10. THE ELECTRICAL DRAWINGS SHOW SPECIAL SWITCHING,POWER AND LIGHTING ONLY.MINIMUM ELECTRICAL S- EXTERIOR PAINT SHALL BE MANUFACTURED BY AMF SATECOAT,BEST PAINT INC-DURACRYL,COHALAN CO.KEIM PROVISIONS REQUIRED BY CODE AND REGULATION SHALL BE BY THE CONTRACTOR.VERIFY LOCATION Of SWITCHES SILICATE PAINT, AND RECEPTACLES WITH OWNER PRIOR To INSTALLATION.TELEPHONE.DATA,AND CABLE TV OUTLETS SHALL BE ADJUSTED AS DIRECTED BY OWNER,BUT MUIST COMPLY WITH ALL CODES. 6. EXTERIOR STAINS BY AMF SAFECDAT,ECO DISIGN/BOISHIELD PAINT CO,rUHR-ZVOC WATERBASE,OR NATURESTAIN SIMPSON STRONG-TIE co, CS-16 COILED STRAP 11, DECORATIVE LIGHTING FIXTURE SELECTIONS (NOT SHOWN ON LIGHTING SCHFDUt 0 SHALL OF BY OWNFR- (16)8D NAILS INSTALLATION SHALL BE BY CONTRACTOR.SEE ELECTRICAL DRAWINGS. 7. EXTERIOR CLEAR FINISHES SHALL 81 MANUFACTURED BY UNITED GILSONITE LABS-ZAR EXTERIOR POLYURETHANE, TIMBER UV WOOD FINISH. 12, LIGHTING:A MINIMUM Of 80%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICACY LAMPS, 13. PER 2075 NYS RC R303,"HABITABLE ROWAS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 EGRESS GENERAL SAFETY AND FALL PREVENTION PERCENT Of THE FLOOR AREA OF SUCH ROOPAS...'EXCEPT".-THE GLAZED AREAS NEED NOT BE INSTALLED IN ROONIS WHERE EXCEPTION 1 IS SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED THAT IS CAPABLE Of PRODUCING AN AVERAGE 1, R305 MINIMUM CEILING HEIGHTS PER 2025 NYS RG PRIVATE ILLUMINATION OF 6 f OUTCANDLES(65 LUX)(OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE 9, 7'-0'IN ALL HABITABLE ROOMS FLOOR LEVEL b. 6'-8*IN BASEMENT FRAMED OPENING STRAPPING PLUMBING c. 6'-4"IN BASEMENT UNDER BEAMS,GIRDERS,DUCTS OR OTHER OBSTRUCTIONS 2 RESIDENCE 1 R 308 GLAZING IN HAZARDOUS LOCATIONS AS DETERMINED BY 2025 IRC R308.4 SHALL COMPLY WITH THE 1, PROVIDE AND INSTALL ALL PLUMBING FIXTURES AND FITTINGS SHOWN ON THE PLUMBING SCHEDULE. REQUIREMENTS OF 2025 NYS RC R308.3. 2. HOT AND COLD WATER SUPPLY TO BE COPPER PIPING.INSULATE A[L COLD AND CIRCULATING DOMESTIC HOT WATER 3. R310 AT LEAST ONE EMERGENCY ESCAPE AND RESCUE OPENING IS REQUIRED PER 2025 IRC SECTION 310 IN SUPPLY PIPING WITH FOAM TYPE JACKET INSULATION. BASEMENTS,HABITABLE ATTICS,AND ALL SLEEPING ROOMS. 1380 JACKSON LANDING a. OPENING AREA SHALL COMPLY WITH MINIMUM REQUIREMENTS OF 2025 NYS RC R310.21: MATTITUCK NY 11952 3. PEX PIPING IS AN ACCEPTABLE ALTERNATE L THEY SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET,EXCEPT FOR OPENINGS CS-16 COIL STRAP AT GRADE FLOOR OR BELOW GRADE,WHICH SHALL HAVE A NET CLEAR OPENING Of NOT LESS THAN 5 03/2026 PROIECT�M, 3525020 4, WASTE LINES IN WAILS BETWEEN FLOORS,AND WITHIN CEILING AND FLOOR FRAMING SHALL BE CAST IRON OTHER SQUARE FEET. I. ; WASTE LINES MAY BE CAST IRON OR PVC.ALWAYS CONSIDER AND CONTROL WASTE PIPING NOISE. 0, THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES III. THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. nATF 5. VENT PIPING MAYBE PVC PAINT EXTERIOR ROOF VENT STACKS FLAT BLACK USE NEOPRENE FLASHING COLLARS. b. MAXIMUM SILL HEIGHT.44-Aff,(2025 NYS RC R310,22) I SUBMIT FOR BUILDING PERMIT 02/2026 c. WINDOW WELLS ALLOWING AN EMERGENCY ESCAPE AND RESCUE OPENING BELOW GRADE SHALL (2025 NYS WD FLR JOIST 2 RE-SUBMIT FOR BUILDING PERMIT 03/2026 SIMPSON STRONG-TIE 6. ALL SOLDER CONNECTIONS M BE MADE WITTH LEAD FREE SOLDER, PROVIDE AFFIDAVIT FROM PLUMBER CERTIFYING RG R3102.3) ACE4 0 ALL PORCH POSTS 3 LEAD FREE SOLDER HAS BEEN USED IN ACCORDANCE WITH ALL LOCAL REGULATIONS. 1. HAVE A HORIZONTAL AREA OF NOT LESS THAN 9 SQUARE FEET. 10461)NAILS 4 11. ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO 61 FULLY OPENED. ALLOWABLE LOAD 1,785# 5 k PROVIDE ALL REQUIRED ANGLE STOPS.ESCUTCHEON PLATES,RISERS,ETC.TO COMPLETE INSTALLATION OF OL IF MORE THAN 44 INCHES IN VERTICAL DEPTH,BE(QUIPPED WITH A PERMANWtY AFFIXED LADDER PLUMBING FIXTURES AND FITTINGS. CONTRACTOR TO COORDINATE WITH OWNIRIARCHITECT FOR FINISHES AND OR STEPS USABLE WITH THE WINDOW IN Till FULLY OPEN POSITION WITH DIMENSIONS PER 1/2" 7 1/2" INSTALLATION. SEE SCHEDULE FOR FIXTURE'TYPE AND LOCATION. R3102,31 CONC 91 FOUND OR OR 7 It BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING TO THE BUILDINGS FOUNDATION DRAINAGE GRADE____, f2 11"/2 VDTIS� 7. PLUMBER TO VERIFY SIZES AND CAPACITIES IOF ALL PIPING FOR INTENDED USE. SYSTEM OR BY AN APPROVED ALTERNATIVE METHOD. 1---� 4. R311 MEANS Of EGRESS SIMPSON STRONG-TIE 1.THE CONTRACTOR SHALL VERIFY ALL PROVIDE ALL REQUIRED TRAPS,CLFANOUTS, AND VENTS FOR INTENDED USE. VERIFY LOCATIONS AND CLEARANCES 311.3 LANDINGS ARE FIQUIRIO OUTSIDE OF EACH EXTERIOR DOOR.AND ARE TO HAVE A WIDTH NOT LESS EXISTING AND PROPOSED CONDITIONS ON CS16 COIL STRAP @ 16"D.C. <so... THOSE AT THE SITE.ANY DISCREPANCIES WITH CONTRACTOR TO INSURE COORDINATION OF EFFORTS WITH OTHER TRADES. THAN THAT Of THE DOOR SERVED AND A MINIMUM DIMENSION Of 36 INCHES IN THE DIMENSION OF TRAVEL WRAP AROUND SILL THE CONSTRUCTION DOCUMENTS WITH AND A SLOPE NOT EXCEEDING 114 VERTICAL UNITS PER 12 HORIZONTAL UNITS(114-PER FOOT}. 3"X 3"BP AT ALL ANCHOR BOLTS 9. PROVIDE SHUT-OFF VALVES FOR BOTH HOT AND COLD WATER SUPPLIES AT Alt FIXTURES AND FITTINGS. b. 311.6 HAtLW`AYS SHALL NOT 81 LESS THAN 3 FEET WIDE. 5/8"X 12"ANCHOR BOLTS AT 36-D.C. WFCM TABLE 3.2A 2001&12"OFF CORNERS SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE MUST BE BROUGHT TO THE ATTENTION OF C. 311.7'STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE ALLOWABLE TENSION LOAD 1,235# HD5A @ ALL PORCH POSTS LCB @ ALL PORCH POSTS WUB @ ALL GUARDRAIL POSTS 5/8" (2)3/8' 4" THE ARCHITECT PRIOR TO COMMENCING 10. PROVIDE LABELS FOR ALL PLUMBING VALV(Si EXCEPT UNDER-COUNTER SHUT OFF VALVES,HOSE BIBS AND OTHER PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM,HEIGHT.HANDRAILS SHALL NOT (2)3/4' X 3-BOLTS I DIM.X 12"ANCHOR 10 POSTNTO CONCRIETE ALLOWABLE LOAD 6,270# ALLOW X ABLE BOLTS INTO POST LOAD 1,440# CONSTRUCTION.THE CONTRACTOR SHALL OBVIOUS EXPOSED VALVES,EX,*MAIN WATER SUPPLY SHUT OFF* PROJECT MORE THAN 4112 INCHES ON EITHER SIDE OF THE STAIRWAY AND THE CLEAR WIDTH OF THE ALLOWABLE LOAD 3,705# BE RESPONSIBLE FOR DISCREPANCIES STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL BE NOT LESS NOT REPORTED TO THE ARCHITECT ONCE 11. PROVIDE DRAIN DOWN VALVES FOR ALL OUTIDOOR PLUMBING. THAN 311/2 INCHES WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 21 INCHES WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES.' SIMPSON SPH4 WORK HAS COMMENCED,EXCEPT FOR 12-IOD NAILS TO STUD HIDDEN CONDITIONS WHERE APPLICABLE. 12. PROVIDE AND COORDINATE WITH OWNER,THE LOCATION OF EXTERIOR HOSE BIBS(MIN OF 2)WHETHER SHOWN Ott d. 311.7.2"THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES MEASURED VERTICALLY UPLIFT 1,360# DRAWINGS OR NOT. FROM THE SLOPED LINE ADJOINING THE TREAD HOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLAT FORM ON THAT PORTION OF THE STAIRWAY,* BP TIE TO PROVIDE CONTINUOUS SUPPORT FROM STUD TO TOP'OF 2.PROVIDE WOOD BLOCKING IN WALL E. 31113 A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 147 INCHES BETWEEN FLOOR PLATE TO RAFTER. FRAMING FOR ALL ACCESSORIES APPLIANCES,EQUIPMENT,AND BUILT-INS LEVELS OR LANDINGS." INCLUDING BUT NOT LIMITED TO:TOWEL T. 311.7.5 RISERS SHALL BE NOT MORE THAN 73/4 INCHES,AND TREADS SHALL 61 NOT LESS THAN 10 INCHES. GO G BARS,TOILET PAPER HOLDERS,SHELVING 1. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS TO INSTALL EQUIPMENT SHOWN,NOTED AND SPECIFIED IN NOSINGS SHALL PROJECT NOT LESS THAN 3/4 INCH AND NOT MORE THAN 11/4 INCHES ON STAIRWAYS WITH 8"MIN ATTACHMENT,ROBE HOOKS,GRAB BARS, THESE DOCUMENTS. SOLID RISERS.MAXIMUM 318'TREAD AND RISER VARIANCE WITHIN STAIR RUN.MINIMUM TRIAD WIDTH 6" AT WINDERS. CONC ETC. FOUND 1�m g� R311.7.6'THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. 3.NO WORK TO COMMENCE UNTIL A 2. VERIFY THAT SELECTED APPLIANCES ARE"GRf ENSPEC'AND/OR ENERGY STAR RATED AND SHALL COMPLY WITH TIER IRWAY.THE WIDTH GRADE o 2 REQUIREMENTS(MIN-)OF THE CON SORTILIPM Of ENERGY EFFICIENCY(CFQ� PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN THE WIDTH OF THE FLIGHT SIMPSON STRONG-TIE BUILDING PERMIT IS ISSUES. SERVED.-WHERE THE STAIRWAY HAS A STRAIGHT RUN,THE DEPTH IN THE DIRECTION or TRAVEL SHALL BE SPH4 @ 16"O.C. 3. PFR NYS FIC P2801,6,WATER HEATERS NOT 11 NSTAL[EDON SLAB SHALL BE INSTALLED IN A GALVANIZED STEEL PAN NOT LESS THAN 36 INCHES. SIMPSON H4 SIMPSO?N H2.5 4.THESE PLANS COMPLY WITH THE 2025 HAVING A MINIMUM THICKNESS OF 24-GAUGE AND 1112*DEEP AND PROVIDED WITH A BRAIN LINE. N. R311.7.8 HANDRAILS WITH A HEIGHT OF 34%38*ABOVE NOSING SHALL BE PROVIDED ON NOT LESS THAN 3"X 3"BP AT ALL ANCHOR BOLTS 5-8D NAILS TO STUD 5-81)NAOLS TO RAFTER 5/8"X 12"ANCHOR BOLTS AT 36"D.C. 5-8D NAILS TO PLATE 5-813 NAIILS TO PLATE NYS ENERGY CODE. ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS, WFCM TABLE 3.2A 2001&12"OFF CORNERS UPLIFT 360# UPLIFT 415# 4. PROVIDE SHOP DRAWINGS FOR ALL CABINET'S AND BUILT-IN FURNITURE,SPECIFY No FORMALDEHYDE, I. R311.8 RAMPS ARE TO BE IN ACCORDANCE WITH R311.8 AND ARE 10 HAVE SIMPSON STRONG-TIE L. A MAXIMUM SLOPE OF ONE UNIT VERTICAL IN 8 UNITS HORIZONTAL H4&H2.5 @ 16"O.C.AND 12"FROM JENDS S. INDOOR RECYCLE B116:PROVIDE/VERIFY ROILLOUTS OR REVOLVING BINS TO SEPARATE TRAYS INTO A MINIMUM OF I!. A HANDRAIL 34-38 INCHES IN HEIGHT WHEN SLOPE EXCEEDS ONE UNIT VERTICAL IN 12 UNITS (USE WHEN STUDS AND RAFTERS DOWT ALIGN) TWO SEPARATE CONTAINERS BUILT INTO KITCHEN CABINETRY. HORIZONTAL S. R312 GUARDS AND WINDOW FALL PROTECTION 6. OUTDOOR RECYCLE BINS:PROVIDE CONTAINIMENT AREA FOR(4)-30GAL TRASH CONTAINERS IN A DESIGNATED a. 113121 PORCHES,BALCONIES,AND STAIR LANDINGS LOCATED GREATER THAN 30"ABOVE ADJACENT FLOOR ENCLOSED AREA PROTECTED FROM TAMPERIING BY ANIMALS. OR GRADE ARE TO BE INSTALLED WITH GUARDS NOT LESS THAN 36 INCHES IN HEIGHT ABOVE THE WALKING SURFACE.GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4"IN DIAMETER. b, 7312.2 WINDOW FALL PROTECTION.WINODIN FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH METALS SECTIONS R312.2.1 AND R3122.2. SIMPSON STRONG-TIE I. R31221 WINDOW SILLS,IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE HH @ ALL HEADERS 1 SHOP DRAWINGS REQUIRED FOR ALL STRUCTURAL STEEL RAILINGS AND STAIRS WINDOW OPENING IS LOCATED LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR AND GREATER SPANS GREATER THAN 6 FEET THAN 72 INCHES ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE 2. STRUCTURAL STEEL SHALL CONFORM TO ASTIM ASO,EXCEPT FOR PIPE COLUMNS,WHICH SHALL CONFORM TO ASTM BUILDING,THE OPERABLE W114DOW SHALL COMPLY WITH ONE OF THE FOLLOWING; A53, 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER SPHERE TO PASS SIMPSON H2A THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION, 5-10D NAILS To RAFTER OD NA LS TO STUD 3. METAL DECKING SHALL BE 20 GAUGE U.O.N. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COM r>1 PLY UPLIFT 450# WITH ASTM r 2090, SIMPSON STRONG-TIE 4. HANDRAIL SUPPLIED BY GENERAL CONTRACNOR AND VERIFIED IN FIELD. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY H2A @ 16"O.C.AND 12"FROM ENDS WITH SECTION R3122.2. A.-- (USE WHEN STUDS 5. STEEL STAIR TO BE FIELD VERIFIED PRIOR TO FABRICATION. iL R3122,2 WINDOW OPENING CONTROL DEVICES.WINDOW OPENING CONTROL DEVICES SHALL COMPLY SIMPSON STRONG-TIE AND RAFTERS ALIGN) H-1CP401)@ ALL WITH ASTM F 2090,THE WINDOW OPENING CONTROL DEVICE,AFTER OPERATION TO RELEASE THE 8 NAILS TOHIP RAFTER CORNERS CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR 8101)NAILS TO PLATE INTERIOR FINISHES OPENING AREA Of THE WINDOW UNIT TO LESS THAN THE AREA REQUIRED BY SECTION R310.2.1. UPLIFT 3,367# SINGLE POU RIM JOISTR NATIED 1. INTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH 2025 NYS RC SECTION R702,SEE WALL SCHEDULE OR ENDWALL INSTALLATION PORTION DRAWINGS FOR GYPSUM TYPES. o Q, CORNER STUD oo HOLDOWN--� CONNECTEDTO (-TRANSFER SHEAR 2. HIGH-IMPACT GYPSUM BOARD SHALL BE MANUFACIURCO BY NATIONAL GYPSUM.HIGH-IMPACT XP MOLD-RESISTANT 131/2- GYPSUM BOARD SHALL BE NATIONAL XP GYPSUM BOARD OR GEORGIA PACIFIC DENS ARMOR PLUS PAPERLESS P2-16D COMMON N ONE#4 WALLBOARD. AILS @ 6"D.C. REBARIN SHEAR CONE A 1 FIRE RESISTANT GYPSUM BOARD SHALL BE 5if8o TYPE XF OR 1 MIN. Ho F 9M CORNER 4. SCREW ATTACH Alt GYPSUM BOARD WITH S;CREWS APPROVED FOR THE APPLICATION. SIMPSON STRONG-TIE HPAHD CORNER HOLDOWNS-USE"SIMPSON"HDUS-SDS2.5 5. USE LOW-VOC JOINT COMPOUND:MURM MI.100 JOINT COMPOUND,OR APPROVED EQUAL. (20)SOS 1/4"X 2.5"WOOD SCREWS 0 (1)5/8"DIA X 12"STEEL ANCHOR 6. CERAMIC TILE AS SELECTED BY THE ARCHITECT. ALLOWABLE LOAD 6,970# 71 4 DRILL AND SET 5/8"DIAMETER ANCHORS 8 1/21-MIN INTO CONCRETE.HOLE TO BE T TILE BACKING SHALL BE DENS SHIELD,DO NC)T USF'GRffNROAR[r FOR 1111.USE LOW-VOC Tit F ADHESIVE 11/16"DIAMETER.FILL HOLE HALFWAY WITH"SET EPDXY-TIE"BY"SIMPSON-,IF or MANUFACTURED BY AMF,"SAFICOAT-3 IN 11",BOSTIK FINLDLEY D-5 PREMIUM OR D-40 DURAFLEX THIN SET TEMPERATURE IS BETWEEN 40 AND 100 DEGREES. FILL HOLE WITH"AT-ACRYLIC TIE"IF TEMPERATURE IS BETWEEN 0-40 DEGREES.REFER TO MANUFACTURES INSTRUCTIONS FOR MIXING AND CLEANING HOLES.SEE GROUND FLOOR PLAN FOR WOOD FLOORING AS INDICATED ON THE DRAWINGS AND SCHEDULES.SEE NOTES AND FINISH SCHEDULE. LOCATIONS 9. CARPET BACKINGICUSHION SHALL BE NATURAL FIBER OF 100%RECYCLED FIBER CONTENT MANUFACTURED BY NOTE 1: GENERAL RELIANCE,I.EGGET&PLATT OR SHAW CONTRACT GROUP.SEE NOTES AND FINISH SCHEDULE. TYPICAL FOUNDATION ANCHORS BOLTS TO BE 5/8" DIAMETER X 12"DEEP 12"OFF CORNERS AND SET @ 36" NOTES & 10, USE ONLY ZERO OR LOW-VOG FLOORING ADHESIVES BY CHICAGO ADHESIVE PRODUCT COMPANY,JOHNSON[[,OR O.C.AS PER.(WFCM TABLE 3.2A 2001) SINAN CO 360 ALt-PURPOSE ADHESIVE NOTE 2: STRAPPING 11. INTERIOR PAINT SHALL BE LOW-VOC LATEX B!Y AMF, WILLIAMS,BENJAMIN MOORE,DURON OR APPROVED REFERENCE STANDARD USED IN DESIGN OF STRUCTURE EQUAL. (WFCM 2001)SEE ELEVATIONS FOR LINE OF STRAPPING D1 ETAI LS 12. SELECTION OF PAINT COLORS SHALL BE BY OIWNM/ARCHfT[CT.ALLOW FOR UP TO 4 DIFFERENT COLORS IN THE DETAILS AS PRESCRIBED ABOVE PROJECT BEFORE UPCHARGIS APPLY. NOTE 3: SCALE, AS NOTED 11 INTERIOR WOOD STAIN SHALL BE LOW-VOC TUNG OIL OR STAIN MANUFACTURED BY AMF,OSMO,WATER-BASE ALL STEEL CONNECTORS AND NAILS ATTACHED TO A.C.Q. URETHANE.NATURAL VEGETABLE OR NUT OILS OR BEESWAX. LUMBER TO BE HOT DIPPED GALVANIZED,Z MAX TREATED,OR STAINLESS STEEL TYPICALLY 14. VANITY TOPS,ETC.TO BE SELECTED BY OWNER AND/OR INTERIOR DESIGNER, TYP. STRAPPING DETAILS COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO DRAWINGS SUBMITTED FOR DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR UNTILL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY BUILDING PERMIT PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECTS AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2025 NYS ECCC. WORK,WITHOUT ARCHITECTS WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. RNA ,1N Aye om � � � � � - r4� C-7) RAFTER TIES @1�O.C.. COVER W/ROOF SHINGLE F`14 CONTINUOUS RIDGE VENT COBRA RIDGE CAP moocLTS20 RIDGE VENT OR EQUAL INSTALL ASMIN(14),IO-D NAILS 12" PER MANUF'S INSTRUCTIONS 5/8^GYPSUM BOARD ~~^~= RAFTER CONNECTORLTWGT ARC HITECTURAL @/1G''O�C. --�^� SHINGLES SHINGLES OVERHORIZONTAL SIDING -- RIDGE RAFTER TIES- - -- O.C. ELTOVER PLYWOOD DBL.TOP PLATE rx: FELT ORHOUSEVVR4P =��~ 1''MIN. K0|N(14)1O'DNAILS ALL JOINTS TOBE AIR SPACE . ' TxPED&SEALED s/8^CD%PLYWOOD SHEATHING ------'-----------'---- v" *x,` �m n AC,wnsn ^ ~�. Til ~ |N�UU�l�N OR BEAM -^~OR-_---~- ROOF RAFTER ROOF RAFTERS(SE E -'^' (SEE PLANS) DIMENSIONAL | 1LG^ PLANS FOR S|ZE& LUMBER CENTERS SPACING) 2^x6^STUDS @1G^O.C. - WHERE STUDS DO NOT ALIGN NyRAFTERS INSTALL ICE AND WATER SHIELD AT EAVES,VALLEYS,INTERSECTIONS OF ROOF AND WALL AND - ENTIRE ROOFS WHERE SLOPE|S LESS THAN 4/12 --------- --- ------' RAFTER-TO-RiAFTER CONNECTION TYP.@ EACH RAFTER 2 TYP. RIDGE VENT DETAIL 3 RAFTER TIE DETAIILS TYP.@ EACH RAFTER 4 TYPICAL FLOOR JOISTS SPACING AND METAL TYPICAL EXTERIOR WALL CONSTRUCTION pnpn7 ��N�� N-&�Q��0�� M---- ---- -' -''''' --''-''`~'`~ ''^~ xxuoEL'uS' BY S|mpSom STRONG TIES CROSS ��1�NU��U�8�� U��8�o�� TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL NIAILING SCHEDULE 1"XT'VINYL COATED WD. |N|NG USE EVERY OTHER NAIL HOLE 0, NUMBER NUMBER (TO uE REPLACED OnREPAIRED IN A ROW TO PROVIDE THE JOINT DESCRIPTION OF BOX NAIL SPACING AFTER INSTALLATION) 1388JAC0O0NLANDING ROOF RAFTERS 000s'nsQV|RsoM|N|MVM 0' NAILS NAILS MATDTU0RNY11BS2 uEm/En /u-CEm/Ex 0 LENGTH - --------'--------- RAFTEROONNECTOR ROOF FRAMING SPACING FOR NAILS 01..x2..WOOD SPACER PAT[- 03/2026 ~/ Pmn/��7�'n� 35o5V%V �|N(14}1O-DNA|LS '~^``^-/^~~'^~'^~EA. PRE�R|LLED FASTEN|NG ^/ HOLE��^��. ["�/mmw C^�� DBLTOP PLATE WALL STUD _____~.~-~~- ,0 JOIST TO TOP PLATE(TOE-NAILED)(TABLE 3.4A) 3-8D 3-10D, PER JOIST - Imomnmoommmo,mmn ouoom ^ 2oE'000mn FOR BUILDING PERMIT ommm CUT CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED)(TABLE 3.9A) 6-16D 40D EACH LAP 0 BASE PLATE LENGTH / ri CEILING JOIST TO LAPS OVER PARTITIONS(FACE-NAILED)(TABLE 3.9A) 6-16D 40D EACH LAP = 4 CLEAR uj / " � vvuuu = J C COLLAR TIEGALV �EAT STRUCTURAL STORM ��1G.D.C. PANEL �� ^J8� ~' ----'---------'----'-- ~' D �S�^' ~^^ ~ on�� RIM BOARD TO RAFTER(END-NAILED) 246D 3-16D EACH END -~r��| �- 1.THE CONTRACTOR SHALL VERIFY ALL RIM JOIST ------~- EXISTING AND PROPOSED CONDITIONS ON WALL FRAMING � THE CONSTRUCTION DOCUMENTS WITH D8L TOP PLATE -------^- zu' pREDR|LLED FASTENING TH0S�hTTH[SOT�8NY0SCR[PANC|[S cmu �� HOLES @g..O�C� MUST DE BROUGHT 0 THE h�[N�0NU[ LENGTH^^~�. TH[kRCH�[�PK|0kl0C0��[NC|NG PR�V|DE�|N|�V� 1" �/ � CONSTRUCTION.THE U0NT8AQ0KSHALL END DISTANCE '�-_�VVO�D�A�|0� . // B[RESPONSIBLE FOR DISCREPANCIES 'EQUAL NUMBER VF NOT R[PUK�DTO THE AR0H�0TONCE HEADER- �0RK��0UW�[NS0.0U�PT0R L] � SPECIFIED NAILS | °~ H0UEN00N000NSWH0[APPUCA8i[ |N EACH END | BOTTOM PLATE TO FLOOR~°~ ENDJOIST,OR BLOCKING(FACE-NAILED) 2-16D 2-40D PER FOOT 1 PROVIDE WOOD BLOCKING|NWALL RAFTER TIE D�ETAILS TYP.@ EACH RAFTER STUD TO PLATE TO RIM JOIST TO TOP PLATE TO STUD FRAMING FOR ALL ACCESSORIES CONNECTION @ 16"O.C. FLOOR FRAMING TYPICAL HIGH WIND WINDOW PROTECTION FOR NEW WINDOWS WHERE OPENING PROTECTION WITH THE USE OF PLYWOOD PANELS|SALLOWED INCLUDING BUT NOT LIMITED TO:TOWEL BY2025|RCR3O1.2��'INSTALLATION|STO8E|N ACCORDANCE Vx|TH BARS,0|i�PAPER HD0E8S.SH[0|NG K8ODEL'K0TS��O' BYB|N1PSON STR��NGT|ES K0ODEL'8P' 8YS|K8PSDNSTRON�T|ES � R3n1.2'1'2 AND THESE DR4»V|NGS' A�ACHM[H�8O8[HU0KSG8A88AKS |0 COMPLIANCE |R�3OJ5 14O MPH DESIGN WIND ' ' -===- PER JOIST �w �r BC. BRIDGING TO JOIST(TOE-NAILED) 2-8D 2-10D EACH END 3.N0 WORK T0 COMMENCE UNTIL h "S|MPSON"HDQ8 2'16d COMMON BUILDING PERMIT|SISSUES. "S|MPSON o.o. BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16D 4-16D EACH BLOCK FASTENING SCHEDULE B FOR FULL LENGTH 4.THESE P�NSCOMPLY WITH THE 2O25 3-16D 4-16D EACH JOIST ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION) NYS ENERGY CODE. OFSTUD JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D 3-10D PER JOIST BAND JOIST TO JOIST(END-NAILED) 3-16D 4-16D PER JOIST A A B C D E F BLOCKING @/ BAND JOIST TO SILL OF TOP PLATE(TOE-NAILED) 2-16D 346D PER FOOT ENDvVALL ROOF SHEATHING DIAGONAL BOARD SHEATHING HEADER GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/10"FIELD | A,NUMBER OF8d NAILS @ EA.END OFSTRAPP|NGS(TABLE 3.7. P.157)&(TABLE GxP.31G) "S|MPSON''HDQ8 B'NUMBER OF SILL STUDS(ON FLAT)(DOES NOT APPLY TO DOORS)�ABLE3.23B.P.1g3} "S|MPSON''PHDG ------� C-NUMBER OF FULL HEIGHT KING STUDS @/EA.SIDE OF HEADER(TABLE 3.23C.P.193) NOTE: �STRUCTURAL PANELS [�NUMBER OF1GdNA|LG END-NAILED THROUGH ADJACENT KING STUD nO END OFHEADER J'SHEATHING AS PART OF5HEARVVALLSEGMENT . �|N<14)1�'DFIBERBOARD PANELS @ EA.SIDE(TABLE 3J,P. 157)&(TABLE 8AP.31G) WHERE NOTED ON FLOOR PLAN,SHALL BECONTINUOUS E'NUMBER OF JACK STUDS��EA END PlS1)AS�U�[DB� H�R FRD�S|LLT�TOPPL4TEOR4DE�VAJE[YB�OCKEDAJ � � ' ' ' ' JOINTS.8dCOMIMON NAILS @ 6^o.o.EDGE&FIELD | | F-NUMBER OF16d NAILS END-NAILED THOUGH ADJACENT JACK STUDS TO END OF SILL(S) 2.HOLD DOVVN��RE EDAJALL4CORNERSOF JACK STUD | / @EA SIDE P. 157)��OABLEGA PAGE 31G) STRUCTURE VN|LESSOTHERVV|SENOTED ' � ' � ' KING STUD 3SEEO�NSTR0�T0NDET4|L(NA|UNGA��TR&PP|N�) ' HEADERDOOR ��DETAIL(HOLC)OVVN��CONN>. -~��x GALV.METAL TIE DOWN W/IN 32"OF GALV. METAL'TIE-DOWN AT CORNER OF STRUCTURE CORNER OF STRUCTURE DIAGONAL BOARD SHEATHING MODEL'HDQ83/PHD6' BY SIMPSON STRONG TIES MODEL'HTT22' BY Sl M PSON STRONG TI ES 1"X10"OR WIDER 3-8D 3-10D PER SUPPORT USE LIVE LOAD DEAD LOAD STRUCTURAL MEMBER ALLOWABLE DEFLECTION FLOOR SHEATHING EXTERIOR BALCONIES 60 psf 10 psf RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WITH L/180 NO FINISHED CEILING ATTACHED TO RAFTERS RR90525F4STENER5 FASITEN[RS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, MINIMUM 12 PASSENGER VEHICLE GARAGES 50 psf as per plan INTERIOR WALLS AND PARTITIONS H/180 OF GAGE[0.105 INCH(2.67 mrn)]SHANK WITH A MINIMUM 3/8-INCH(9.5 mm)DIAMETER HEAD,ASTM F 1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING GREATER THAN i" 10D 16D 6" EDGE/6"FIELD MATERIALS AND A MINIMUMI OF 3/4 INCH(19.1 mm)INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH(19.1 mm)THICK,THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING.FASTENERS SHALL COMPLY WITH ASTM F 1667. DIAGONAL BOARD SHEATHING ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf 10 psf FLOORS AND PLASTERED CEILINGS L/360 RR905.2.6 ATTACHMENT.ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIREDTHE MANUFACTURER.FOR NORMAL APPLICATION, 1"X611 OR :I"XS" 2-81) 3-10D PER SUPPORT ATTICS WITH STORAGE(ROOF ABOVE 3 PITCH) 20 psf 1LO psf ALL OTHER STRUCTURAL MEMBERS L/240 ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. ��&N��00�� VVHERETHE ROOF SLOPE EXCEEDS 2O UNITS VERTICAL|N12 UNITS HORIZONTAL(2O:12).SPECIAL METHODS OF FASTENING ARE REQ0RED. v�NN��W-N-�N�N0 ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 EXCEPT|ON:ASPHALTSTR|PSH|NGLESSHALLHAVEAM|N|MUM OFS|XFAETEN2RSPERSH|NGLEVVHERETHEROOF|S|NONEOFTHE NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 ��7��0� �� FOLLOWING CATEGORIES: ~-~~~~~~^~~~ ~~ 1. THE BASIC WIND SPEED PER FIGURE HR301.2(4)|S14O MILES PER HOUR(17Thm/h)OR GREATER AND THE EAVE|S 20FEET HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE4��X�N�NN0 �� (SO9Gmm)OR HIGHER AB\OVEGRADE. n��0l�Q��N.XL THE LOAD PATH. -WIND LOADS WITH FLEXIBLE FINISHES H/120 2. THE BASIC WIND SPEED PER FIGURE RR301.2(4}|S14O MILES PER HOUR(193hm/h)ORGREATER. NOTE:L~SPANLENGTH. H=SRANHE|GHT 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED 3. SPECIAL VV|NDZONES PE(R FIGURE RR3O12(4) THE TABULATED NUMBER OF aF�RTHEpVRp�SEOFTHE�ETER�|N|N� DEFLE�T|�NL|�|TSHERUVTH�VV|ND � ROOF LOADING(LIVE=GROUND SNOW LOAD 20 psf 12 psf for attic LOAD SHALL 8E PERMITTED TOBE TAKEN ASO7 TIMES THE COMPONENT AND ADJUSTMENTS AS PER FIGURE R30:1.2(5)OF THE 2025 CLADDING KSJ» LOADS OBTAINED FROM TABLE R3O1.2(Z). 3.CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK INTERNATIONAL RESIDENTIAL CODE) 15 psf for cath b DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD FINISH 8VMVTEU IBC FOR ADDITIONAL REQUIREMENTS. SHALL BE LIMITED TVAN ALLOWABLE DEFLECTIONS OFH/18O. ----------- __--___ :10 FASTENERS FOR ASPHALT ROOF SHINGLES :13 MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS (REFER TO TABLE n301.5ur THE INTERNATIONAL RESIDENTIAL CODE) COPYRIGHT @ OWNERSHIP AND USE OF DOCUMENTS: �� ' DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF �-� NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED C NSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE 1DRAWINGS SUBMITTED FOR ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO ENERGY NOTES: AIR SEALING AND INSULATION 1. ALL CONSTRUCTION SHALL COMPLY!WITH THE 2025 NYS ENERGY CODE.THE AUTHORITY HAVINGt: ' JURISDICTION SHALL BE PERMITTEDI TO DETERMINE AND ENERGY EFFICIENCY PROGRAM TO EXCEED BUILDING ENVELOPE AIR TIGHTNESS AND INSULATION INSTALLATION SHALL BE DEMONSTRATED TO COMPLY WITH ONE OF THE THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. FOLLOWING OPTIONS GIVEN: 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED.CERTIFICATE SHALL COMPLY WITH IRC N1101.14 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA ° °�z 3. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL " ""' ~` .. EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 1. AIR BARRIER AND THERMAL BARRIER 4. INSTALLATION -THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN 1.1. EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS IS INSTALLED IN SUBSTANTIAL CONTACT AND ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, CONTINUOUS ALIGNMENT WITH BUILDING ENVELOPE AIR BARRIER. Compliance AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 1.2. BREAKS OR JOINTS IN THE AIR BARRIER ARE FILLED OR REPAIRED. Certificate 5. TESTING - BUILDING OR DWELLING(UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR 1.3. AIR-PERMEABLE INSULATION IS NOT USED AS A SEALING MATERIAL. , EQUAL TO 3 ACH50 IN CZ 4A.5.6A. TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. 1.4. AIR-PERMEABLE INSULATION IS INSIDE OF AN AIR BARRIER. Project Infors.-nation 6. DUCTS-SUPPLY AND RETURN DUCTS IN ATTIC SHALL BE INSULATED TO A MINIMUM OF R-8 @ 3" OR GREATER IN DIAMETER,AND 114 @ DUCT LESS THAN 3" IN DIAMETER. 2. CEILING/ATTIC Project'ritle. Private Residence Energy Cade: 2°z�'Ecc 7. DUCT SEALING - DUCTS,AIR HANDLIERS AND FILTER BOXES SHALL BE SEALED. 2.1. AIR BARRIER IN ANY DROPPED CEILING/SOFFIT IS SUBSTANTIALLY ALIGNED WITH INSULATION AND ANY GAPS - - 8. DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED ARE SEALED. Location: Mattitllck, New York Construction Type: Single family THIRD PARTY. 2.2. ATTIC ACCESS(EXCEPT UNVENTED ATTIC), KNEE WALL DOOR,OR DROP DOWN STAIR IS SEALED. �.. ., Project Type: Alteration 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. ter`''' Project Sub Type: Other Afteration 10. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS> 105 F DEGREES OR< 55 F DEGREES 3. WALLS � ` Climate Zone: 4a(5331 HDD) SHALL BE INSULATED WITH R-3 MINIIMUM. 3.1. CORNERS AND HEADERS ARE INSULATED. - '' Project No: 1825086 11. MECHANICAL VENTILATION -SHALL MEET THE REQUIREMENTS OF THE IRC/IMC 3.2. JUNCTION OF FOUNDATION AND SILL PLATE IS SEALED. ��' ,£' ,t = = "�; All ReneElectrwable: false te,•': ! � Is Renevrable; false 12. EQUIPMENT SIZING- PER ACCA MANUALS BASED ON LOADS CALCULATED PER ACCA MANUAL J AS b ° _P i Has Battery: false PROVIDED BY A THIRD PARTY HERS RATER. 4. WINDOWS AND DOORS t _ Has Charger: false -'- i'F�)LCT 13. LIGHTING -A MINIMUM OF 100%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE 4.1. SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING IS SEALED. - '- -: ; `�►. Has Heat Pump false HIGH-EFFICACY LAMPS I CEILING GYPSUM BOARD PRIVATE AS AIR BARRIER 14. ALL HVAC,PLUMBING & ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY 5. RIM JOISTS ; ti Construction Site. owner/Agent: Designer/Contractor: RESIDENCE EFFICIENCY, INTERNATIONAL MECHANICAL CODE,NYS ENERGY CODE.IT SHALL BE THE 5.1. RIM JOISTS ARE INSULATED AND INCLUDE AN AIR BARRIER. T \------CONTINUOUS BEAD OF SEALANT 13e0 jACKSON LANQRING joss Pirir David Martins MATTITUCK,NY 11952 4213 MIDDLE COUNTRY ROAD 18 Midtown Rd RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN,CALCULATIONS, -W ► CALVERTON ,NY 11933 Architects MAD DRAWINGS,WRITTEN STATEMENTS OF THE MECHANICAL AIR CONDITIONING,VENTILATION,HEATING 6. FLOORS (INCLUDING ABOVE-GARAGE AND CANTILEVERED FLOORS) --CONTINUOUS BEAR OF SEALANT 631-300-5450 Carle Place,NY 11514 SYSTEMS (NEW,EXISTING OR UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY 6.1. AIR BARRIER CRITERIA-THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF INSULATION. jose.plrir@yanoo.com 2.3021 dm@architeetsmad.com 1380 JACKSON LANDING m@architectsmad.com a THE OWNER OR BUILDING DEPARTMENT. 6.2. INSULATION INSTALLATION CRITERIA- FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TO MAINTAIN I �-.-----CONTINUOUS MINIMAL EXPANDING MATTITUCK NY 11952 FOAM AT WINDOW PERIMETER Project Rotes: 15. ADDITIONS,ALTERATIONS OR RENOVATIONS SHALL COMPLY WITH 2O25 NYS ENERGY CODE PERMANENT CONTACT WITH THE UNDERSIDE OF SUBFLOOR DECKING,OR FLOOR FRAMING CAVITY INSULATION I n Tt: 03i2026 UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. SHALL BE PERMITTED TO BE IN CONTACT WITH THE TOP SIDE OF SHEATHING,OR CONTINUOUS INSULATION Renovate existing 2 story dwelling(exterior wall cavity to remain untouched during construction).New windows throughout. Pi 4lrCT F'C< 3525020 16. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL r,-- WINDOW UNIT AS AIR BARRIER � � .;$ AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. PERIMETER FLOOR FRAMING MEMBERS t i SUBMIT FOR BUILDING PERMIT 02/2026 17. ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE ' 2RE-SUBMIT FOR BUILDING PERMIT 03i2026 --CONTINUOUS MINIMAL EXPANDING WITH TABLE R402.4.1.1.APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE 7. CRAWL SPACE WALLS C FOAM AT WINDOW PERIMETER IMMEDIATELY PRIOR TO INSTALLING; INTERIOR GYPSUM WALL BOARD. 7.1. INSULATION IS PERMANENTLY ATTACHED TO WALLS. 5 7.2. EXPOSED EARTH IN UNVENTED CRAWL SPACES IS COVERED WITH CLASS I VAPOR RETARDER WITH OVERLAPPING #, Envelope Assemblies � JOINTS TAPED. - CONTINUOUS BEAD OF SEALANT i j(j t dr. P rop. Req. BUILDING THERMAL ENVELOPE ': Gross urea Cavity Cont. U- U- crop. Req. 1.THE CONTRACTOR SHALL VERIFY ALL �__._ ' CONTINUOUS BEAD OF ADHESIVE Assembly 8. SHAFTS,PENETRATIONS �, ,rI ; ................ or Perimeter R-Value R-Value Factor/ Factor/ TC TC EXISTING AND PROPOSED CONDITIONS ON 8.1. DUCT SHAFTS,UTILITY PENETRATIONS,KNEE WALLS AND FLUE SHAFTS OPENING TO EXTERIOR OR ' >=-Factor F-Factor THE CONSTRUCTION DOCUMENTS WITH t CONTINUOUS BEAD OF SEALANT Ceiling:flat Ceiling or Scissor -- THOSE AT THE SITE.ANY DISCREPANCIES THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT INFILTRATION.THE SEALING UNCONDITIONED SPACE ARE SEALED. _ x - Truss - - -- -- - MUST BE BROUGHT TO THE ATTENTION OF METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND . :°' Exemption:Neither THE ARCHITECT PRIOR TO COMMENCING /► sheathing nor insulation is CONSTRUCTION.THE CONTRACTOR SHALL CONTRACTION.THE FOLLOWING SHALL BE CAULKED,GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED 9. NARROW CAVITIES � '�*' - -- •_ -_ __---•--'.. - .--.°- exposed. BE RESPONSIBLE FOR DISCREPANCIES t-T--"� _..�.•, WITH AN AIR BARRIER MATERIAL,SUITABLE FILM OR SOLID MATERIAL: 9.1. BATTS IN NARROW CAVITIES ARE CUT TO FIT,OR NARROW CAVITIES ARE FILLED BY SPRAYED/BLOWN Floor:All-Wood joistrrruss - - --_ -__ NOT REPORTED TO THE ARCHITECT ONCE Exemption:Framing cavity WORK HAS COMMENCED,EXCEPT FOR INSULATION. - filled with ITISUlatiOn HIDDEN CONDITIONS WHERE APPLICABLE. • ',.w .-. .,.• � - 1. ALL JOINTS,SEAMS AND PENETRATIONS. ,, Wall:Wood Frame,16'o,c. --- --- .._ F ' ': Exemption:Framing cavity _ 2.PROVIDE WOOD BLOCKING IN WALL 2. SITE-BUILT WINDOWS,DOORS AND,SKYLIGHTS. 10. GARAGE SEPARATION Ued vrith.izlar; FRAMING FOR ALL ACCESSORIES 3. OPENINGS BETWEEN WINDOW AND[DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND FRAMING. 10.1. AIR SEALING IS PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. " �► CEILING GYPSUM BOARD ? Basement Wall:Solid 1257 15.0 0.0 0,053 0,059 67 74 INCLUDING BUT NOT LIMITED TO:TOWEL 4. UTILITY PENETRATIONS. Concrete or Masonry BARS,TOILET PAPER HOLDERS,SHELVING 5. DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE. 11. RECESSED LIGHTING AS AIR BARRIER Ins nt: 8.00 ATTACHMENT,ROBE HOOKS,GRAB BARS, z insuu latiotio n depth:8.00' ETC. 6. KNEE WALLS. 11.1. RECESSED LIGHT FIXTURES ARE AIR TIGHT IC RATED AND SEALED TO DRYWALL. ' CONTINUOUS BEAD OF SEALANT Insulation position Integral ' ;" u tl 3.NO WORK TO COMMENCE UNTIL A 7. WALLS AND CEILINGS SEPARATING IA GARAGE FROM CONDITIONED SPACES. EXCEPTION-FIXTURES IN CONDITIONED SPACE. Window Wood frame 255 0.2$0 0.300 71 77 BUILDING PERMIT IS ISSUES. _--CONTINUOUS BEAD OF SEALANT SHGC: 0.29 8. BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS. s Door:Glass Door(over 50% 140 0.280 0.300 39 42 4.THESE PLANS COMPLY WITH THE 2025 9. COMMON WALLS BETWEEN DWELLING UNITS. 12. PLUMBING AND WIRING � glazing) NYS ENERGY CODE. 10. ATTIC ACCESS OPENINGS. 12.1. INSULATION IS PLACED BETWEEN OUTSIDE AND PIPES.BATT INSULATION IS CUT TO FIT AROUND WIRING AND ' i CONTINUOUS MINIMAL EXPANDING sHGC: 0.29 11. RIM JOIST JUNCTION. PLUMBING,OR SPRAYED/BLOWN INSULATION EXTENDS BEHIND PIPING AND WIRING. I FOAM AT WINDOW PERIMETER �� w� , € `fi$i,.o: ; :. a,7'7a ,+' s'>_i,.>,.5. a. : e`6a i .t,;:.cw4 7'.eaT ,t.'f- s .:i,'! OTHER SOURCES OF INFILTRATION. _WINDOW UNIT AS AIR BARRIER 13. SHOWER/TUB ON EXTERIOR WALL _ 13.1. SHOWERS AND TUBS ON EXTERIOR WALLS HAVE INSULATION AND AN AIR BARRIER SEPARATING THEM FROM °F The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules-It DOES a NOT provide an estimate of energy use or cast relative to a minimum-code home. ` µ. . THE EXTERIOR WALL. CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW PERIMETER CCf111pllance Statement ' 4. ELECTRICAL/PHONE BOX ON EXTERIOR WALLS The proposed building design described here Is consistent with the building plans,specifications,and other calculations 14.1. AIR BARRIER EXTENDS BEHIND BOXES OR AIR SEALED-TYPE BOXES ARE INSTALLED. !` CONTINUOUS SEAR C3F SEALANT submitted with the permit application,The proposed building has been designed to meet the 2024 IECC requirements in REScheck-Web and to comply with the mandatary requirements listed in the REScheck Inspection Checklist. 15. COMMON WALL b....- 15.1. AIR BARRIER IS INSTALLED IN COMMON WALL BETWEEN DWELLING UNITS. I " CONTINUOUS BEAD OF ADHESIVE : .dDAAPAMMM CONTINUOUS i nature 16. HVAC REGISTER BOOTSBEAD OF SEALANT Name -Title Date 16.1. HVAC REGISTER BOOTS THAT PENETRATE BUILDING ENVELOPE ARE SEALED TO SUBFLOOR OR DRYWALL. 17. FIREPLACE l _ x:r 17.1. FIREPLACE WALLS INCLUDE AN AIR BARRIER. I " , TESTING OPTION -�-�.-, C AIR SEALED WALL JOINTS ^^€ _ CONTINUOUS BEAD OF SEALANT �,�4' *`ilo BUILDING ENVELOPE TIGHTNESS AND INSULATION INSTALLATION SHALL BE CONSIDERED ACCEPTABLE WHEN TESTED AIR ° LEAKAGE IS LESS THAN SEVEN AIR CHANGES PER HOUR (ACH)WHEN TESTED WITH A BLOWER DOOR AT A PRESSURE OF 33.5 CONTINUOUS SILL SEALER FULL WIDTH OF MUDSILL , --�° PSF(50 PA).TESTING SHALL OCCUR AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE s l ya.e a PENETRATIONS UTILITIES, PLUMBING ELECTRICAL VENTILATION AND COMBUSTION APPLIANCES. 0417114 INCLUDING P 0 S FOR UT , , a ..... FOUNDATION WALL AS AIR BARRIER 5 OF DURING TESTING: `A' �` I CONCRETE SLAB As AIR BARRII=R 1. EXTERIOR WINDOWS AND DOORS,FIREPLACE AND STOVE DOORS SHALL BE CLOSED, BUT NOT SEALED; RESCHECK, 2. DAMPERS SHALL BE CLOSED,BUT NOT SEALED,INCLUDING EXHAUST, INTAKE, MAKEUP AIR,BACKDRAFT AND FLUE , Y "4 DAMPERS; tom. .. Report Title: Private Residence Report Date: 411126, 6:53 PM 2 of 12 3. INTERIOR DOORS SHALL BE OPEN; BARRIER 4. EXTERIOR OPENINGS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE CLOSED AND SEALED; DETAILS _ 5. HEATING AND COOLING SYSTEM(S)SHALL BE TURNED OFF; 6 HVAC DUCTS SHALL NOT BE TYPICAL AIR SEALING DETAILS R ESC H EC K 4 A ° SEALED,AND 2 SCA,F: AS NOTED A 7. SUPPLY AND RETURN REGISTERS SHALL NOT BE SEALED. _ VISUAL INSPECTION OPTION BUILDING ENVELOPE TIGHTNESS AND INSULATION INSTALLATION SHALL BE CONSIDERED ACCEPTABLE WHEN THE ITEMS LISTED .i IN TABLE 402.42,APPLICABLE TO THE METHOD OF CONSTRUCTION,ARE FIELD VERIFIED.WHERE REQUIRED BY THE CODE COPYRIGHT OWNERSHIP AND USE OF DOCUMENTS: © 3 ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF A OFFICIAL,AN APPROVED PARTY INDEPENDENT FROM THE INSTALLER OF THE INSULATION SHALL INSPECT AIR BARRIER AND ITHEHEREBYUNDERSIGNEDNEWYORKSTATEREGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE DUCT SEALING REQUIREMENTS Y DRAWINGS SUBMITTED FOR NO WORK TO COMMENCE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO INSULATION. DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT UNTILL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2025 NYS ECCC. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. D1AWN PY. DM � � � � ��n��UU��Un�� LEGEND ��o�� nnv��~nn��n� EXISTING CONSTRUCTION TDREMAIN � EXISTING CONSTRUCTION TOBE REMOVED ~.:) NEW 8^THICK POURED CONCRETE ^ \� FOUNDATION WALL OVER NEW 8"THNX1G^ WIDE CONCRETE CONCRETE FOOTING. 5/8"X 12"LONG ANCHOR BOLTS 12" FROM CORNERS AND "~~— PLACED AT3G"O.C. NEW 3X4VVD STUDS @ 1G"O.C.WITH 5/Q^GYPSUM WALL BOARD ONBOTH G5''1O1/4'' EXIST WOOD FRAME DECK AND STAIRS(A8OVE) » SIDES.SOLID WOOD BLOCKING @} MIDPOINT OF STUDS TYP. NEW 2 XGVVO STUDS @ 18''O.C.WITH G/8"GYPSUK8\�ALLBO/�RDOR - '^�,mm` nm^ ol K8O|STURERESBTANTCEK8ENT8OARD |N zn '~^, BATHROOMS WHERE TILE ISTDBEEXISTING 6X6 ACQ POST INSTALLED.SOLID WOOD BLOCKING @} OVER 12"DIA.CONCRETE MIDPOINT OF STUDS TYP. REMOVE EXISTING 6X6 (DROPPED) 4X4/4XG WOOD POSTS OR(2)/(3)2X4 WOOD POST NAILED TOGETHER ORSTEEL CONCRETE PIERS. COLUMN DOWN (SEE PLAN) P NX$ECT w NE ��0KK�� 7 4%4/4XG��OOD POSTS C�R(2)/(3)2X4 0rN�0�&�� 0. WOOD POST NAILED TOGETHER DRSTEEL In wCOLUMN ABOVE(SEE PLAN) RESIDENCE ACQ BEAM - ,,,A EXIST(2)2XIO 1388JAQKS0NLANDING NEW H�R�VV4REAN0C�S|�� _J L_ ' �� HARDWARE�� M4%7yTUCKNY11852 V3Q026 p |rp 3525020 2XI -� `�-- EXISTING DOOR, HARDWARE �'V�9C« n�� w PIERS TO REMAIN. �] [_ |mmvnmxmmmm",mmn moom �5 CASING 2 RE-SUBMIT FOR BUILDING PERMIT v:/mm PIERS TO REMAIN. x ci J �� ELEVATION NUMBER � = f ;� POST DRAWING NUMBER � PIERS TO REMAIN. -_ DETAIL NUMBER 1.THE CONTRACTOR SHALL VERIFY ALL EXTENTS OF GROUND FLOOR EXISTING AND PROPOSED CONDITIONS UN a r EXTENTS OF GROUND FLOOR DRAWING NUMBER THE CONSTRUCTION DOCUMENTS WITH us ABOVE THOSE Al THE SITE.ANY DISCREPANCIES a. MUST B[BROUGHT 0 THE ATTENTION OF CEILING HEIGHT-SEE PLAN THE ARCHITECT PRIOR l000MMENCING CONSTRUCTION.THE CONTRACTOR SHALL TRAP 8[RESPONSIBLE FOR DISCREPANCIES BOILER. NOT REPORTED 0 THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR CLOSET EXISTING MECHANICAL HIDDEN CONDITIONS WHERE APPLICABLE. EQUIPMENT TO REMAIN - �:/' DURING CONSTRUCTION 2.P80Y|DE WOOD BLOCKING|NWALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL 00 co ____T_ EXISTING WASHER AND 00 co DAR�T0|L�PAPER HOLDERS,SH[0|NG - WALLS AND FOOTING AND RELOCATED TO c; ATTACHMENT,ROBE HOOKS,GRAB BARS, NEW LAUNDRY'RM ETC. � z <E> 3.NO WORK 0 COMMENCE UNTIL 8 0 EXISTING BUILDING PERMIT BISSUES. OFFICE z E�fl4.THESE PLANS COMPLY WITH THE 024 — (DROPPED) (DROPPED) (DROPPED) D0QDDvnN NYS ENERGY CODE. LL IL 2 EXISTING INTERIOR m 7EXIST STEEL COLUMN WITH WOOD FRAME 0 CONCRETE FOOTING TO REMAIN. WALLS TO REMAIN. a. EXISTING x <R> R T > 0 TOr rl! 0 EXISTING x cl, — 00 Im EXISTING EXIST STAIR AND HANDRAIL 00 co 04 C14 CELLAR LOUNGE clj 'j MECH. ROOM 14 0 EXIST SLAB ON GRADE TO REMAINE �l NOTEI: DASHED LINE INDICATES--" ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO WALL TO BE REMOVED REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. w EXISTING FOUNDATION WALLS U EXISTING FOUNDATION PF z JTFR 18' AND FOOTING TO REMAIN. WALLS AND FOOTING EXTENTS OF GROUND FLOOR TO REMAIN. w EXIST ��U�� SCHEDULE HEADER ~°~°� "~~��~~"-°- EXISTING FOUNDATION WALLS AND FOOTING ---` ---'- `--`------- ^mc(MmnomM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER roosM/onouM/mmEo MEMBERS wv« PRODUCT GRADE n,1ys AND STRENGTH vru.emPSI. EXTENTS OF GROUND FLOOR PROVIDE TWO JACK STUDS/r HEADER/snn'onLARGER. ABOVE PROVIDE ONE JACK STUDS/r HEADER oxn^ooSMALLER. SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS DRAWINGS SUBMITTED FOR 72'-8" EXISTING POURED FOUNDATION WALLS BUILDING PERMIT. NO WORK TO COMMENCE UNTIL OF PERMIT IS ISSUED CELLAR/ ------------- soxLs. 1/4^~��^ A��N N �� FLOOR o�� V��8� I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY DEMOLITION PLAN KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE ' ` CONSTRUCTION LEGEND � ��n�~� nnv�� nn��n� u�u~��u~om�� EXISTING CONSTRUCTION TOREMAIN EXISTING CONSTRUCTION TOBEREMOVED NEW 8^THICK POURED CONCRETE «'-- \/ FOUNDATION WALL OVER NEW 8"THK X 16" ~--~ WIDE CONCRETE FOOTING.5/8^Xi2''LONG ANCHOR BOLTS iD" FROM CORNERS AND PLACED 4T3G"O.C. C--) 55'-1D1/4" EXISTING WO FRAME GROUND FLOOR DECK TOREMAIN NEW 2 X4VVD STUDS @iG"O.C.WITH G/8"GYPSUM WALL BOARD ON BOTH --~. SIDES.SOLID WOOD BLOCKING @ —'----- MIDPOINT OF STUDS TYP. NEW 2 XGVVD STUDS @ 1G"D.C.WITH 5/8"GYPSUM WALL BOARD R - MOISTURE RESISTANT CEMENT BOARD |N wa/n^om'`r'' BATHROOMS WHERE TILE |STOBE INSTALLED.SOLID WOOD BLOCKING @ MIDPOINT OF STUDS TYP. 4X4/4XG WOOD POSTS[]R(3)/(3)2X4 WOOD POST NAILED TOGETHER ORSTEEL REMOVE 32"OF EXISTING COLUMN DOWN(SEE PLAN) NEIGHBORING PROPERTY DECKING ADJACENT TO Ix prn!rt� U�U�N1��1F� �7 4X4/4XGW�)DD POSTS OR(2y(3}2X4 PRIVATE 0 EXISTING COMPOSITE WOOD POST NAILED TOGETHER DRSTEEL � DECKING TO REMAIN AND BE COLUMN ABOVE(SEE PLAN)PROTECTED DURING RESIDENCE 1380JACNSDNLANDING z 72'-8" EXISTING WOOD FRAME GROUND FLOOR _J �_ NEW DOOR, HARDWARE AND CASING MATT|TUCKNY118S2 c, ---------------'----- 03/2026 3525020 EXISTING RD/�%VW UxT� —� ��— EXISTING DOOR, HARDWARE�] T_ ' ' lmomnmnummmo�xmn mmom — III �A�|N� ^^ ?RE-SUBMIT FOR BUILDING PERMIT m/mm — 3 4 ELEVATION NUMBERin � w "^ A300 DRAWING NUMBER 60 w n,—"S, DETAIL NUMBER 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS 0N DRAWING NUMBER THE CONSTRUCTION DOCUMENTS WITH THOSE 0 THE SITE.ANY DISCREPANCIES MUST 8[BROUGHT T0 THE ATTENTION OF CEILING HEIGHT-SEE PLAN lBEkRCHOIQ[P8|08l0C0MMENC|NS — — — — — — -FGREY DASHED LINE <<�> CONSTRUCTION.THE CONTRACTOR SHALL INDICATES EXTENTS OF EXISTING INTERIOR ^~� DE RESPONSIBLE FOR DISCREPANCIES ' SECOND FLOOR ABOVE WOOD FRAME NOT REPORTED TO THE ARCHITECT ONCE WALLS TO REMAIN. WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. F:!: (11 IV, _j IS KITCHEN EXISTING BATHROOM AND BATH 0 l PROVIDE WOOD BLOCKING|NWALL OD ca L BATHROOM FIXTURES TO OD EXISTING FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL 0 EXISTING KITCHEN AND BARS,TOILET PAPER HOLDERS,SHELVING 0 KITCHEN FIXTURES TO BE ATTACHMENT,ROBE HOOKS,GRAB BARS, U- REMOV ir 0]. ILL 3.HO WORK T0 COMMENCE UNTIL 8 DASHED LINE INDICATES BUILDING PERMIT|SISSUES. r —WALL TO BE REMOVED > 4.THESE PLANS COMPLY WITH THE 2024 < . L , q m NYS ENERGY CODE. ILL Uj ID fr- R GREY DASHED LINE FOYER I/ � a z SECOND FLOOR ABOVE 0 x EXISTING EXIST STAIR AND HANDRAIL TO EXISTING w Ll CELLAR TO BE REMOVED AND Ln LIVING RM <F> x c*4 Flo-0-1 DINING RM EXIST STAIR AND HANDRAIL TO BEDROOM F10 S COND FLOOR TO BE REMOVE AND REPLACED C4 NOTE 1: GREY DASHED LINE ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO INDICATES EXTENTS OF REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED EXIST 2X6 CJ SECOND FLOOR ABOVE UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. WALL TO BE REMOVED DASHED LINE INDICATES ��U�� SCHEDULE . .=�=�.~ ' R 0 WALL TO BE REMOVED LI OPENING HEADER FRONT PORCH 'Mc(MmROmm)DESIGNATION EQUALS,LAMINATED VENEER LUMBER. ENGINEERED LUMBER rooEm/unou^m/wmEo MEMBERS wv« PRODUCT GRADE vr1.yc AND STRENGTH oru.vnoPSI. PROVIDE TWO JACK STUDS/,HEADER/su"o^onLARGER. PROVIDE ONE JACK STUDS/r HEADER mn`o^opSMALLER. 140 SEE PLANS FOR ADDITIONAL FRAM/maINSTRUCTIONS 19'-4"RENOVATE EXISTING FRONT PORCH DRAWINGS SUBMITTED FOR 72'-8" EXISTING WOOD FRAME GROUND FLOOR BUILDING PERMIT. NO o417114 WORK TO COMMENCE UNTIL OF PERMIT IS ISSUED GROUND FLOOR DEMOLITION PLAN ------------- noxLc. 1/*'~1'-0^ �� FLOOR �Q�� I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL STATE THAT TO THE BEST OF MY DEMOLITION PLAN KNOWLEDGE,BELIEF AND'�ROFESSIONAL JUDGEMENT,THESE N�U�U��0.0�0�� PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE ?qP#WxBY' om CONSTRUCTION LEGEND EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED NEW 8"THICK POURED CONCRETE FOUNDATION WALL OVER NEW 8"THK X 16" WIDE CONCRETE FOOTING.5/8"X 12" LONG =71 ANCHOR BOLTS 12" FROM CORNERS AND PLACED AT 36"O.C. NEW 2 X 4 WD STUDS @16"O.C.WITH 5/8"GYPSUM WALL BOARD ON BOTH SIDES.SOLID WOOD BLOCKING @ MIDPOINT OF STUDS TYP. NEW 2 X 6 WD STUDS @ 16"O.C.WITH 5/8"GYPSUM WALL BOARD OR M4 MOISTURE RESISTANT CEMENT BOARD IN I :!,i14 BATHROOMS WHERE TILE IS TO BE INSTALLED.SOLID WOOD BLOCKING @ MIDPOINT OF STUDS TYP. [3 4X4/4X6 WOOD POSTS OR(2)/(3)2X4 WOOD POST NAILED TOGETHER OR STEEL COLUMN DOWN(SEE PLAN) Pr,n`%T 4X4/4X6 WOOD POSTS OR (2)/(3)2X4 PRIVATE WOOD POST NAILED TOGETHER OR STEEL COLUMN ABOVE(SEE PLAN) RESIDENCE NEW DOOR, HARDWARE AND CASING 1380 JACKSON LANDING MATTITUCK NY 11952 03/2026 PPONCT N0. 3525020 EXISTING DOOR, HARDWARE AND REVISr' DATE 45'-5" EXISTING WOOD FRAME SECOND FLOOR CASING I SUBMIT FOR BUILDING PERMIT 02/2026 7,RE-SUBMIT FOR BUILDING PERMIT 03/2026 3 4 ,dl�J. ELEVATION NUMBER A300 DRAWING NUMBER DETAIL NUMBER 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON I DRAWING NUMBER THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHTTO THE ATTENTION Of W-MOVE c R1'M )V" CEILING HEIGHT-SEE PLAN THE ARCHITECT PRIOR TO COMMENCING R <R> CONSTRUCTION.THE CONTRACTOR SHALL EXISTING INTERIOR BE RESPONSIBLE FOR DISCREPANCIES EXISTING BATHROOM AND WOOD FRAME NOT REPORTED TO THE ARCHITECT ONCE BATHROOM FIXTURES TO WALLS TO REMAIN. WORK HAS COMMENCED,EXCEPT FOR LL Lu w BE REMOVED EXISTING EXISTING HIDDEN CONDITIONS WHERE APPLICABLE. > > 0 00 0 0 00 BEDROOM BATH 00 X REMOVE EXISTING F_ -1 2.PROVIDE WOOD BLOCKING IN WALL X 0 cli ci F2 0-2 FRAMING FOR ALL ACCESSORIES CNI C5 E�� I.- v; ci • SKYLIGHTS U) x 0 1 i INCLUDING BUT NOT LIMITED TO:TOWEL W (D 0 x 1-1 0 US EXISTING 0 BARS,TOILET PAPER HOLDERS,SHELVING I EXISTING INTERIOR 0 ATTACHMENT,ROBE HOOKS,GRAB BARS, U. WOOD FRAME BEDROOM 2 LL a WALLS TO REMAIN. Lij a ETC. z F203 0 I I I I z 0 3.NO WORK TO COMMENCE UNTIL A 0 L----J 0 ul(n DASHED LINE INDICATES V)w BUILDING PERMIT IS ISSUES. w WALL TO BE REMOVED DASHED LINE INDICATES w < EXIST WALL TO BE REMOVED g 4.THESE PLANS COMPLY WITH THE 2024 cr f STAIR HALL NYS ENERGY CODE. —DASHED LINE INDICATES 0 ILL 2037 F i 0 WALL BE REMOVED 0 0 EXIST STAIR AND HANDRAIL TO SECOND FLOOR TO BE REMOVED z to AND REPLACED Ln F_ w ----- ------------------- -------—- -------------- -------- x - - - w EXISTING x U? U? CNI 1 CLOSET 204] NOTE 1: ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED p E_ UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. HEADER SCHEDULE OPENING HEADER R E UP TO 4'-0" (2)2"X 8"WOOD 4f-01'TO 6'-0" (2)2"X 10"WOOD 6'-0"TO 10'-0" (2)2"X 12"WOOD I.ML-(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. A PROVIDE TWO JACK STUDS IF HEADER IS T-9"OR LARGER. t? PROVIDE ONE JACK STUDS IF HEADER IS T-9"OR SMALLER. 00 SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS < DRAWINGS SUBMITTED FOR 45'-5" EXISTING WOOD FRAME SECOND FLOOR BUILDING PERMIT. NO 04 WORK TO COMMENCE UNTIL or PERMIT IS ISSUED SECOND FLOOR DEMOLITION PLAN —----- SCALE: 114"-1'-0" ENERGY CODE COMPLIANCE STATEMENT SECOND FLOOR I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE DEMOLITION PLAN PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2024 NYS ECCC. COPYRIGHT @ ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE 1/4"44' DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECTS WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR ay PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. D�°?"N By. om ` ' ��n��U�KU��K�� LEGEND ��n�n�.� nnx��on`�o� EXISTING CONSTRUCTION TOREMAIN ~~ ~ " EXISTING CONSTRUCTION TDBEREMOVED NEW 8"THICK POURED CONCRETE ^ 777 \� FOUNDATION WALL OVER NEW 8''THNX 16" ~ `~ WIDE CONCRETE FOOTING. 5/8"X 12" LONG ANCHOR BOLTS 12" FROM CORNERS AND ~- ~~ PLACED AJ3Q"O.C. / NEW 2 X4VVD STUDS @16"D.C.WITH ~-'~ � =��" G/8"GYPSUK8WALL BOARD ONBOTH -~^ 21'0" G3''O1/4" EXIST WOOD FRAME DECK AND STAIRS(4BOVE) | " SIDES.SOLID WOOD BLOCKING @ MIDPOINT OF STUDS TYP. NEW 2 X8VVD STUDS @ 16"O.C.W|TH 5/8^GYPSUK8VV&LLBO�\RDOR mwo`mn,xu ��m ` MOISTURE RESISTANT CEMENT BOARD|N - BATHROOMS WHERE TILE |STDBE vv,~z,o/�zmm,r INSTALLED.SOLID WOOD BLOCKING @ OVER 12"DIA.CONCRETE MIDPOINT OF STUDS TYP. PIERS TO REMAIN. pi 4X4/4XG WOOD POSTS 0R(3)/(3)3X4 WOOD POST NAILED TOGETHER DRSTEEL COLUMN DOWN(SEE PLAN) BE ADDED BELOW EXISTING ACQ < In > BEAM CUT BACK TO NEW LENGTH 00 Go P�0�r�T 0��0�0�� 4�4/4%G�A}OOPOSTS0R(��)��4 �' ��0�� 8b WOOD POST NAILED TOGETHER ORSTEEL Ln cn COLUMN ABOVE(SEE PLAN) RESIDENCE ~ _� �- l380J8OKS0NLANDING NEW H�RDVV�RE�NO�4�|N� _J L- ' o - - HARDWARE�� M8JTAYUC8NY1195D rlTr 03/2026 c1slno, 3525020 - -� '�-- EXISTING DOOR HARDWARE F�«/�!VV PIERS TO REMAIN. -1 T- ' I momnmxowmmo,mmn ",/m,v X 48"DEEP CONCRETE PIERS TO Lu �� -~ ^- CASING «�o"ownmxuwmwo,mMn o:/mm � cou PIERS TO REMAIN. x ci � � 4 ELEVATION NUMBERLu (DROPPED) � = ' EMAIJI ' DR�VV|NQ NUMBER � ^�-�,___ w _ DETAIL NUMBER 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON ABOVE DRAWING NUMBER THE CONSTRUCTION DOCUMENTS WITH THOSE 8J THE SITE.ANY DISCREPANCIES a. MUST OE BROUGHT TO THE ATTENTION OF ��0: EXISTING FOUNDATION C, WALLS AND FOOTING CEILING HEIGHT-SEE PLAN THE ARCHITECT PRIOR TOCOMMENCING CONSTRUCTION.THE CONTRACTOR SHALL *at x EXPOSE INTERIOR TRAP IE 8[RESPONSIBLE FOR 0SCR[P8M0|[S NOT REPORTED TO THE ARCHITECT ONCE EXTERIOR WALLS IN DRYER I tz , / `� BOILER WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. ' > CAVITY. LAUNDRY x 00 2.PROVIDE WOOD BLOCKING|NWALL 00 EXIST C, FRAMING FOR ALL ACCESSORIES X < Y F0073 c1sl cy NEW ELECTRIC DR ER AND INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING - EXISTING MECHANICAL EQUIPMENT ATTACHMENT,RO8[H00KS.GK888kRS. EXIST 2X4 WOOD STUDS @ WASHING MACHINE W/FLOOR x VENT DRYER TO EXTERIOR AS PER 00 00 <6> 8� � 0 PROVIDE MIN 50 CFM TO REMAIN AND BE PROTECTED � PROVIDE VINYL LINER BELOW m - 3.NO WORK 0 COMMENCE UNTIL A 0 OE E:POSE INTERIOR CAVITY OF ALL CERAMIC TILE FLOOR WITH FLOOR C-4-J /r!\ EXTERIOR WALLS IN CELLAR AND ADD DRAIN AND TRAP PRIMER z LR-15 SPRAY FOAM INSULATION IN CAVITY. r2131'4 0 BUILDING PERMIT|SISSUES. EXP 1. D - 0 30X80 EXISTING FOUNDATION WALLS 0 0 AND FOOTING TO REMAIN. 4.THESE PLANS COMPLY WITH THE 2024 _^ NYS ENERGY CODE. (DROPPED) L L L[--] L --1 �XPOSE INTERIOR(ikVITY OF ALL I I EXTERIOR WALLS IN CELLAR AND ADD a 0 EXIST STEEL COLUMN WITH DS@ R-15 SPRAY FOAM INSULATION IN w CONCRETE FOOTING TO REMAIN. U) 16"D.C.INTERIOR WALL CAVITY. NEW 8"THICK POURED FOUNDATION RENO BEAM FLUSH x 0 04 0- WALL OVER 8"THICK X 16"WIDE OFFICE COLUMN OVER D POURED CONCRETE FOOTING.INSTALL 0 EXIST SLAB ON GRADE TO REMAIN NEW HSS 4X4X3/8 STEEL 5/8"ANCHOR BOLTS @ 36"D.C. Fool 16"O.C.INTERIOR WALL EXISTING FOOTING.TOP OF POST U) k) z NEW POURED CONCRETE FOUNDATION WALLS x < 002 LL EXISTING AND FOOTINGS TO BE CONNECTED TO EXISTING MECH. ROOM EXISTING L9 0 � GRADE TO REMAIN �4 FUR EXISTING FOUNDATION IL NOTE 1: EXISTING FOUNDATION.FILL HOLES HALFWAY w/ NEW HSS 3 1/2X3 "SET EPDXY-TIE BY"SIMPSON".REFER TO WALLS W/NEW 2X4 WD STUDS 1/2XI/4 STEEL COLUMN ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO MANUFACTURES INSTRUCTION AND R-15 SPRAY FOAM OVER 24"X24"XIS" EXISTING FOUNDATION INSULA 0 1 CAVI CONCRETE FOOTING.TOP UP REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED I 13R @ WALLS AND FOOTING UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. OF POST FASTENED TO TO REMAIN. IS NEW 2X4 WD STUDS 1.!S SPRAY FOAM :AV AND R- INSULA ON A EXISTING FOUNDATION WALLS BEAM IN SECOND FLOOR m OU op I I EXTENTS OF GROUND FLOOR L AND FOOT N TO REMAIN. FRAMING. uj ABOVE IS I WALLS To REM ��U�� SCHEDULE " "=�=�"~ LE N OPENING HEADER EXIST L STING ^Mc(Mmnou`M)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER rov,w/onommwmrn MEMBERS wvx AND R-15 SPRAY FOAM PRODUCT GRADE nr1ys AND STRENGTH oruasoPSI. PROVIDE TWO JACK STUDS/r HEADER/sx'e^onLARGER. INSULATION IN CAVITY. PROVIDE ONE JACK STUDS/r HEADER oom^nnSMALLER. Ho SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS DRAWINGS SUBMITTED FOR 72'-S" EXISTING POURED FOUNDATION WALLS BUILDING PERMIT. NO o,07`14 WORK TO COMMENCE UNTIL OF PERMIT IS ISSUED '---- ��,��r�� E�� I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL STATE THAT TO THE BEST OF MY ��N�� KNOWLEDGE,BELIEF AND�ROFESSIONAL JUDGEMENT,THESE N��0�N��0� � CELLAR U�N �N� PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH U�U��l�OS��K� ��U LAU� FOUNDATION �-�A�U� ~ ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE ` - ` CONSTRUCTION LEGEND U ��U� ��o�� xnv�� no��n� ��o�� EXISTING CONSTRUCTION TOREMAIN " EXISTING CONSTRUCTION TOBEREMOVED C.:; � ��------- NEW 8"THICK POURED CONCRETE " \/ FOUNDATION WALL OVER NEW 8"THK X.1G" WIDE CONCRETE FOOTING.5/Q"X 12" LDNG ANCHOR BOLTS 13" FROM CORNERS AND PLACED AT3G"D.C. n~��_ NEVV2 X4VVD STUDS @1G"CiCWITH 5/B"GYPSUM WALL BOARD DNBOTH 2'-S" 53'-2 1/4"EXISTING WD FRAME GROUND FLOOR DECK TO REMAIN SIDES.SOLID WOOD BLOCKING 6D -----' MIDPOINT OF STUDS TYP. NEW 2 XGVVD STUDS @1G"O.C.WITH G/8"GYPSUyNVVALL BOARD DR - MOISTURE RESISTANT CEMENT BOARD IN BATHROOMS WHERE TILE|STO8E INSTALLED.SOLID WOOD BLOCKING @ MIDPOINT OF STUDS TYP. NEW 36"TALL HANDRAILTO MATCH EXISTING [3 4X4/4XG WOOD POSTS OR(3)/(3)DX4 WOOD POST NAILED TOGETHER ORSTEEL COLUMN DOWN (SEE PLAN) EXISTING COMPOSITE DECKING TO REMAIN AND BE P R 1 1rCT ��D�� 4X4/4X6VVOOO POSTS OR(3��3) 2X4 PRIVATE �� CONSTRUCTION WOOD POST NAILED TOGETHER ORSTEEL - GUARDRAIL TO REMAIN ��LUK8NA8OVE(�EEpL�N) RESIDENCE REMOVE 32"OF EXISTING DECKING ADJACENT TO m NEIGHBORING PROPERTY 0 LINE. 1 0— EXISTING DECK 1380 JACKSONL8NDUNG EXISTING WOOD FRAME GROUND FLOOR _J �_ NEW DOOR, HARDWARE AND CASING MATTITUCKNY1185% �� n«�� 03/2026 PKo|8x�0, 3525020 EXISTING oE _� _- EXISTING DOOR HARDWARE REV<s|`* Cr� u' EXIST WOOD _1 �_ ' Iwo"nmxommmomxmn ommm Ft 0-0- CASING 1 STAIRS TO REMAIN T 2 RE-SUBMIT FOR BUILDING PERMIT 03/202 EXISTING EXTERIOR WOOD FRAME WALL TO AND REPLACED.REPLACE SUBSURFACE REMAIN.EXTERIOR SIDING TO BE REMOVED 3 MATERIAL AS REQUIRED.EXISTING INSULATION ELEVATION NUMBER 5 Ln x 0 - DRAWING NUMBER 60 04 4- DETAIL NUMBER t��00�0A00KSHA1iY0|�Nl NEW(2)2XIO HEADER EXISTING AND PROPOSED CONDITIONS 0N DRAWING NUMBER THE CONSTRUCTION DOCUMENTS WITH THOSE/K THE SITE.ANY DISCREPANCIES NEW 12)2X8 LVL BEAM(FLUS NEW(2)2X8 LVL NEW(2)2X8 LVL BEAM(FLUE H) NEW(2)2X12 HEADER MUST 8[BROUGHT T0 THE ATTENTION 0[ CEILING HEIGHT-SEE PLAN THE ARCHITECT PRIOR T000MMENCING CONSTRUCTION.THE CONTRACTOR SHALL 8[RESPONSIBLE FOR DISCREPANCIES MUTK[PU0IUTO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. NEW HSS 4X4X3/8 STEEL BEDROOM VOV D[WOOD 800NNG|NWALL COLUMN DOWN TO 00FRAMING FOR ALL ACCESSORIES (L <� FOUNDATION WALL EXIST 2X4 WOOD STUDS @ 0 E IST 2X6 Cj INCLUDING BUT NOT LIMITED TO:TOWEL 88R�T0|UTM\�8H000�SH[U0MG o co ATTACHMENT,K08EHOOKS.GKh8U�RS � BC. 0 NEW HSS 4X4X3/8 STEEL COLUMN Op to SHOWN AS DASHED 0 RANGE HOOD MAX 400 CFM "I OVER 48"X48'X18"CONCRETE.TOP 10 0 0 1N0 WORK T0 COMMENCE UN�i8 0 OF POST FASTENED TO BEAM IN NEW 2X4 WOOD STUDS @ LL w 5/8"GYPSUM WALL BD ON 8U|0|N0�KN�|S|�QCl 4.THESE PLANS COMPLY WITH THE 2024 *r /L NYS ENERGY CODE. LL_ NEW 4X4 WOOD POST DOWN w GO 2 0 LINE OF SECOND STORY ABOVE U- SHOWN AS DASHED In Ito�J_ EXISTING EXTERIOR WOOD FRAME LZ m 0 WALL To REMAIN.EXTERIOR SIDING TO 0 Oil - 3: EXISTING x 0 REPLACE SUBSURFACE MATERIAL AS 1 TRASH 1 0 co REQUIRED.EXISTING INSULATION IN I X z DINING RM x 28X80 I WALL CAVITY TO REMAIN. LLJ c"'I 7 / / 8 NEW WOOD STAIR 8 1/4"MAX 10 PROVIDE MIN 50 CFM EXHAUST FAN TO EXISTING EXTERIOR WOOD FRAME TALL HANDRAIL ONE SIDE N SECTION R303.3.&M1505.4.4 C*j BE REMOVED AND REPLACED. W C'4 it ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO im PRIMARY PRIMARY EXISTING REPLACE SUBSURFACE MATERIAL AS CUSTOM ENTRY DOOR TO z CIL BATH GARAGE REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED DW REQUIRED.EXISTING INSULATION IN UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. 00 ILL r2/3/4 WALL CAVITY TO REMAIN. BE SELECTED BY OWNER 0 _LIR Cm EXISTING EXTERIOR WOOD FRAME WALL TO I M I." REMAIN.EXTERIOR SIDING TO BE REMOVED NEW HSS 4X4X3/8 STEEL COLUMN -4y AND REPLACED.REPLACE SUBSURFACE DOWN TO FOUNDATION WALL P1 A ��U��|� SCHEDULE `0 Lj 3 3 EE MN EW 4X I 7W it'_6" U' F, . .�~��~°_.^ MATERIAL AS REQUIRED.EXISTING INSULATION OPENING HEADER IN WALL CAVITY TO REMAIN. �LX4 PAI 1.0 HEADER 'NO IE Po�RCH ^mc(mmpoLAm)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ML OUNDATION WALL NEW ) a ENGINEERED LUMBER roucm/mnou`m/wmEo MEMBERS wv^ PRODUCT GRADE or1.y,AND STRENGTH oru.sooPSI. pnmxoE TWO JACK STUDS/p HEADER su"o^onLARGER. pnmxos ONE JACK STUDS/F HEADER oo`y^onSMALLER. 040 + LEQ EQ 8'-0 1/2" 20'-11 2" SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS 72'-S"EXISTING WOOD FRAME GROUND FLOOR BUILDING PERMIT. NO 041 A4 DECORATIVE COMPOSITE COLUMNS—/ EXISTING EXTERIOR WOOD FRAME WALL TO T WORK TO COMMENCE UNTIL WITH CENTER 4X4 WOOD POST SEE REMAIN.EXTERIOR SIDING TO BE REMOVED 4�10F srnxpp/wu xmonspu�so�ns o�x/us� � REPLACE SUBSURFACE PERMIT IS ISSUED MATERIAL»s REQUIRED.EXISTING INSULATION ----------------'--- m WALL CAVITY noREMAIN. 01 .1 ENERGY CODE COMPLIANCE STATEMENT ��0�� A3001 I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTEREDDESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY ��%�� FLOOR �� 0�K�� PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PP��U�0 �NU ` 01 PROPOSED GROUND FLOOR PLAN COPYRIGHT @ ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN - CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY -----------------'---- MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECTS WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: 3 DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. �� CONSTRUCTION LEGEND EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED 7, NEW 8"THICK POURED CONCRETE FOUNDATION WALL OVER NEW 8"THK X 16" WIDE CONCRETE FOOTING. 5/8"X 12" LONG ANCHOR BOLTS 12" FROM CORNERS AND PLACED AT 36"O.C. C�x NEW 2 X 4 WD STUDS @ 16"O.C.WITH 5/8"GYPSUM WALL BOARD ON BOTH SIDES.SOLID WOOD BLOCKING @ MIDPOINT OF STUDS TYP. NEW 2 X 6 WD STUDS @ 16"O.C.WITH 5/8"GYPSUM WALL BOARD OR I?''Mvh,' R' MOISTURE RESISTANT CEMENT BOARD IN V R 1 L V1"'Uv 1 1, '2 BATHROOMS WHERE TILE IS TO BE INSTALLED.SOLID WOOD BLOCKING @ MIDPOINT OF STUDS TYP. [3 4X4/4X6 WOOD POSTS OR(2)/(3)2X4 WOOD POST NAILED TOGETHER OR STEEL COLUMN DOWN(SEE PLAN) 4X4/4X6 WOOD POSTS OR(2)/(3)2X4 PRIVATE WOOD POST NAILED TOGETHER OR STEEL COLUMN ABOVE(SEE PLAN) RESIDENCE NEW DOOR, HARDWARE AND CASING 1380 JACKSON LANDING MATTITUCK NY 11952 DATE' 03/2026 3525020 A300 EXISTING DOOR, HARDWARE AND CASING I SUBMIT FOR BUILDING PERMIT 02/2026 2 RE-SUBMIT FOR BUILDING PERMIT 03/2026 ELEVATION NUMBER 5 45'-5" EXIST WOOD FRAME SECOND FLOOR A300 DRAWING NUMBER 111-311 12'-8 1/2" 131-1" 8'-4 1/2" DETAIL NUMBER 1.THE CONTRACTOR SHALL VERIFY ALL NEW 4X4 WOOD EXISTING AND PROPOSED CONDITIONS ON < POST DOWN DRAWING NUMBER THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF NEW(2)2XI2 HEADER NEW(2)2XI2 HEADER CEILING HEIGHT-SEE PLAN THE ARCHITECT PRIOR TO COMMENCING 13'-10" k24X 0 21-01. CONSTRUCTION.THE CONTRACTOR SHALL E RESPONSIBLE FOR DISCREPANCIES NEW 2X4 WOOD STUDS @ PROVIDE MIN 50 CFM EXHAUST FAN TO NOT REPORTED TO THE ARCHITECT ONCE 16"O.C.INTERIOR WALL 0 EXTERIOR AS PER 2025 RCNYS WORK HAS COMMENCED,EXCEPT FOR V) SECTION R303.3.&M1505.4.4 HIDDEN CONDITIONS WHERE APPLICABLE. P1 RENO RENO RENO c� 24XSO 28X80 BEDROOM BATH BEDROOM 2 2.PROVIDE WOOD BLOCKING IN WALL Do If FRAMING FOR ALL ACCESSORIES F20:71 202 7 2SX80 F2 F INCLUDING BUT NOT LIMITED TO:TOWEL 12.00 REQD.GLAZE 17.12 REQD.GLAZE BARS,TOILET PAPER HOLDERS,SHELVING ATTACHME ROBE HOOKS,GRAB BARS 0 21.60 PROV.GLAZE 21.60 PROV GLAZE 0 NT, , OD 0 01 06.00 REQD.VENT M x ' 08.56 REQD VENT cy) ETC. LL 04 13.10 PROV.VENT 13.10 PROV.VENT ILI- a — NEW a 3.NO WORK TO COMMENCE UNTIL A z z 0 BATH PROVIDE MIN 50 CFM EXHAUST FAN TO 0 BUILDING PERMIT IS ISSUES. Lu F200-] ---EXTERIORASPER2025RCNYS Lu W SECTION R303.3,&M1505.4.4 U) 4.THESE PLANS COMPLY WITH THE 2024 Lu 4 t Lu 2 ___T_j NYS ENERGY CODE. r2 -,IIII, < I EXIST m 32X80 EXIST 2X4 WOOD STUDS @ CE >_— ILI- EXISTING EXTERIOR WOOD FRAME STAIR HALL r6 F 16"D.C.INTERIOR WALL ILL a WALL TO REMAIN.EXTERIOR SIDING TO a N�� 0 <6> BE REMOVED AND REPLACED. 4> 203 A401 0 0 'L 0 REPLACE SUBSURFACE MATERIAL AS 30X80 EXISTING EXTERIOR WOOD FRAME REQUIRED.EXISTING INSULATION IN DN WALL TO REMAIN.EXTERIOR SIDING TO WALL CAVITY TO REMAIN. BE REMOVED AND REPLACED. x x REPLACE SUBSURFACE MATERIAL AS LLI Lu ------ --------------------------- -------- -------- - -------- --------- REQUIRED.EXISTING INSULATION IN L9 EXISTING WALL CAVITY TO REMAIN. ;t 1? CV ;t c 16"TALL CLOSET 04 HANDRAIL 2074 NEW WOOD STAIR 8 1/4"MAX RISER AND 10"TREADS.36"TALL NOTE 1: HANDRAIL ONE SIDE ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. HEADER SCHEDULE EQ EQ OPENING HEADER T EQ EQ UP TO 4'-0" (2)2"X 8"WOOD T 41-011 TO 6'-0" (2)2"X 10"WOOD 6'511 EQ EQ 61-5" 6'-0"TO 10'-0" (2)2"X 12"WOOD 'ML'(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A PRODUCT GRADE OF 19E AND STRENGTH OF 2,650 PSI. PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. LLL A PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. 45'-5" EXIST WOOD FRAME SECOND FLOOR SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS *4 T I I DRAWINGS SUBMITTED FOR -77M I BUILDING PERMIT. NO 041714 WORK TO COMMENCE UNTIL OF I PERMIT IS ISSUED A 300 ol —IN ENERGY CODE COMPLIANCE STATEMENT PROPOSED I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE SECOND FLOOR PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PROPOSED SECOND FLOOR PLAN SECTION R105.2.2 OF THE 2024 NYS ECCC. PLAN SCALE: 1/4"-1'-0" ol COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECTS WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR A I PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. BY: DM CONSTRUCTION LEGEND EXISTING CONSTRUCTION TO REMAIN cn EXISTING CONSTRUCTION TO BE REMOVED PITa ram. NEW 8"THICK POURED CONCRETE FOUNDATION WALL OVER NEW 8"THK X 16" WIDE CONCRETE FOOTING. 5/8"X 12" LONG ANCHOR BOLTS 12" FROM CORNERS AND PLACED AT 36"O.C. NEW 2 X 4 WD STUDS @ 16"O.C.WITH 5/8"GYPSUM WALL BOARD ON BOTH J, SIDES.SOLID WOOD BLOCKING @ MIDPOINT OF STUDS TYP. NEW 2 X 6 WD STUDS @ 16"O.C.WITH 5/8"GYPSUM WALL BOARD OR ? MOISTURE RESISTANT CEMENT BOARD IN BATHROOMS WHERE TILE IS TO BE INSTALLED.SOLID WOOD BLOCKING @ MIDPOINT OF STUDS TYP. 4X4/4X6 WOOD POSTS OR(2)/(3)2X4 WOOD POST NAILED TOGETHER OR STEEL COLUMN DOWN(SEE PLAN) 4X4/4X6 WOOD POSTS OR(2)/(3)2X4 PRIVATE WOOD POST NAILED TOGETHER OR STEEL COLUMN ABOVE(SEE PLAN) RESIDENCE NEW DOOR, HARDWARE AND CASING 1380 JACKSON LANDING MATTITUCK NY 11952 03/2026 PROJECT P9, 3525020 EXISTING DOOR, HARDWARE AND PFIP�I`N r!TT. CASING I SUBMIT FOR BUILDING PERMIT 02/2026 72'-8" EXIST WOOD FRAME ROOF RE-SUBMIT FOR BUILDING PERMIT 03/2026 ELEVATION NUMBER DRAWING NUMBER DETAIL NUMBER 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON DRAWING NUMBER THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF CEILING HEIGHT-SEE PLAN THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. w > jr 0 NEW ASPHALT ROOF 0 km m co 2.PROVIDE WOOD BLOCKING IN WALL SHINGLES OVER 30LB FELT 0 t < 2: w 0 00 00 00 FRAMING FOR ALL ACCESSORIES x 0 AND ICE AND WATER SHIELD CL x ci x ri cm 6 C'4 C'4 INCLUDING BUT NOT LIMITED TO:TOWEL WHERE REQUIRED I I.- =0 Ln w Ln ;D BARS,TOILET PAPER HOLDERS,SHELVING x .q x x H ui ATTACHMENT,ROBE HOOKS,GRAB BARS, ETC. 3.NO WORK TO COMMENCE UNTIL A LL ILL BUILDING PERMIT IS ISSUES. 0 ti 0 0 3 Lu w 0 > > 0 0 EXISTING 2XiO RIDGE EXISTING 2XIO RIDGE EXISTING 2XIO RIDGE w 4.THESE PLANS COMPLY WITH THE 2024 CIE w c;C'4 r 2 x OD cli 0 x 00 0 NYS ENERGY CODE. c; LL_ w 1 2 Ln (o= U- I T< X 0 a > w w w 0 0 Er 0 0 0 jr co co Er 00 00 g LL.w w x 0 x cq C-4 ci co > 00 ;> > > 00 > 00 X cr X 0 Ir 0 0 x 0 0: 0 x cr 0 x Zo X co co ct ED C4 cy x X �l X LLJ x I.- w w 00 cli 00 00 EL 00 00 00 x ci x ci x ci c"I !x ts x ri x ri 9 CN CN C'i :cy (5 C'4 ci 0 C4 6 C? z I.- z F_ z Ln z z .',co x 1I.- — ZD L't) ZD I.- SL) ZD '0 Ln ;D cy) L/) tn X �i X �q Ln w ,x -I X (n x �l w iw T< w x Lu w LLI EXISTING 2XI0 RIDGE EXISTING 2XI0 RIDGE NOTE I: EXIST PITCH EXIST PITCH ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. EXIST 2X8 RR(VIF) EXIST 2X8 RR(VIF) 16"D.C.ABOVE 16"D.C.ABOVE NEW ASPHALT ROOF NEW ASPHALT ROOF SHINGLES OVER 30LB FELT SHINGLES OVER 30LB FELT HEADER SCHEDULE AND ICE AND WATER SHIELD z AND ICE AND WATER SHIELD WHERE REQUIRED WHERE REQUIRED OPENING HEADER UP TO 4'-0" (2)2"X 8"WOOD 14 41-011 TO 61-011 (2)2"'X 10"WOOD 0 Q `gt a. (L _dl 0 15 6-0"TO 10'-0" (2)2"X 12"WOOD 9 Ll .l A400 X x w w 04 0 0 w -ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. NEW PITCH Fr NEW PITCH� ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A ZI a, PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. 14 0 IJ NEW ASPHALT ROOF SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS NEW 2X8 RR SHINGLES OVER 30LB FELT ALL VALLEYS,GABLE,AND SOFFIT ENDS AND ICE AND WATER SHIELD TO RECEIVE"GAF""WEATHER WATCH" 16"D.C.ABOVE WHERE REQUIRED SELF ADHESIVE RUBBERIZED ROOF — — — — — — — — MEMBRANE DIRECTLY TO NEW f DRAWINGS SUBM ITTED FOR PLYWOOD SHEATHING PRIOR TO EQ 12'-6 1/2"NEW WD FRAME ROOF E(Q INSTALLATION OF FELT PAPER AND BUILDING PERMIT. NO o,071 i ROOF SHINGLES.TYPICAL 26-10" T 19'-411 T 27v-6" WORK TO COMMENCE UNTIL OF PERMIT IS ISSUED 72'-8" EXIST WOOD FRAME ROOF n ENERGY CODE COMPLIANCE STATEMENT PROPOSED 11010F I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLAN PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PROPOSED ROOF PLAN SECTION R105.2.2 OF THE 2024 NYS ECCC. SCALE: 1/4"=f-O" COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECTS WORK,WITHOUT ARCHITECTS WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. I)PAWN BY- om GENERAL POOL ALARM NOTES: SWIMMING POOL TO BE EQUIPPED WITH POOL ALARM Goo GENERAL NOTES: CAPABLE OF DETECTING A CHILD ENTERING THE WATER AND GIVING AN AUDIBLE ALARM WHEN IT DETECTS A 1. THE DESIGN IS BASED ON A DRAINAGE SOIL WITH < 10%SILT.GROUND WATER SHALL NOT CHILD ENTERING THE WATER. " EXIST WITHIN THE LIMITS OF THE EXCAVATION. IF GROUND WATER EXISTS WITHIN 6'-0" BELOW GRADE,SPECIAL DEWATERING FACILITIES WILL BE REQUIRED.WATER DISPOSAL IS LIMITED TO IS AUDIBLE POOLSIDE AND AT ANOTHER LOCATION ON OWNER'S PROPERTY. THE PREMISES WHERE THE SWIMMING POOL IS LOCATED. "'• � 2. NO SURCHARGE ALLOWED WITHIN A 4'-0"OF SHALLOW END AND 6'-0"OF DEEP END. 3. THE PNEUMATICALLY APPLIED CONCRETE(GUNITE)SHALL BE 1:4 MIX WITH A MAXIMUM OF IS INSTALLED, USED AND MAINTAINED IN ACCORDANCE " 36'-0" 3-1/2 GALLONS OF WATER PER SACK OF CEMENT. WITH THE MANUFACTURES'S INSTRUCTIONS. 4. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLLET STEEL WITH A MINIMUM LAP OF ' " ^ 30 BAR DIAMETERS. COMPLY WITH ASTM F2208,AS LISTED IN SECTION 5. POOL WATER SUPPLY BY OWNERS GARDEN HOSE. POOL TO BE KEPT FULL DURING FREEZING AG109,AND SHALL BE INSTALLED, USED AND WEATHER. MAINTAINED IN ACCORDANCE WITH THE - 6. PUMP CAPACITY TO BE SUFFICIENT TO EMPTY POOL IN 24 HOURS. MANUFACTURER'S INSTRUCTION AND SPECIFICATIONSp a 7. WATER SHALL BE DISPOSED OF IN A PROPER MANOR AND IN ACCORDANCE WITH THE NEW 3 i i YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION(DEC)AND SUFFOLK COUNTY IS NOT AN ALARM DEVICE WHICH IS LOCATED ON PERSON A105 I HEALTH DEPARTMENT. PE)OR WHICH IS DEPENDENT ON(S)FOR PROPER OPERATIONDVICES(S) LOCATED ON MULTIPLE POOL ALARMS.A POOL ALARM INSTALLED STEEL REINFORCEMENT SCHEDULE PURSUANT TO CODE MUST BE CAPABLE OF DETECTING — — DEPTH < 5'-0" > 5'-0" ENTRY INTO THE WATER AT ANY POINT ON THE SURFACE \ \ I HORIZ. 12"0.C. 8"0.C. POOL SCHEDULE OF THE SWIMMING POOL. IF NECESSARY TO PROVIDE GUNITE STEPS 8"MAX RISER AND 12"TREADS VERT. 12"O.C. 6 0.C. APPROX.AREA 800 SQ.FT. DETECTION CAPABILITY AT EVERY POINT ON THE SURFACE / I BOTTOM 6 X 6 X 10 WIRE MESH APPROX.CAPACITY- 43,800 GALLONS OF THE SWIMMING POOL, MORE THAN ONE POOL ALARM NEW 1 DRY ELLIFOR POOL SHALL DISCHARGE AND I _ E INSTALLED O L — — — OVERFLOW(SEE SITE bo I PLAN FOR DRYWELL HAIR&LINT CATCHER SKIMMER --—— 1 / LOCATION) 1-1/1WASTE FILTER DN PUMP WATER LINE PRIVATE POOL ALARM SPECIFICATION RESIDENCE DEEP END I SHALLOW END —� �J SWIMMING POOL TO BE EQUIPPED WITH TWO(2) (S'FEET) — I— (4 FEET) "POOLGUARD" MODEL NUMBER"PGRM-2" POOL ALARMS. 2 2 36" MIN ONE"PGRM-2"POOL ALARM IS CAPABLE OF COVERING A 1380 JACKSON LANDING A105 i i A105 (2)M IN DRAINS 760 SQ. FT.SWIMMING POOL. MATTITUCK NY 11952 12"COPING -ffL CONTACT 1-800-242-7163 FOR ANY QUESTIONS OR 0`11TE° 03/2026 1-1/2"RETURN TO INLET COMMENTS FPOJFCT NG. 3525020 Et`>"fnpl "ATE' I SUBMIT FOR BUILDING PERMIT 02/2026 3 14/2" 2 RE-SUBMIT FOR BUILDING PERMIT 03/2026 A105 "POOLGUARD"ALARM MODEL DRAIN NOTE: SWIMMING POOL NOTES: 3 NUMBER PGRM-2 4 A MIN OF 2 SUCTION OUTLETS SHALL BE PROVIDED FOR THE MAIN DRAIN LINE AND BE SEPARATED IN-GROUND POOL SHALL BE DESIGNED AND G BY A MIN DISTANCE OF 3 FEET. EACH SUCTION OUTLET SHALL BE EQUIPPED WITH A COVER CONSTRUCTED IN CONFORMANCE WITH ANSI/NSPI-5 AS C CONFORMING TO ANSI/ASME Al12.19.8 OR HAVE A MIN PROJECTED DIMENSION OF 18" BY 23". LISTED IN SECTION AG108. DUAL SUCTION OUTLET COVERS SHALL BE HAYWARD WG SERIES OR EQUAL WHERE THE MIN PROJECTED DIMENSION OF THE SUCTION OUTLET IS LESS THAN 18"X 23" IN-GROUND POOL SHALL BE DESIGNED AND Ls TLS: CONSTRUCTED IN CONFORMANCE WITH THE 2025 1.THE CONTRACTOR SHALL VERIFY ALL POOL LAYO U OT PLAN INTERNATIONAL RESIDENTIAL BUILDING CODE EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH 0__PROPOSED PROPOSED POOL(760 SQ Fr) THOSE AT THE SITE.ANY DISCREPANCIES SWIMMING POOL ENCLOSURES,SAFETY DEVICES, POOL MUST A BROUGHTANYDISCREPANCIE F SCALE: 1/4"= 1'-o" BARRIERS,GATES,ALARMS AND DOORS ON DWELLING MUSTTHE BE BROUTECT GHT THE RIOR COMMENCING NG SHALL COMPLY WITH THE 2025 INTERNATIONAL CONSTRUCTION.THE CONTRACTOR SHALL RESIDENTIAL BUILDING CODE BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. FENCE AND GATE NOTES: 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES GC TO INSTALL 4'TALL FENCE AS DRAWN (OR SIMILAR INCLUDING BUT NOT LIMITED TO:TOWEL POOL CODE COMPLIANT FENCING) BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, GC TO PROVIDE SELF CLOSING AND SELF LATCHING 4' ETC. TALL GATES WITH PAD LOCK AT FENCE ACCESS POINTS 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2024 NYS ENERGY CODE. SEE STEEL REINFORCEMENT CHART GATES TO SWING OUT AWAY FROM POOL AUTOMATIC SKIMMER INLET FITTING UNDER WATER LIGHT SEE STEEL REINFORCEMENT CHART POOL AND CHILD ` a SAFETY GATE MAGNA TOP PULL LATCH BY ='• 'STANLEY" O WATER LINE MODEL# "STANLEY"HD MTL N346-551 GATE HINGE SELF s' u SELF LATCHING CLOSING — — — 3 LOCATED ON INTERIOR ��-- SIDE OF ENCLOSURE /4"X 3/4"ALUMINUM wr I L E GATE SPINDLES. ' < FACING COLOR TO BE BRONZE W \ <. '. OR BLACK U DO a U Z SPINDLES TO BE Q J (3)#4 BARS CON H PLACED NOT TO J BOND BEAM ALL (2)MAIN DRAINS AROUND TIES @ j ALLOW A 4"SPHERE 00 TO PASS THROUGH q _ 12"O.C. X C? GATES TO BE 36"WIDE - N X 48"TALL W/SELF A x :•:, >L`c;:` +? - MARBLE DUST CLOSING&LATCHING DRAWINGS SUBMITTED FOR LHO 'y�,r, FINISH 13 4 OR OUT SWING GATE AND 4 44 MM FENCE MUST COMPLY BUILDING PERMIT /'r`�'o� �'��, �`r, 3'-0" #3 BARS < WITH AG105.3 OF VERTICAL AND RADIUS VARIES (MAX) RESIDENTIAL CODE 3?. HORIZONTAL SEE .; 6"TO 24"SHALLOW END 2025 CHART FOR - 25"UP ON DEEP END SPACING NO WORK TO COMMENCEa�� '� 12'-0" - -0" 14'-0" ' ° . `#- ., " UNTILL BUILDING PERMIT IS OF N - T RECEIVED CV 8"CONCRETE SLAB �� ,•..-� �. �••_ - ENERGY CODE COMPLIANCE STATEMENT PROPOSED I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED PLANS AND PROPOSED POOL SECTION (D—_POOL WALL SECTION ESTATE GATE AT POOL & FENCET OF MY DESIGN PROFESSIONAL,ONSAREINC STATE THAT O TUBEHE EWTTH KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2 4, 2025 NYSECCC AND WITH THE 2025 NYSECCC SUPPLEMENT. DETAILS SCALE: NTS SCALE: NTS T SCALE: NTS (OR SIMILAR) COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY - MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. [is DNI CENTRAL AIR-CONDITIONING NOTES: POWER LEGEND AIR CONDITIONING TYPICAL THROUGHOUT.ALL 120 VOLT/15AMP DUPLEX OUTLET DUCTWORK TO BE INSULATED.AIR HANDLERS TO BED ON VIBRATION ISOLATORS. UNITS TO SPECIFIED BY HERS RATER(IF APPLICABLE).G.C.TO INSTALL s 1/2 SWITCHED 120 VOLT 15AMP WHOLE HOUSE ELECTRIC AIR CLEANERS IN ALL DUPLEX OUTLET SYSTEMS. GFCI 20 AMP/120 VOLT DUPLEX OUTLET ., REFER TO MANUAL D,J AND S FOR MECHANICAL DEDICATED GFCI PROTECTED SYSTEM SPECIFICATIONS(IF APPLICABLE). 20 20 AMP/120 VOLT DUPLEX OUTLET DEDICATED c FLOOR TO BE FED VIA DUCT WORK MOUNTED ON CEILING (� Q 120 VOLT QUAD OUTLET-ONE OUTLET TO BE DEDICATED 20 AMP �• DUCTWORK DRAWN IS DIAGRAMMATIC AND IS TO BE ,;U_,,;-:: = SIZED BY GENERAL CONTRACTOR. DUCTWORK TO BE 120/20 120 VOLT/20 AMP DEDICATED INSTALLED TIGHT TO CEILINGS HARDWIRE SUPPLY PLUMBING NOTES (h 120/15 120 VOLT/15 AMP DEDICATED HARDWIRE SUPPLY iF r!I,,r)rl.!?L> c zo2A PLUMBING FIXTURES AND FITTINGS TO BE SPECIFIED c LI NAC,i ": '14 BY OWNER.VERIFY STYLE, MANUFACTURE,AND (h 240/3o 220 VOLT 30 AMP DEDICATED COLOR PRIOR TO ORDERING.G.C.TO PROVIDE HARDWIRE SUPPLY ALLOWANCES DIGITAL WALL THERMOSTAT BY"LUX" GC TO INSTALL 3/4 PEX SUPPLY LINES TYPICAL AND TM PVC DRAIN AND VENT LINES. NO WET VETS ARE PERMITTED.GC TO INSTALL NO-HUB BELOW SLABS. O TELEPHONE JACK-HOME RUN TO G.0 TO VERIFY WITH BUILD DEPARTMENT MATERIALS T TELEPHONE PANEL OF PLUMBING TO BE USED. (CAT 3-4 PAIR) ------�— ------- PROIrCT INSPECTIONS: CALE Oo TOT ELEPHONEIPANEL ON K-HOME RUN PRIVATE G.C. IS SOLEY RESPONSIBLE FOR OBTAINING (RG-6 CABLE) RESIDENCE PERMITS AND INSPECTIONS/SIGN OFFS FROM CABLE MODEM HOME RUN TO UNDERWRITERS. OO TELEPHONE PANEL GAS SUPPLY: (CAT 5-4 PAIR WIRE) BARBEQUE, RANGES,WALL OVENS, DRYERS, } RECESSED 4" LIGHT FIXTURE 1380 JACKSON LANDING GENERATOR AND ALL GAS FIREPLACES TO RUN ON PROVIDE LENS AT CLOSETS&TUBS MATTITUCK NY 11952 GAS.G.C.TO RUN IRON PIPE TO APPLIANCES. Qs SURFACE MOUNTED FIXTURE "`'Rr 03/2026 aOLCT t°° 3525020 Q WALL MOUNTED LIGHT FIXTURE RL°d�S; �' n$TC � SUBMIT FOR BUILDING PERMIT 02/2026 QEXHAUST FAN TO EXTERIOR 2RE-SUBMIT FOR BUILDING PERMIT 03/2026 WALL SWITCH 4 r CARBON MONOXIDE I° cM ALARM DEVICE sD SMOKE DETECTING ALARM DEVICE 1.TES: .THE CONTRACTOR SHALL VERIFY ALL - - EXISTING AND PROPOSED CONDITIONS ON UC UNDER COUNTER LINEAR LITE.GC TO THE CONSTRUCTION DOCUMENTS WITH INSTALL ON SEPERATE CIRCUIT THOSE ATTHE SITE.ANY DISCREPANCIES GF I GFCI MUST BE BROUGHT TO THE ATTENTION OF MAIN -�+�. -� �+�• ---� - NEW ELECTRIC PANEL TO INSTALLED THE ARCHITECT PRIOR TO COMMENCING O O A o -- a ELEC AS NEEDED. PANEL TO BE MOUNTED CONSTRUCTION.THE CONTRACTOR SHALL TRAP (� l' ' pcl / < BE RESPONSIBLE FOR DISCREPANCIES ,/ PANEL IN METAL STUD CAVITY OR TO BOILER 24"X48"X3 4"WOOD PANEL ON NOT REPORTED TO THE ARCHITECT ONCE I i o CONCRETE WALL WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. EW s NEW LAUNDRY O ATH I �� a 2.PROVIDE WOOD BLOCKING IN WALL 0 33 0014 j HWH a FRAMING FOR ALL ACCESSORIES HVAC LEGEND INCLUDING BUT NOT LIMITED T0:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING n ATTACHMENT,ROBE HOOKS,GRAB BARS, A/C REGISTER ON CEILING ETC. 97\ f --- i CR e -__ ,�J ' `��\ ,'� 3.NO WORK TO COMMENCE UNTIL A �V t BUILDING PERMIT IS ISSUES.o i A/C REGISTER ON FLOOR I � I R 4.THESE PLANS COMPLY WITH THE 2024 \ti i NYS ENERGY CODE. i O / O O O - I TM DIGITAL WALL THERMOSTAT BY"LUX" 1 / / F_+M-----------/ EXISTING i (a 2 � UNEXCAVATED EGRESS RENO I EXISTING i �� EXISTING WELL OFFICE CELLAR LOUNGE ------ MECH. ROOM 001 002 005 / 1 R Ca8" W A� Tl_- 4 � §" � � z W OO EXISTING UNEXCAVATED ENERGY CODE COMPLIANCE STATEMENT I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2024 NYS E;CCC. NOTE 1: ELECTRICIAN TO WIRE ALL DEVICES AND EQUIPMENT TO CODE. ELECTRICIAN TO VERIFY .St 041714 ALL POWER REQUIREMENTS AT ALL EQUIPMENT J �rF OF r - NOTE 2: - 2 SWITCHES FOR A LIGHT REQUIRES 2 3WAY PROP. CELL SWITCHES ELECTRICAL -3 OR MORE SWITCHES FOR A LIGHT REQUIRES 2 3 WAYS SWITCHES AND A FOUR WAY IN BETWEEN. CAN HAVE MANY FOUR WAY BETWEEN THE THREE P 1 PROPOSED CELLAR / FOUNDATION ELECTRICAL PLAN WAYS. LAN COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE — --- --• - -- DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. OPSAWq FzY° DM CENTRAL AIR-CONDITIONING NOTES: POWER LEGEND affii.ankeGwbw.sa:.miwiww 1 , AIR CONDITIONING TYPICAL THROUGHOUT.ALL 120 VOLT/15AMP DUPLEX OUTLET .gam 's DUCTWORK TO BE INSULATED.AIR HANDLERS TO BE ON VIBRATION ISOLATORS. UNITS TO SPECIFIED BY HERS RATER(IF APPLICABLE).G.C.TO INSTALL S 1/2 SWITCHED 120 VOLT 15AMP WHOLE HOUSE ELECTRIC AIR CLEANERS IN ALL DUPLEX OUTLET SYSTEMS. (�GFCI 20 AMP/120 VOLT DUPLEX OUTLET REFER TO MANUAL D,J AND S FOR MECHANICAL TT DEDICATED GFCI PROTECTED SYSTEM SPECIFICATIONS(IF APPLICABLE). 20 20 AMP/120 VOLT DUPLEX OUTLET DEDICATED FLOOR TO BE FED VIA DUCT WORK MOUNTED ON CEILING Q 120 VOLT QUAD OUTLET-ONE OUTLET TO BE DEDICATED 20 AMP DUCTWORK DRAWN IS DIAGRAMMATIC AND IS TO BE ,m„,. • SIZED BY GENERAL CONTRACTOR. DUCTWORK TO BE (h 120/20 120 VOLT/20 AMP DEDICATED INSTALLED TIGHT TO CEILINGS `�' HARDWIRE SUPPLY PLUMBING NOTES 120/15 120 VOLT/15 AMP TT DEDICATED HARDWIRE SUPPLY PLUMBING FIXTURES AND FITTINGS TO BE SPECIFIED BY OWNER.VERIFY STYLE, MANUFACTURE,AND 240/3o 220 VOLT/30 AMP DEDICATED COLOR PRIOR TO ORDERING.G.C.TO PROVIDE HARDWIRE SUPPLY ALLOWANCES DIGITAL WALL THERMOSTAT BY"LUX" GC TO INSTALL 3/4 PEX SUPPLY LINES TYPICAL AND TM PVC DRAIN AND VENT LINES. NO WET VETS ARE PERMITTED.GC TO INSTALL NO-HUB BELOW SLABS. O TELEPHONE JACK-HOME RUN TO G.0 TO VERIFY WITH BUILD DEPARTMENT MATERIALS TELEPHONE PANEL OF PLUMBING TO BE USED. (CAT 3-4 PAIR) ---- ------- Pl?r' CT INSPECTIONS: (S TOTELEPHONECALE IPANEL ON K-HOME RUN PRIVATE G.C. IS SOLEY RESPONSIBLE FOR OBTAINING (RG-6 CABLE) RESIDENCE PERMITS AND INSPECTIONS/SIGN OFFS FROM CABLE MODEM HOME RUN TO UNDERWRITERS. OC TELEPHONE PANEL GAS SUPPLY: (CAT 5-4 PAIR WIRE) 1380 JACKSON LANDING RECESSED 4" LIGHT FIXTURE BARBEQUE, RANGES,WALL OVENS, DRYERS,GENERATOR AND ALL GAS FIREPLACES TO RUN ON PROVIDE LENS AT CLOSETS &TUBS MlATTITUCK NY 11952 GAS.G.C.TO RUN IRON PIPE TO APPLIANCES. 05 SURFACE MOUNTED FIXTURE GATF: 03/2026 Nlir rC`:F°O 3525020 A WALL MOUNTED LIGHT FIXTURE PIVISICN D4TL SUBMIT FOR BUILDING PERMIT 02/2020 EXISTING DN REAR DECK ❑F EXHAUST FAN TO EXTERIOR 2RE-SUBMIT FOR BUILDING PERMIT 03/2026 100 3 WALL SWITCH ,g r. CARBON MONOXIDE R cM ALARM DEVICE SMOKE DETECTING __ _..._..,__. ...... __,.__._...._._...__ GFCI GFCI ALARM DEVICE NPTNT 1.THE CONTRACTOR SHALL VERIFY All EXISTING AND PROPOSED CONDITIONS ON UC UNDER COUNTER LINEAR LITE.GC TO THE CONSTRUCTION DOCUMENTS WITH INSTALL ON SEPERATE CIRCUIT THOSE AT THE SITE.ANY DISCREPANCIES f MUST BE BROUGHT TO THE ATTENTION OF NEW ELECTRIC PANEL TO INSTALLED THE ARCHITECT PRIOR TO COMMENCING NEW Y~ �IF iGFCI ELEC AS NEEDED. PANEL TO BE MOUNTED CONSTRUCTION.THE CONTRACTOR SHALL LIVING RM ' —Jt PANEL BE RESPONSIBLE FOR DISCREPANCIES NEW` IN METAL STUD CAVITY OR TO NOT REPORTED TO THE ARCHITECT ONCE 102 1 PR �� 24"X48"X3/4"WOOD PANEL ON WORK HAS COMMENCED,EXCEPT FOR GFCI \ 105 / / s / ff CONCRETE WALL HIDDEN CONDITIONS WHERE APPLICABLE. r f f 2.PROVIDE WOOD BLOCKING IN WALL z / r �`` HVAC LEGEND FRAMING FOR ALL ACCESSORIES nQ i INCLUDING BUT NOT LIMITED T0:TOWEL } C °r PRIMARY BARS,TOILET PAPER HOLDERS,SHELVING BEDROOM ATTACHMENT,ROBE HOOKS,GRAB BARS, z _,,�� ry 108 Y A/C REGISTER ON CEILING ETC. ut a CR 10 `� /� 3.NO WORK TO COMMENCE UNTIL A U \� / A/C REGISTER ON FLOOR BUILDING PERMIT IS ISSUES. r, O "� F2 4.THESE PLANS COMPLY WITH THE 2024 I I so NYS ENERGY CODE. i I TM DIGITAL WALL THERMOSTAT BY"LUX" i I _ - so�_ EXISTING GARAGE f 1 � t / r7l M TRASI EXISTING FOYER NEW KITCHEN l I �' F `- GFCI I D1 +_ --- l RICL RY i I BATHI RY LLLLI L_---J NEW \� 106 ---, 107 DINING RM N :103 _ I ——1 i GFCI EXISTING GFcI - �_ FRONT PORCH i 108 ENERGY CODE COMPLIANCE STATEMENT ❑ [Ell ❑ I THE HEREBY UNDERSIGNED NEW PORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY Ei KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH �'t$G�+ A I?C/y� SECTION R105.2.2 OF THE 2024 NYS ECCC. t``L �^ NOTE 1: .. ELECTRICIAN TO WIRE ALL DEVICES AND EQUIPMENT TO CODE. ELECTRICIAN TO VERIFY ►t, 04171 ALL POWER REQUIREMENTS AT ALL EQUIPMENT OF NOTE 2: GRU - 2 SWITCHES FOR A LIGHT REQUIRES 2 3WAY PROP• ND SWITCHES FLOOR -3 OR MORE SWITCHES FOR A LIGHT REQUIRES 2 3 WAYS SWITCHES AND A FOUR WAY IN BETWEEN. PROPOSED GROUND FLOOR ELECTRICAL PLAN CAN HAVE MANY FOUR WAY BETWEEN THE THREE ELECTRICAL1' WAYS. SCALE: 1/4"-1'-0" PLAN COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE -------- -- - - DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECTS WRITTEN CONSENT. w _ OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. CENTRAL AIR-CONDITIONING NOTES: POWER LEGEND AIR CONDITIONING TYPICAL THROUGHOUT.ALL 120 VOLT/15AMP DUPLEX OUTLET L DUCTWORK TO BE INSULATED.AIR HANDLERS TO BE ON VIBRATION ISOLATORS. UNITS TO SPECIFIED BY 0 HERS RATER(IF APPLICABLE).G.C.TO INSTALL 1/2 SWITCHED 120 VOLT 15AMP WHOLE HOUSE ELECTRIC AIR CLEANERS IN ALL S DUPLEX OUTLET < ; � SYSTEMS. ( GFCI 20 AMP/120 VOLT DUPLEX OUTLET ` REFER TO MANUAL D,J AND S FOR MECHANICAL 1T DEDICATED GFCI PROTECTED '°: SYSTEM SPECIFICATIONS(IF APPLICABLE). 20 20 AMP/120 VOLT DUPLEX OUTLET DEDICATED Q FLOOR TO BE FED VIA DUCT WORK MOUNTED ON CEILING (� Q 120 VOLT QUAD OUTLET-ONE OUTLET TO BE `��' DEDICATED 20 AMP DUCTWORK DRAWN IS DIAGRAMMATIC AND IS TO BE SIZED BY GENERAL CONTRACTOR. DUCTWORK TO BE (� 120/20 120 VOLT/20 AMP DEDICATED INSTALLED TIGHT TO CEILINGS �(' HARDWIRE SUPPLY PLUMBING NOTES 120/15 120 VOLT/15 AMP TT DEDICATED HARDWIRE SUPPLY PLUMBING FIXTURES AND FITTINGS TO BE SPECIFIED BY OWNER.VERIFY STYLE, MANUFACTURE,AND 240/3o 220 VOLT/30 AMP DEDICATED COLOR PRIOR TO ORDERING.G.C.TO PROVIDE HARDWIRE SUPPLY ALLOWANCES DIGITAL WALL THERMOSTAT BY"LUX" GC TO INSTALL 3/4 PEX SUPPLY LINES TYPICAL AND TM PVC DRAIN AND VENT LINES. NO WET VETS ARE PERMITTED.GC TO INSTALL NO-HUB BELOW SLABS. O TELEPHONE JACK-HOME RUN TO G.0 TO VERIFY WITH BUILD DEPARTMENT MATERIALS TELEPHONE PANEL OF PLUMBING TO BE USED. (CAT 3-4 PAIR) _..... _...__.._.._...___..._e.__.� PlnlFCT INSPECTIONS: O CABLE PHONEION JACK A K-HOME RUN PRIVATE TO TELG.C. IS SOLEY RESPONSIBLE FOR OBTAINING (RG-6 CABLE) E$I E PERMITS AND INSPECTIONS/SIGN OFFS FROM CABLE MODEM HOME RUN TO �? UNDERWRITERS. O TELEPHONE PANEL (CAT 5-4 PAIR WIRE) GAS SUPPLY: BARBEQUE, RANGES,WALL OVENS, DRYERS, RECESSED 4" LIGHT FIXTURE 1380 JACKSON LANDING GENERATOR AND ALL GAS FIREPLACES TO RUN ON PROVIDE LENS AT CLOSETS&TUBS MATTITUCK NY 11352 GAS.G.C.TO RUN IRON PIPE TO APPLIANCES. Qs SURFACE MOUNTED FIXTURE DATF° 03/2026 PRCJrEli K" 3525020 Q WALL MOUNTED LIGHT FIXTURE REVIINrli OATS F EXHAUST FAN TO EXTERIOR I SUBMIT FOR BUILDING PERMIT 02/2026 2 RE-SUBMIT FOR BUILDING PERMIT 03/2026 WALL SWITCH C CARBON MONOXIDE c, CM ALARM DEVICE SSMOKE DETECTING SD ALARM DEVICE 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON UC UNDER COUNTER LINEAR LITE.GC TO THE CONSTRUCTION DOCUMENTS WITH INSTALL ON SEPERATE CIRCUIT THOSE ATTHE SITL ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF O �\ �� I ��\ � NEW ELECTRIC PANEL TO(INSTALLED THE ARCHITECT PRIOR TOCOMMENCING BEDROOM �\ 01 _ _ ELEC AS NEEDED. PANEL TO BE MOUNTED CONSTRUCTION.THE CONTRACTOR SHALL 201 \� ►— -'' PANEL NOT REPORTEDBE LTOOTHEARCHITECTONCE w ISCREPANCIES IN METAL STUD CAVITY OR TO 24 X48 X3/4 WOOD PANEL ON WORK HAS COMMENCED,EXCEPT FOR o OI �~~ -- CONCRETE WALL HIDDEN CONDITIONS WHERE APPLICABLE. F ( REND EXISTING ( t QUEEN / 2.PROVIDE WOOD BLOCKING IN WALL BATH BEDROOM 2 r � FRAMING FOR ALL ACCESSORIES Ili \\ l�l so 202 �` j i 203 i i � HVAC LEGEND ARS,INCLUTOILETPAPEER HOLING BUT NOT ITED TO:TOWEL DERS SHEELVING w I ATTACHMENT,ROBE HOOKS,GRAB BARS, I�� J � ETC. I -Ny I a i A/C REGISTER ON CEILING �' CR i \{}j I3.NO WORK TO C 1 BATH _ T T L----J L_ BUI D NG PERMITOMMENCE TS SSUESUNTILA ® 200 so cm A/C REGISTER ON FLOOR �`� R 4.THESE PLANS COMPLY WITH THE 2024 TM DIGITAL WALL THERMOSTAT BY"LUX" NYS ENERGY CODE. EXIST DN STAIR HALL co 203 Ir M --- ---- ------- --- --- —I— ----- ----I S r-------- `\ / EXISTING \\ ------------ CLOSET I \ 204 ------- / I / t4 / I / I / I I I I ENERGY CODE COMPLIANCE STATEMENT I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THIE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2024 NYS ECCC. 040 At NOTE 1: ELECTRICIAN TO WIRE ALL DEVICES AND ,, EQUIPMENT TO CODE. ELECTRICIAN TO VERIFY pAt714 ALL POWER REQUIREMENTS AT ALL EQUIPMENT £OF NOTE 2: PROP. SECOND - 2 SWITCHES FOR A LIGHT REQUIRES 2 3WAY SWITCHES FLOG -3 OR MORE SWITCHES FOR A LIGHT REQUIRES 2 3 WAYS SWITCHES AND A FOUR WAY IN BETWEEN. SECOND FLOOR ELECTRICAL PLAN CAN HAVE MANY FOUR WAY BETWEEN THE THREE ELECTRICAL WAYS. &_S�OPOSED PLAN COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE ---.-- ------••-----•--_. ._.._ DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUTTHE WRITTEN CONSENT OFTHE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. jq JY OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF j PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. 0['AWt1 BY: DM CONSTRUCTION LEGEND ELEVATION NUMBER 1\A300 DRAWING NUMBER DETAIL NUMBER DRAWING NUMBER CEILING HEIGHT-SEE PLAN 2 16" LINE OF HURRICANE STRAPPING AS DETAILED ON DRAWING A-003 AND A-004(TYPICAL ON ALL ELEVATIONS) Fit'{Lt"It Vl'i. y n 14 f P W6 W3 0 NEW ASPHALT SHINGLES LL I OVER 30LB FELT.OWNER 04 r- 0-1 z NEW ASPHALT SHINGLES TO SELECT SHINGLE COLOR Q0 3: OVER 30LB FELT.OWNER 0 TO SELECT SHINGLE COLOR 0: PRIVATE (� S. .12" 4 4 0 0 RESIDENCE . ..................... I J_, Aj, J_ 1 0 7 NEW MAIBEC SIDING. 1380 JACKSON LANDING " OWNER TO SELECT COLOR T (D __7 AND STYLE. hIATTITUCK NY 11952 TF_ NEW CUSTOM LATE. 03/2026 W1 W2 SELECTED BY OWNER bo 00 NEW ANDERSON"400 GARAGE DOORS TO BE P,cfrrT F71,SERIES"WINDOWS 3525020 AND DOORS cy) zo c*4 'TWn 0'`'TE NEW AZEK FACIA BOARD DING.NEW MAIBEC SIDING. I SUBMIT FOR BUILDING PERMIT 0212026 "'r'T INSTALLED AS REQUIRED. AND STYLE. j 34.5171 AND TRIM TO BE OWNER TO SELECT COLOR 2 RE-SUBMIT FOR BUILDING PERMIT 03/2026 I v — — — — — — — 33.0'GRADE DECORATIVE COMPOSITE COLUMNS WITH CENTER 1 EXISTING WOOD FRAME FRONT PORCH I l 33.0'GRADE 31.07'AVG GRADE EXISTING WOOD FRAME SINGLE STORY .4X4 WOOD POST SEE STRAPPING DETAILS. T EXISTING TWO STORY WOOD FRAME DWELLING EXISTING WOOD FRAME SINGLE STORY F"T Es 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON NNW THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR PROPOSED WEST ELEVATION HIDDEN CONDITIONS WHERE APPLICABLE. SCALE: 1/4"-f-O" 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING 16" r2 ATTACHMENT,ROBE HOOKS,GRAB BARS, ETC. LINE OF HURRICANE STRAPPING As DETAILED ON DRAWING 3.NO WORK TO COMMENCE UNTIL A A-003 AND A-004(TYPICAL ON I I I BUILDING PERMIT IS ISSUES. ALL ELEVATIONS) 4.THESE PLANS COMPLY WITH THE 2024 NYS ENERGY CODE. _V _IJ NEW ASPHALT SHINGLES 0 7r OVER 30L6 FELT.OWNER T T LL. j N 0 TO SELECT SHINGLE COLOR ---0 , '! , � il I z --- 'T'L 0 NEW AZEK FACIA BOARD r J 7 m NOTE 1: AND TRIM TO BE T_�_ r' ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO INSTALLED AS REQUIRED. �j REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED 0 UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. It LLI j A_ j T r T, HEADER SCHEDULE NEW MAIBEC SIDING. !7 OPENING HEADER OWNER TO SELECT COLOR NEW ANDERSON"400 UP TO 4'-0" (2)2"X 8"WOOD AND STYLE. SERIES"WINDOWS C? ei 41-011 TO 61-0" (2)2"X 10"WOOD r, AND DOORS J_ �_�_JJ_ bo bo W cv)NE ANDERSON"400 -0"TO. -0" (2) 2"X.12"WOOD 's 'j �i DT (D3 6' t0' SERIES"WINDOWS FD C4 7 J j AND DOORS ! a ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS EXISTING 36"TALL HANDRAIL/GUARDRAILS PRODUCT GRADE OF i.9E AND STRENGTH OF 2,650 PSI. -9"OR LARGER. PROVIDE TWO JACK STUDS IF HEADER IS 3' 7--LT '.2 PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER.j, Xr SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS 34.5'F.F UU111 Ill Q� 7 7 -7 -1 --r Ti--k Ti 7- DRAWINGS SUBMITTED FOR BUILDING PERMIT. NO 4 31.07'AVG GRADE 32.0'GRADE QZ WORK TO COMMENCE UNTIL OF041714 DT CD3 PERMIT IS ISSUED ENERGY CODE COMPLIANCE STATEMENT PROPOSED J..................................... ITHE HEREBY UNDERSIGNED NEWYORKSTATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE ELEVATIONS PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH EXISTING WOOD FRAME DECK AND STAIRS SECTION R105.2.2 OF THE 2025 NYS ECCC. EXISTING WOOD FRAME SINGLE STORY EXISTING TWO STORY WOOD FRAME DWELLING COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE S C',L f DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PROPOSEDPENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECTS EAST ELEVATION WORK,WITHOUT ARCHITECTS WRITTEN CONSENT. SCALE: 1/4" 1'-0" OWNERSHIP AND USE OF DOCUMENTS: N DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DPAWT'BY- DM CONSTRUCTION LEGEND ELEVATION NUMBER DRAWING NUMBER ( DETAIL NUMBER 4EDRAWING NUMBER CEILING HEIGHT-SEE PLAN 16" LINE OF HURRICANE STRAPPING 7, As DETAILED ON DRAWING A-003 AND A-004(TYPICAL ON ALL ELEVATIONS) NEW ASPHALT SHINGLES 111VI 791111R; 2,113 OVER 30LB FELT.OWNER ar PI At' TO SELECT SHINGLE COLOR A400 LL 0 cj z ...... (D P,",I!R"T a- NEW AZEK FACIA BOARD -7 PRIVATE AND TRIM TO BE INSTALLED AS REQUIRED. T T ---[-I --'- RESIDENCE _j, 0 - �71 -r-17 _J j747 LL LLI 0 tW NEW MAIBEC SIDING. 1380 JACKSON LANDING OWNER TO SELECT COLOR zo MATT(TUCK NY 11952 AND STYLE. .......... 0 DATE: 03/2026 7 Do 00 3525020 DECORATIVE COMPOSITE jr--7" 7', 7' (D 04 COLUMNS WITH CENTER f, 4X4 WOOD POST SEE _,A� , , ---,"111-1 �`_ , , , J EXISTING 36"TALL I SUBMIT FOR BUILDING PERMIT 02/2026 STRAPPING DETAILS. HANDRAIL/GUARDRAILS 2 RE-SUBMIT FOR BUILDING PERMIT 03/202G 34.5'F.F 3 0- 4- FT . ju, t T 33.0'(iHADL 31.07'AVG GRADE 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL 26.3'GRADE BE RESPONSIBLE FOR DISCREPANCIES EXISTING TWO STORY WOOD FRAME DWELLING EXISTING WOOD FRAME DECK NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING 1611 ATTACHMENT,ROBE HOOKS,GRAB BARS, PROPOSED SOUTH ELEVATION LINE OF HURRICANE STRAPPING ETC. • AS DETAILED ON DRAWING SCALE: 1/4" 1'-0" A-003 AND A-004(TYPICAL ON ALL ELEVATIONS) 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. NEW ASPHALT SHINGLES 4.THESE PLANS COMPLY WITH THE 2024 OVER 30LB FELT.OWNER NYS ENERGY CODE. TO SELECT SHINGLE COLOR 15 A400 NEW ANDERSON"400 _J 0 SERIES"WINDOWS Ix AND DOORS LL. '7 F 0 - z (D NEW AZEK FACIA BOARD T, 0 NOTE 1: AND TRIM TO BE Ir ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO w. INSTALLED AS REQUIRED. REMAIN OR TEMPORARY SUPPORTS TO BE INSTA ED _7 UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. Ir ILL LLI r - - - - - - - HEADER SCHEDULE W MAIBEC SIDING. OPENING HEADER T NEW OWNER TO SELECT COLOR W UP TO 4'-0" (2)2"X 8"WOOD AND STYLE. tj 4 4'-0"TO 6f-011 (2)2"X 10"WOOD a) DECORATIVE COMPOSITE Do 00 6-0"TO 10'-0" (2)2"X 12"WOOD COLUMNS WITH CENTER cl (D 04 ._ .:'..; _.f y .. e_ ( -ML'(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER.4X4 WOOD POST SEES EE EXISTING 36"TALL STRAPPING DETAILS. ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A HANDRAIL/GUARDRAILS PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. AP -9"OR SMALLER. 10 PROVIDE ONE JACK STUDS IF HEADER IS 3' 34.5'F.F SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS v--- - IE m Z__ - DRAWINGS SUBMITTED FOR Q�_ BUILDING PERMIT. NO 32.0'GRADE WORK TO COMMENCE UNTIL 714 OF 31.07'AVG GRADE PERMIT IS ISSUED ENERGY CODE COMPLIANCE STATEMENT nr% r%n rROPOSED I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE ELEVATIONS EXISTING WOOD FRAME DECK EXISTING TWO STORY WOOD FRAME DWELLING PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2025 NYS ECCC. COPYRIGHT @ ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED.OR USED IN ANY set"I F: 1/4"=11-0" MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECTS WORK,WITHOUT ARCHITECTS WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: r 2 SCALE: EXISTING WOOD FRAME DECK PROPOSED NORTH ELEVATION/�jnll] NORTH E DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. PRAY'4 By: om ............. CONSTRUCTION LEGEND ELEVATION NUMBER DRAWING NUMBER J"? DETAIL NUMBER A300 DRAWING NUMBER CEILING HEIGHT-SEE PLAN c GAT RAO NY I 1 14 PP"ll"117 PRIVATE EXIST 2XIO R I DG E RESIDENCE TO REMAIN. EXIST 2X8 RR @ 16"D.C.W/ EXIST 5/8"PLYWOOD F- SHEATHING TO REMAIN. EXISTING EXTERIOR WOOD FRAME 1380 JACKSON LANDING WALL TO REMAIN.EXTERIOR SIDING MATTITUCK NY 11952 To BE REMOVED AND REPLACED, REPLACE SUBSURFACE MATERIAL L 03/2026 EXIST 2XIO RIDGE AS REQUIRED.EXISTING INSULATION PE'Oi I!r-C T N 0. 3525020 IN WALL CAVITY TO REMAIN. TO REMAIN. NEW 36"TALL HANDRAIL SUBMIT FOR BUILDING PERMIT 02/2026 /GUARDRAILS TO MEET 2 RE-SUBMIT FOR BUILDING PERMIT 0312026 NYS RC 3 4 NEW 2X4 OR 2 KE\ RENO WOOD STUDS,P16" BATH Z O.C.INTERIOR NALL 2072 EXIST 2X8(VI F.C I @ .. NEW 2XI0 RIDGE 16"O.C.TO REMAIN. EXISTING EXTERIOR WOOD FRAME ...... WALL TO REMAIN.EXTEFRIOR SIDING NOTES1 EXISTING 2X8 FJ §�16" TO BE REMOVED AND REPLACED. 1.THE CONTRACTOR SHALL VERIFY ALL O.C.OW/3/4"PLNWOOD REPLACE SUBSURFACE rMATERIAL '6' AS REQUIRED.EXISTING INSULATION EXISTING AND PROPOSED CONDITIONS ON NEW(2)2X10 LVL HEADER IN WALL CAVITY TO REMAIN. THE CONSTRUCTION DOCUMENTS WITH = - --- -_-____ - .4=4 THOSE AT THE SITE.ANY DISCREPANCIES IT MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING - - - - - - - 6/7 NEW(2)2X8 LVL BEAM(FLUSH) — — — — — — — CONSTRUCTION.THE CONTRACTOR SHALL NEW BE RESPONSIBLE FOR DISCREPANCIES A401 NEW WOOD STAIR 8 1/4"MAX NOT REPORTED TO THE ARCHITECT ONCE RISER AND 10"TREADS.36" PR WORK HAS COMMENCED,EXCEPT FOR DECORATIVE COMPOSITE TALL HANDRAIL ONE SIDE Fl 075 HIDDEN CONDITIONS WHERE APPLICABLE. COLUMNS WITH CENTER EXISTING TALL HANDRAIIL 4X4 WOOD POST SEE &I 5T FRO 2 NEW 2X4 OR 2X6 C? /GUARDRAILS TO MEET STRAPPING DETAILS. I)ORCH WOOD STUDS @ 16" bo NYS RC TO REMAIN 2.PROVIDE WOOD BLOCKING IN WALL EXISTING EXTERIOR WOOD FRAME FI-0_8� O.C.INTERIOR WALL Tll 17 FRAMING FOR ALL ACCESSORIES WALL TO REMAIN.EXTERIOR SIDING NEW(2)2X8 LVL BEAM(FLUSH) INCLUDING BUT NOT LIMITED TO:TOWEL TO BE REMOVED AND REPLACED. I BARS,TOILET PAPER HOLDERS,SHELVING REPLACE SUBSURFACE MATERIAL EXISTING 2X8 FJ @ 16" ATTACHMENT,ROBE HOOKS,GRAB BARS, AS REQUIRED.EXISTING INSULATION _j O.C.W/3/4"PLYWOOD—, ETC. IN WALL CAVITY TO REMAIN. L t 3.NO WORK TO COMMENCE UNTIL A - - - - - - - - - - - - - - BUILDING PERMIT IS ISSUES. EXIST POURED CONCRETE EXIST(3)2XIO 4.THESE PLANS COMPLY WITH THE 2024 FOUNDATION OVER EXISTING T NYS ENERGY CODE. r6l 7 DROPPED BEAM CONCRETE FOOTING TYPICAL 'A4O1 TO REMAIN NEW NEW 2X4 WD BATH FRAME INTERIOR WALL Fo-041 [NEW WOOD STAIR 8 1/4"MAX RISER AN Mal POURED CONCRETT 10"TREADS.36"TALL EXIST 2X4 OR 2X6 FOUN TION OVER EXISTTING AN H I HANDRAIL ONE SIDE WOOD STUDS @ 16" CONCF ETE FOOTING TYF IC AL EXIST POURED CONCRETE O.C.INTERIOR WALL FOUNDATION OVER EXISTING CONCRETE FOOTING TYPICAL EXISTING CONCRETE SLAB TO REMAIN NOTEl: ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. PROPOSED SECTION SCALE: 1/4"=1'-0" HEADER SCHEDULE OPENING HEADER UP TO 4'-0" (2)2"X 8"WOOD 41-0"TO 61-01' (2)2"X 10"WOOD 6'-0"TO 10'-0" (2)2"X 12"WOOD "ML'(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. ENGINEERED LUMBER TO BE MICROLAIMINATED MEMBERS W/A PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI. PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. A PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS DRAWINGS SUBMITTED FOR BUILDING PERMIT. NO 041714 WORK TO COMMENCE UNTIL OF PERMIT IS ISSUED mn ENERGY CODE COMPLIANCE STATEMENT PROPOSED I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE SECTION-3 PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH SECTION R105.2.2 OF THE 2025 NYS ECCC. ol COPYRIGHT @ ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECTS WRITTEN CONSENT. ol OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. PRAW11 BY: DM WIN ®OVW AN [::> E3OOFR SCI-1 E® U LE ( ANDERSON "400 SERIES" WINDOWS AND DOORS MANUFACTURE) UNIT UNIT (UNIT SIZE SQ. FT. MAX. OPENING SQ. FT, SQ. Fr, NUMBER DESCR. OPERABILITY CL.OPN WIDTH HEIGHT GLASS VENT g W1 OE CW345 7'-111/8" X 4'-5 3/8" 7.5 22 9/16" 43 15/16" 24.0 14.6 W2 CX245 5'-3 11/4" X 4'-5 3/8" 8.6 25 11/16"47 15/16" 18.1 16.8 W3 C245 4'-0 11/2" X 4'-5 3/8" 6.1 18 5/16" 47 15/16" 13.1 12.0 „y W4 ( CW34 7'-111/8" X 4'-0 1/2" 6.8 22 9/16" 43 1/8" 21.6 13.1 1 2 _ W5 OE CW135 2'-4 7/8" X 3'-5 3/8 " 5.1 22 9/16" 36 3/8" 6.0 5.5 rr� LOW DENSITY SPRAY I �1 3 l , " " " ° FOAM APP LIED AFTER W6 C23 4'-0 1L/2 X 3-0 1/2 4.0 18 5/16 311/16 8.5 7.8 WINDOW INSTALLATION 1 TO W7 C13 2--0 5/8" X 3'-0 1/2 " 4.0 18 5/16" 311/16" 4.3 3.9 STRETCH-N-SEAL STRETCH-N-SEAL WINDOW PAN FLASHING WINDOW PAN FLLASHING WINDOW WOOD STUD TO D1 FWG 6068R 6'-0" X 6'-8" 14.62 281/8" 75 3/8" 26.42 14.62 STRETCH WINDOW PAN PAN FLASHING D2 FWG 5068SS - - - - 18.52 - °° DRYWALL D3 FWG 5068L 5'-0 " X 6'-8" 11.58 22 1/8" 75 3/8" 18.52 11.58 . ,,,,y,I,,,:,R,, '00 PLYWOOD SHEATHING ,, WINDOW NOTES: ALL WINDOWS MEET PART R303 OF THE'2025 RESIDENTIAL CODE OF 2 WINDOW SECTION A-A NEW YORK STATE BUILDING FOR LIGHT AND VENTILATION � EMERGENCY EGRESS OPENING SCALE:1/2"-1-0 QTEMPERED GLASS TOP-SEAL E TOP-SEAL TAPE ALL EGRESS WINDOW HAVE A MIN CLEAR OPENING OF 5.7 SQ FEET. OVER-FLANGE FLANGE TAPE OVER•FLANiGETAPE MIN OPENING HEIGHT OF 24 INCHES.AND MIN OPENING WIDTH OF 20 O INCHES AND MEET PART R310 OF THE CODE WINDOW CONTROL DEVICES REQUIRED FOR © OPERABLE WINDOWS WITH SILL HEIGHT ALL WINDOWS AND DOORS TO BE SELECTED BY OWNER.G.C.TO LOCATED LESS THAN 24 INCHES ABOVE FINISHED VERIFY ALL ROUGH OPENING WITH DISTRIBUTOR.G.C.TO PROVIDE FLOOR AND GREATER THAN 72 INCHES ABOVE PRIVATE SHOP DRAWINGS FOR ARCH APPROVAL PRIOR TO ORDERING FINISHED GRADE. CONTROL DEVICES TO BE 3 4 LOW DENSITY SPRAY STRETCH-N-SEAL COMPLIANT WITH ASTM F 2090,WHICH WIL NOT FOAM APPLIED AFTER WINDOW PAN RESIDENCE ALL WINDOWS IN BATHTUBS,SHOWERS„STAIRWELLS, DOORS AND REDUCE THE NET CLEAR OPENING AREA TO LESS WINDOW INSTALLATION FLASHING BEYOND WITH IN 18"OF FINISHED FLOOR TO BE TEMPERED AS PER CODE THAN REQUIRED FOR EMERGENCY. B SECTION R308 I I A STRETCH-N--SEAL I ALL WINDOWS AND DOORS OTHER THANIMPACT GLAZED WINDOWS STRETCH-N-SEAL WINDOW PAN FLASHING I WINDOW PLAN FLASHING 1380 JACKSON LANDING I AND DOORS TO BE PROTECTED BY 1/2"PLYWOOD PANELS.SEE I MATTITUCK NY 11952 DRAWING A1B FOR SPEC B A DATE: 03/2026 ALL WINDOWS AND DOORS TO BE ORDERED WITH SDL GRILLS(IF PRONCT F' 3525020 APPLICABLE) g-kl ilNl PATE TOP-SEAL TAPE WINDOW SUBMIT FOR BUILDING PERMIT 02/2026 OVER-FLANGE TAPE 7 RE-SUBMIT FOR BUILDING PERMIT 03/2026 2 4 r, 1 WINDOW DETAILS WINDOW SECTION B-B SCALE 1/2"-V-0" SCALE:1/2"-11 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF 7'4 1/8" 5'-3 1/4" 4'-0 1/2" 7'-1 1/8" 2'4 7/8" 4'-0 1/2" 2'-0 5/8" THE ARCHITECT PRIOR TO COMMENCING 1 CONSTRUCTION.THE CONTRACTOR SHALL IT BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE HIDDEN CONDITIONS WHERE APPLICABLE. N N 2.PROVIDE WOOD BLOCKING IN WALL / \ N Cl)-00 FRAMING FOR ALL ACCESSORIES o C? INCLUDING BUT NOT LIMITED TO:TOWEL 00 00 coo -��,� BARS,TOILET PAPER HOLDERS,SHELVING \ / \ / \ ETC. ROBE HOOKS,GRAB BARS, \ / Op OP 00 Oo 00 00 3.NO WORK TO COMMENCE UNTIL A � \ / cm \ / i� BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2024 NYS ENERGY CODE. N\ N\ 00 ei e I C1400 00 00 ei , M M N N N N N N N FINISHED FLOOR CW345 CX245 C245 CW►34 CW135 C23 C13 CASEMENT CASEMENT CASEMENT CASEPVIENT CASEMENT CASEMENT CASEMENT OsO R W3 O W'4 O W5 W6 O8 6'-0" 5'-0" 5'-0" Ca o Cr+ v+ 71 00 a0 ►� p41 �© OF N VJINDOW/DOOR SCHEDULE & CON. DETAILS FINISHED FLOOR FWG606SR FWG5068SS FWG5068L FRENCHWOOD GLIDING FRENCHWOOD FIXED FRENCHWOOD GLIDING PATIO DOOR PATIO DOOR PATIO DOOR SCALE: CT 4 L) t l"A' Y D M O O 8"X6"X3/8"BACK TO BACK STEEL ANGLES WITH(3)3/4"DIA.A325 NOTE: DOOR PAN TO BE LEAD-COATED COPPER. PROVIDE O OO BOLTS IN EACH LEG OF AND INSTALL FOR ALL EXTERIOR DOOR OPENINGS. ANGLE O O STEEL BEAM.SEE PLAN FOR BEAM SIZING AND INTERIOR SIDE LOCATION J° STEEL FRAMING DETAIL POSTS TO BE WHITE OAK ON INTERIOR AND AZEK STEEL GRATE ON HINGE rj W/A 4X4 ACQ CENTER POST ON EXTERIOR "` 7 SCALE:NTS �7 11/2"ROUND WOOD RAIL AT INTERIOR OR AZEK/VINYL AT EXTERIOR s'-0^ EXTERIOR SIDE rc 8 i 2ND FLOOR FF EL 3 4"DIA BOLTS @ STEEL o °* � t / GIRDER ABOVE 5/8"GYP BOARD O 3/4" ° 0 11/2"'DIAMETER TYPICAL DOOR PAN a z z 0 2"THK STEEL PLATE HARDWOOD SCALE:NTS 1/ CEILING WOOD HANDRAIL T&G FLOOR 9 NEW 8"THICK CONCRETE 3/4"C:DX PLYWOOD TS 4X4X3/8(OR 3 1/2X3 f g WINDOW WELL WALLS 1/2X3/8)STEEL COLUMN SUB FLOOR W" EXIST SECOND FLOOR NEW FLUSH GIRDER(OR WELDED TO PLATE 1 LVL W/FLITCH PLATES)SEE (2)2 X 8 ML a 2X8 FLOOR JOISTS q PLAN FOR STEEL SIZE AND QO @ HEADEIR NEW 16"WIDE STEEL SPECIFICATION f a f ARi!L'LA, '.Y';i14 o 11 ITERNE IATE RAILS/N WEL F R 4" LADDER RUNG @ 12"O.C. 4 M PHER OT TO I ASS OUG VERTICALLY.RUNGS TO BE 0 3"FROM CONCRETE WALL. PRE-ENGINEERED WOOD CONSTRUCTION SIGN LOCATION: NEW HSS 4"X4"X 3/8"THK. INSTALL STEEL BASE PLATE STEEL TOP PLATE / IDENTIFICATION SIGN STEEL TUBE COLUMN W/TOP MEASURING 1/2"X 12"X 4 10^TYR. / SIGNS TO BE LOCATED PLATE MEASURING 1/2"X 8"X 12".DRILL AND SET SCALE:NTS °z ON ELECTRICAL METER 12"(4)1/2"DIA BOLTS ANCHORS INTO CONCRETE = 2'-0^ o MOUNTED ON EXTERIOR W/"SET EPDXY-TIE BY Ip DIAMETER n OF DWELLING OR ON LL m "SIMPSON".REFER TO FIRE BLOCKING AS BOTTOM OF WELL TO BE EXIST 4" MANUFACTURES 12" e ADJACENT TO METER. ^ 3/4"CRUSHED BLUESTONE CONCRETE SLAB INSTRUCTION EXTERIOR WALL 3/4"DIA X 12"ANCHORS / REQUIRED COLOR TO BE PROVIDE 4"SDR DRAIN SET IN CONCRETE FOOTING / z REFLECTIVE WHITE SET NOT TO OBSTRUCT PIPE PIPED TO DRYWELL SLAB FF EL aBE 0 f METER _ - 1/2"THK STEEL PLATE / COLOR TO REFLECTIVE RED (4)5/8"X 12" 2 / PANTONE(PMS)#187 PPOJECT HSS 4X4X3/8(OR 3 1/2X3 / .`yi FINISHED TOP OF FLOOR OR ANCHOR BOLTS II 1/2X3/8)STEEL COLUMN FLOOR PLATEFORM DATE o „ 3/4"OAK TREADS TRADITIONAL AZEK I I SIGNS CAN BE WELDED TO PLATE / AND POPLAR POST W/4X4 ACQ PURCHASED ON _ NEW 48"X 48" RISERS WOOD POST IN L J WWW.TRUSSID.ORG CONCRETE FOOTING OO OO WHITE OAK(INTERIOR)OR CENTER RESIDENCE AZEK/VINYL(EXTERIOR) �2" 1" 3/4"PLYWOOD SUB BOTTOM RAIL ANCHOR INTO-/ FLOOR @ TREAD& STRUCTURE RISER 1 EGRESS WINDOW WELL SECTION STEEL COLUMN DETAIL STEEL BASE PLATE s TYPICAL STAIR DETAIL 7 GUARDRAIL DETAIL a PRE-ENGINEERED WOOD CONST ID SIGN SCALE:1/T-1'-0• SCALE 1/2"-1'-0" 1380 JACKSON LANDING MATTITUCK NY 11952 OrTE: 03/2026 Plant! l!N" 3525020 RAv;rls i4'r Ilp:dk, J SUBMIT FOR BUILDING PERMIT 0212026 RE-SUBMIT FOR BUILDING PERMIT 03/2026 °4 INSTALL 36"WIDE"GAF""WEATHER WATCH"SELF ADHESIVE RUBBERIZED ROOF MEMBRANE TO SHEATHING C 5/8" PLYWOOD PLUMBING WET WALLS TO FALL SHEATHING I BETWEEN NEW FLOOR JOISTS TO NP'E�' ELIMINATE OVER CUTTING OF 1.THE CONTRACTOR SHALL VERIFY ALL FLOOR JOISTS TO ACCOMMODATE 30LB FELT PLUMBING CONNECTIONS EXISTING AND PROPOSED CONDITIONS ON INSTALL 26 GA AND ARCH NOTE:SOFFIT OVERHANGS VARY IN ALL VALLEYS,GABLE,AND SOFFIT 2 X 4 WOOD THE CONSTRUCTION DOCUMENTS WITH CEDAR ROOF DEPTH.FASCIA BOARD TO BE AT SAME ENDS TO RECEIVE"GAF""WEATHER FRAMING TO ALUMINUM VALLEY SHINGLES WOOD FLOOR JOISTS @ 16"O.C. ELEVATION ACROSS THE OVERHANGS WATCH"SELF ADHESIVE RUBBERIZED EXTEND To THOSE AT THE SITE.ANY DISCREPANCIES FLASHING 22"WIDE MIN DOUBLE WOOD FLOOR JOIST TYP ROOF MEMBRANE DIRECTLY TO NEW CEILING TOP VENT COLLAR TO BE USED AS EXHAUST. MUST BE BROUGHT TO THE ATTENTION OF OVER MEMBRANE PLYWOOD SHEATHING PRIOR TO (SL-D SERIES) THE ARCHITECT PRIOR TO COMMENCING NEW 2X8 ROOF RAFTERS @ 16"O.C. INSTALLATION OF FELT PAPER AND 1/2"GYPSUM FLUE TO BE UL LISTED AND LABELED CONSTRUCTION.THE CONTRACTOR SHALL TYP VALLEY DETAIL FRAMING DETAIL TYP SEE PLAN ROOF SHINGLES.TYPICAL WALL BOARD BE RESPONSIBLE FOR DISCREPANCIES 10 12 NOTES: SCALE:1/Y-1'-0" SCALE:Vl-1'-0^ SLOPE VARY - - NOT REPORTED TO THE ARCHITECT ONCE SEE ELEVATIONS REFER TO MANUFACTURES SPECIFICATION WORK HAS COMMENCED,EXCEPT FOR 2 X 4 INTERIOR PLAN ROOF SHINGLES OVER 30LB FELT FASTEN PER TO VERIFY ALL DIMENSIONS AND HIDDEN CONDITIONS WHERE APPLICABLE. PARTITION WALL - MANUFACTURER SPEC.MIN 4 FASTENERS PER r _ CLEARANCES TO COMBUSTIBLE MATERIAL. STRIP SHINGLE.OWNER TO SELECT SHINGLES. "SIMPSON"STRONG TIE LSTA 1 NEW ML RIDGE BEAM.SEE PLAN FOR STRAP @ 16"O.C. REFER MANUFACTURES INSTRUCTIONS 2.PROVIDE WOOD BLOCKING IN WALL NEW 5/8"ADVANTECH SHEATHING SIZE AND FOR LOCATION - - FOR INSTALLING DOUBLE WALL EXHAUST coNr.RIDGE VENT PIPE. FRAMING FOR ALL ACCESSORIES HEAT-N-GLOW INCLUDING BUT NOT LIMITED TO:TOWEL "TYVEX"HOUSE WRAP OVER PIPED TO UNIT. NEW(2)2X8 HEADER SL-550 THIS SYSTEM REQUIRES NATURAL GAS TO BE BARS,TOILET PAPER HOLDERS,SHELVING z � FLASHING WITH SIDING NEW 2X8 ROOF RAFTERS @ 16" fOR EQUAL O.C. � *PROPANE FUELED* THIS SYSTEM WILL UTILIZE A DIRECT VENT ATTACHMENT,ROBE HOOKS,GRAB BARS, INSTALL 26 GA ALUMINUM NEW CONT.CENTER BEAD"AZEC"SOFFIT SYSTEM TOP OF THE UNIT ETC. FLASHING AND COUNTER ALL PARTITIONS THAT ARE 5/8"CDX WATERPROOF FLASHING AS REQUIRED 4" INSTALLED PARALLEL WITH FLOOR PLYWOOD SHEATHING ARCH ASPHALT ROOF SHINGLES ' PROVIDE FLASHING AND TERMINATION CAP LEGS MIN JOISTS TO RECEIVE(2)FLOOR / \ 3.NO WORK TO COMMENCE UNTIL A NEW 6"WHITE ALUMINUM TO BE SELECTED BY OWNER GUTTER W/3X4 \ �q, as REQUIRED. BUILDING PERMIT IS ISSUES. 30L8 FELT AND ARCH JOISTS BELOW PARTITION TYPICAL NEW VINYL OR WOOD AT ALL CORNERS LEADERS 30 LB FELT UNDERLAY ELEVATION / \ �Yy M ROOF SHINGLES / / \ \ i 4N I BEAD BOARD SOFFIT 1 SEE SPEC 1 SYSTEM TO INCLUDE REMOTE CONTROL,FAN 2 X 6"WOOD FASCIA W/ / \ KIr,AND LOGS. 4.THESE PLANS COMPLY WITH THE 2024 WOOD FLOOR JOISTS @ 16"O.C. iX6 VINYL CLAD FASCIA // \ \ FINISH NOTES: NYS ENERGY CODE. 5/8"PLYWOOD El DOUBLE WOOD FLOOR JOIST TYP NEW PVC COLUMN TO BE INSTALLED. / \ PROVIDE FIELDSTONE FOR SURROUND.(2 SIDES AND TOP) SHEATHING ( I OWNER TO SELECT COLUMN \ PROVIDE i l/2"X 72"MARBLE HEARTH.FLUSH WITH FLOOR TYP FLASHING DETAIL FRAMING DETAIL TYP COVERED PORCH DETAIL STRUCTURAL RIDGE DETAIL FIREPLACE OPENING FRAMING 17 GAS BURNING FACTORY FIREPLACE (INSERT) 11 13 — 14 15 1� SCALE:NTS SCALE:1/2"-1'-0" SCALE•1/2"-1'-0" SCALE:1/2"-1'-0" SCALE:1/2"-1'-0" SCALE:NTS t 041714 �£Of CONSTRUCTION DETAILS SCALE: k�x vpAkyI'DT., DM