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HomeMy WebLinkAbout50711-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50711 Date: 5 4 Permission is hereby granted to: Stritzler FamilY Trust PO BOX 1531 Mattituck, NY 11952 To: Construct a new header and install a new slider door to a single-family dwelling as applied for. At premises located at: 955 Soundview Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 94.-1-8 Pursuant to application dated _4/8/2024 and approved by the Building Inspector To expire on ........11/19/2025.... ...... . ........___...__ Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $250.00 CO-ALTERATION TO DWELLING $100.00 Total: ......................................... ...._...................$3 5 0.00 V2 Building Inspector r : TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 P ) ) �.: .. v Telephone 631 765-1802 Fax 631 765-9502 it1 �www �c� �tlavlt wv ��oy.�r , Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only .�l t.. .._.� ...��w�w ...._ p PERMIT NO. ....) Building Imp p �or._mw�_...� _ �'� 202 ��. Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:11/08/23 OWNER(S)OF PROPERTY: Name:Daniel Fenster SCTM#1000-94-01-08 Project Address:955 Soundview Avenue, Mattituck, NY 11952 Phone#:646-284-5220 Email:dr.d.fenster@gmail.com Mailing Address:955 Soundview Avenue, Mattituck, NY 11952 CONTACT PERSON: Name:AMP Architecture, Mathew Smith Mailing Address:10200 Main Rd Unit 3A, Mattituck, NY 11952 Phone#:631-603-9092 Email:msmith@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture, Anthony Portillo Mailing Address:10200 Main Rd Unit 3A, Mattituck, NY 11952 Phone#:631-603-9092 LEmall-aportillo@amparchitect.com CONTRACTOR INFORMATION: Name:N/A Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition *Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? Dyes LiNo 1 4/8/24, 11:29 AM HO Auth Signed.jpg Mill 1 �f i i r i o r a htt�r :d/���ii.raa�a�c�o8e.e�aar�P�nai6/�at�bC�de�arch/ien /�Mt�„ StzdL�✓lJwrOk�r�r� W:�Ji�d" ,lru�"� aaa�ree-Orc� "hi~Y�Hxi�HhC�u�2':x�?ur�V,G�rr4C ?ru �l-kth6brvcte tkVr.., 1l1 EV7 11 51TE PLAN HATCH KEY: PROPOSED BUILDING ADDITION Q ® PROPOSED ACCESSORY STRUCTURE W W ® PROPOSED 2ND STORY J n Q Lr) 0 c In z d- w c 1 1 V v / I c0 v co \ / O N '4- Lo N ' o Q m :2 o CON J V� Qjv - l m ir 5117 _�___---______-_'- - �' LOCATION MAPcn Q 50 1- -_ _-_ __, -__-_--= --- =� �- SCALE: NTS nn 40 �___-_--- - -- __ I In QD 44 ---- _ --- I LIMITS OF LIMITS OF CRADINO AND FA(5E GROUND DISTURBANCE FROF05ED NEW EXTERIOR DOOR 20 5I DE PROJECT LOCATION & SCOPE `� I ` I - HAY BALES SITE PLAN & ZONING DATA 5E'TBAGK i- N - AND/OR SLIT ZQN� X N 4�O I FEN GINC FO�1EGT DATA : AS-BUILT. 0-002 ,QQ GENERAL NOTES J�_ CPI l RAISED FRAME PROJECT / ZONING DATA ENERGY TABLE TAX MAP # I 000-0i4-o 1-08 STRUCTURAL DESIGN CHARTS � LIMITS OF ��°'� \�, \',�2 \ , I,I� AS-BUILT. SAUNA A- 1 O 1 ,QQ PROPOSED DEMOLITION PLANS C:LEARINC, �� _ _�- . ON DECK 8.1 ' X &Y ZONING DISTRICT R-40 NC CRADINC AND FRAME EX15T DECK I'I PROPOSED FIRST FLOOR PLAN LOT AREA OA ACRES GROUND I 100 DI5 URBANGE 'I -' ' — SETBACK GofO - ADDITION/ALTERATION 400144 ; m � 1 a�' 2/5/2020 I __ m 5.0' 'F ll l FROM CofO -IN GROUND POOL 40,14-7 ; 12/I0i/2011 �-20 � •00 PROPOSED EXTERIOR ELEVATIONS '.I 00 ? - EXIST. 1 1 TOP OF I� ,� STORY 8-O 4•�',I I I BLUFF FEMA FLOOD ZONE X 8 VEI6 I - I to FRAME HOUSE - I LOT COVERAGE - EXISTING (NO PROPOSED LOT COVERAGE) HAY BALES - III SOUTHOLD TOWN GORE 280-124 B z AND/OR 5L I T _, __ _ - i - w FENCING - l ' DESCRIPTION (FOOTPRINT) AREA COVERAGE 0 _----1 � � is O. � � I 1 Ex I ST. TOTAL LOT AREA 3-7,2011.0 S.F. 21 I FRAME DECK I TOTAL LOT AREA (LANDWARD OF 24,0131.0 S.F. CEHL) Z I�I 3' I EX15TINO HOUSE 1051.2 S.F. 6.-I90 Zlll I I / EXISTING REAR DECK '143.0 S.F. 5.6% -77 EXISTING \ ` I EXISTING 9b SIDE DECK 143.2 S.F. 0.6 PROJ ECT: i I C POOL \ U.P. U rn I,I I I.I EX15TING POOL DECK g42.0 S.F. 3.890 FENSTER EXIST. EXISTING POOL 512.0 S.F. 2.190 l� '14�o JAGuzz1 DOOR U P I 44 EX15TINO JACUZZI 50.0 S.F. 0.2% (0 I I 14 TOTAL AREA OF ALL STRUCTURES 42'71.4 S.F. 11.1% E MAXIMUM LOT COVERAGE ALLOWED: 20% 955 SOUNDVIEW AVENUE EXIST' MATTITUCK NY 11952 SLATE ,��� SETBACK IMPERVIOUS SURFACES < 5" FROM GRADE _----- � - PAVERS l rh 4� I, , I EXI5TIN6 SLATE PAVERS 735.2 S.F. 2A% DRAWING TITLE: WALKWAY I I', 40 FRONT YARD STRUCTURES <aT07AL LOT " FROM INRG�LUDING 5006.6 S.F. 20.►9b I, N, Irn I SETBACK M G DE PROJECT LOCATION & SCOPE 1, X I I'� SITE PLAN & ZONING DATA (1 I ZONING REGULATIONS MAIN BUILDING EL. _ 1 =4ci' SOUTHOLD TOWN CODE 280-124 B I I/� NEST — I�I m HOLD =�- � /� � � EXIST. PROPOSED COMPLIES PAGE: rn �1 l MIN. FRONT YARD 40.0' 135.1' 135.1' YES G-001m00 i \ GRAIN LINK FENCE MIN. SIDE YARD 15.0' 14.'T' 14.'i' EXIST > { I I' I DZl D 55.0' YES DATE: 04/05/24 1 OF 4 MIN. REAR YARD 50.0' 64.6' 64.6' YES 3' _ U.P. 51TE LAYOUT NOTES: > N `\ - 3(�2 3 I. THIS IS AN ARCHITECT'S SITE PLAN 4 IS MAXIMUM HEIGHT 35.0' 23.6' 23.6' YES l , I r- _ I / SUBJECT TO VERIFICATION BY A LICENSED r SURVEYOR. THE INFORMATION ' REPRESENTED ON THIS SITE PLAN IS TO THE T I o �12� ARCHITECT'S BEST OF KNOWLEDGE, f �' SOUTHOLD TOWN CODE 250-201 (A)(1) 2. SURVEY INFORMATION WAS OBTAINED LOT SIZE / AREA IN 20,000.0 ALLOWABLE TOTAL • �� 1 FROM A SURVEY DATED 10/16/2012 AND EXGE55 OF 20,000 S.F. 4,0f31.0 S.F. GFA GFA V PREPARED BY: � �•, ' I , � ' U.P. U (G) LOTS CONTAINING UP 4,350 S.F. f II � PEGONIG SURVEYORS, P.G. TO 30,000 S.F. MAX. N.Y. STATE LAND SURVEYOR ALLOlrIABLE S.F. / PLUS F El - > 7 tIR u uu 10% OF EXCESS LOT AREA 5,550.0 S.F. 40i3.1 S.F. 5,545.1 S.F. 3070.E ✓r-' P.O. BOX OfOq OVER 20,000 I 1250 TRAVELER STREETSOUTHOL , NY I- ROFO✓G ED G J 1 TE PLAT (631) 165D5020110i'fl p SCALE: I" = 20'-O" CARPENTRY /� a \ / /� NOTES SF'EG I GATI ONS THE PROVISIONS OF MATERIAL STANDARD ARE NOT INTENDED TO PREVENT THE USE J" 55RE y I A7I ONS I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 3 BETTER (Fb = 8'15) UNLESS INSULATION OTHERWISE NOTED. I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED PR ANY MATERIAL N. METHOD OF CONSTRUCTION NOT AUTHO GAYLY FIBER6L.ASS BATT INSULATIOV BY JOHN MANVILLE OR APPROVED EQUAL. Q T06ETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TC READ ALL NOTES, 2• ALL LUMBER IN CRAWL SPACES TO BE IV' ABOVE 50RATCH GOAT. MAINTAIN PRESCRIBED HEREIN. WHEN IT IEN BE SHOWN, AND THE AUTHORITY HAVING FOIL TO BE PLACED TOWARD WARM SIDE. BD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED�^IITH THE PLANS PRIOR TO WORK �: JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED Q 8 MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 2• PROVIDE 2" R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION BFE BASE FLOOD ELEVATION INT. INTERIOR W GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE WALL5 FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY I 3. SILLS B BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, (1) 2 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE BLDG, BUILDING K KIPS (1000 LBS) J p Lij GENERAL PROVIDE BILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2 xb , UNLE55 (I) 2 xb (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIOHT5 WITH THE EX15TINO STRUCTURE. FOUNDATION WATERPROOFING. APPLICABLE BUILDING DEPARTMENT. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS BM � BEAM APPLICABLE AS A DERIVED WORK). 3. GENERALLY UNLESS NOTED HERWISE INSULATE AS FL 4. AT FLUSH FRAMING USE 16 AGE METAL JOISTS HANGERS BY "T'ECO" OR MANU. SPEC.'S MANUFACTURER'S SPEGIFIGATIONS (V OT OLOWS: G Ln 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, CLUED LAMINATED TIMBER, - `I" R-50 FOR FLAT CEILINGS B.O. BOTTOM OF MAX. MAXIMUM C 0) ALL DIMENSIONS, CONDITIONS, AND APPLI .ABLE INFORMATION OF EXISTING - 5.25 R-50C FOR VAULTED AND CATHEDRAL CEILIN65 PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, " STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL GON'RAGTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN55 IN - 3.5 R-13 FOR 2 x4 WALL CONSTRUCTION BOT. BOTTOM MEGH. MECHANICAL PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL RULES SPECIFIED IN I.I THROUGH I.B. 25" R-21 FOR 2"xb" WALL CONSTRUCTION I - --- FLOORS,ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING - 5.25" 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE,AND LOCAL CODES - 5.25 R-21 FOR W FLOORS B.O.W. BOTTOM OF ALL MIN. MINIMUM = O �- AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, L w N U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, G.J. CEILING J015T �[NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ia88 LO Z � 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED COL. _]COLUMN NYG BC NEW YORK CITY BUILDING CODE m •p � N OF THE OWNER/BUILDER -7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AOENGY 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 5. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE CONT. CONTINUOUS O.G. ON CENTER 0 = AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT, THE SHALL BE CLARIFIED WITH THE ARGHITECT/ENOINEER BEFORE PROCEEDIN6 CRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR DBE. DOUBLE OGC. OCCUPANCY 0 C) m 4-WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MA50NRY/CONCRETE TO BE INSIGNIA OF THE 6RADINC7 AGENCY WHICH COMPLIES WITH THE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. � N ��-+ 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION C O p UNLESS APPROVED BY THE ARGHITEOVENCSINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. POURED CONCRETE "1 na � c m 0 ON PAGE 6-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 1 410.1 STRUCTURAL GLUED LAMINATED w . CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND I5 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN D.J. DECK 1.101511r5 PL. PLATE APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 8. DRY WELLS AS REC:2UIRED BY STATE AMID LOCAL CODES. WOOD I-JO15T5 SHALL MEET THE PROVISIONS OF ASTM M5055 EA. EACH PLYWD. PLYWOOD 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING q. DO NOT SCALE DRAWINGS, WRITTEN VlP,IENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS ELEV. ELEVATION P.T. PRESSURE TREATED 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, DOCUMENT, THE GOVERNING BUILDING MODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ'D REQUIRED 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. EVALUATION REPORT. 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA EXIST. EXISTING RI R15ER 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF EXT. EXTERIOR RM. ROOM rn PERMISSION FROM THE ARCHITECT. A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF l I I 14. PROVIDE 'X' CRO55 BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS EXCEED V-O" AND AT EVERY V-0". 60VERNIN6 BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS RESPONSIBLE FOR DESIGN INTENT ONLY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. FAR FLOOR AREA RATIO STY. STEEL +J 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PACE • 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED F.A.V. -� FRE5H AIR VENT S.V. SMART VENT 14. THE CONTRACTOR SHALL KEEP FREMI°sE5 REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS &OVERNIN6 BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE: CONTRACTOR SHALL REMOVE ALL NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DE51ON STANDARD FOR METAL PLATE RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN &LASS AND LEAVE WORK CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DEVON DRAWIN65, FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLAS5 U BROOM GLEAN. I-1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM C56 SPECIFICATION FOR 6YP5UM FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. FLOOR SHALL NEVER EXCEED A I6" SPAN. WALLBOARD, A5TM 03-1 SPECIFICATION FOR 6YP5UM LATH, OR A5TM C"iq - 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. FRGE FLOOD RE51STANT CONSTRUCTION ELEVATION Tr TREAD THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER AS PER PAGE 6-005. 1.1. HARDBOARD: HARDBOARD USED IN A 5TRUCTURAL APPLICATION SHALL FR. FRAME TYP. TYPICAL �1 1 COMPLETION OF PROJECT. MEET THE PROVISIONS OF ANSI/AHA A135.4 BASK HARDBOARD OF VJ 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED 1-I. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD ARCHITEOVENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER Ib STRUCTURAL PANELS: FTC. FOOTING VERT. VERTICAL A6AIN5T ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 METAL BY REPEATED BRUSHING, DIPPING, OR 50AKIN6 UNTIL THE WOOD ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND H.D. HOLD DOWN w/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH AS: LEDGER BD., BILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY ITSELF INGLUDIN6 THE L055 OR USE RE5U1_TIN5 THEREFROM). (5) IS CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR HDR HEADER WHOLE OR IN PART BY ANY NEGLIGENT AGT OR OMISSION OF THE WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE CONTRACTOR, ANY SUBCONTRACTOR,ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. HNGR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY A. TRUSS JOIST McMILLIAN IAE MIGROLAM BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A B. 6EORGIA PACIFIC 2.0E 6-P LAM 1.5.2. ORIENTED-STRAND BOARD (0515),WAFERBOARD ORIENTED-STRAND HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET A. TR.U55 JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 ALL TO BE INSTALLED AS PER MANU. SPEC.'S PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT BUT NOT LIMITED TO FORM-WORK, BLOCK•-WORK,FRAMING,NAILING, PLACING STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GORE EVALUATION REPORTS. TO BE SURE THEY ARE IN ACCORDANCE !^✓,ITH THE DRAWINGS, SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, ������I O� � ���������I ®� ���� ��J M,���� � APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AND SPECIFICATIONS WILL NOT BE FERMI-'TED WITHOUT WRITTEN CODE EVALUATION REPORT. AUTHORIZATION OF THE ARGHITEGT/EN6INI.ER. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.6.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS PROP05ED DESIGN CODE PRE5GRIPTIYE VALUE $ PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.l GELLULO5IG COMPONENT VALUE G I TATI ON (PER 2020 NYSEGGG) GOMPL I ES EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0208 STANDARD SPECIFICATION FOR 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN � MAX. U-VALUE = 0.32 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. FENESTRATION U-VALUE U-VALUE = 0.25 MAX. AIR LEAKAGE = 0.50 0FM/5F YES SPECIFICATIONS, UNLESS NOTED OTHERWISE. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I AIR LEAKAGE = 0.30 GFM/SF PER R402.4.5 4 TABLE R402.1.4 - CLIMATE ZONE 4 THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (F5- ►), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL 22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION OF THE HOLE SHALL NOT BE CLOSER THAN 5/8 TO THE EDGE OF THE STUD. 25. PLEASE NOTE THAT THESE PLANS ARE: PROTECTED A6AIN5T ANY REPORTS. EXTERIOR (2 xb ) WOOD MIN. R-VALUE = 20 (CAVITY) YES NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. R-21 GATT INSULATION UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 GOPYRIOHT PROTECTION ACT OF Iqc10 (A1NGPA), WHICH HAS SEVERE PENALTIES. :25. CO 5• FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE FASTENERS AND GONNEG ALL FASTENERS AND CONNECTORS SHALL CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, CONFORM TO THE STANDARDSS SPE SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. NOTES, AND TABLES ON PAGE G-005 4 G-004. THE FASTENING SCHEDULE T OMPL I AN STATEMENT: GENERAL WIND PROTECTION CONNECTION NO 5: 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SPECIFIES THE REOV NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND 5GREW5 (INCH SERIES). CONSTRUCTION;SSTD 10-qq AND 2016 SBG HIGH WIND EDITION WOOD FRAME SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING GRAFTER 4 [RE]. CONSTRUCTION SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG 5GREW5 OR LAO BOLTS SHALL COMPLY WITH ANSI/ w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEG.'s). ASME 618.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 2 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENIN6 DEVICES NOT 26. COLUMN BEARING AS FOLLOWS: v INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL WOOD F05TIN6 TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, SHALL MEET THE REQUIREMENTS OF I NATIONAL DESIGN BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TREATED WOOD 6 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. STANDARD FOR METAL PLATE CONNEECTEDCTED WOOD TRUSS CONSTRUCTION, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS WALL w/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK 6ROUT. AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS. 3. METAL PLATES, CONNECTORS, SCREW°:, BOLTS AND NAILS EXPOSED SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653,STRUCTURAL QUALITY, Q 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL WIDE 3 GOUR5E5 OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 0 HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOP, USE MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING CODE AND ANY 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE TABLE R301 .-1 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REOUIREMENT5 AS SET FORTH IN THE MANUFACTURERS CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) e ANCHOR BOLTS, GORE EVALUATION REPORTS.U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Ya BENT PLATE 8 LONG ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: w/ 6" RISE # w/ (2) s/a"0 BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5• NAILS: NAILS SHALL COMPLY WITH ASTM F I66? STANDARD GROUND SNOW LOAD 25 LB5 5. RIDGE STRAFE SHALL BE ATTACHED TO EACH PAIR x OPPOSING SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PACE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAIL5, SPIKES, AND STAPLES. FENSTER RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS ALLOWABLE LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH RAFTERS. 6LA55 WINDOWS AND DOORS 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES DEFLECTION DOOR i. ALL 6LA55 TO BE INSULATED LOW-E,UNLE55 OTHERWISE SPECIFIED. SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE RAFTERS HAVING SLOPES 6REATER THEN 5/12 EXPOSURE CATEGORY $ 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER MANUFACTURER'S GORE EVALUATION REPORTS. W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS L/160 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 4V' AND EVERY CLEARANCES ARE PROVIDED. 2.2.1. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B I8.6.1 SEISMIC DESIGN CATEGORY B 16" WITHIN 4' OF EXTERIOR CORNERS. WOODSGREWS (INCH SERIES). INTERIOR WALLS d PARTITIONS H/150 3. ALL SLIDING 6LA55 DOORS, SKYLIGHTS, AND ANY 6LAS5 UNIT INSTALLED WEATHERING SEVERE 955 SOUNDVIEW AVENUE 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER UNLESS OTHERWISE NOTED. FLOORS 4 PLASTERED CEILINGS L/360 FROST LINE DEPTH 3'-0" MATTITUCK, NY 11952 OF AND 3"x3 xj WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH JJ�� I I/� G J� }�I/� /� ,�I I I,�I J� BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN GONCRETE/MA5ONRY MANUFACTURER'S SPECIFICATIONS. I`�l-�I L• I I ill.//JTRI`� ( I ALL./ l� Y `4I I�IDOY V/DOOR /MD R -L OTHER STRUCTURAL MEMBERS L/240 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS TERMITE MODERATE TO HEAVY 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4 ON CENTER. ENERGY CONSERVATION CONSTRUCTION CODE. CODES AND REFERENCE STANDARD: 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR NOTATION: EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 ICE BARRIER REQUIRED YES GENERAL NOTES „ A - NUMBER OF 8d NAILS ® EA. END OF STRAPPING (2018 WFGM, TABLE 3.1,P. 18q);WHEN STRAPPING ENERGY TABLE 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN b OF AN EXTERIOR SURFACE. REQUIRES OVER 14 NAILS,USE SIMP50N 0516 57RAPPING (OR EQUAL). STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2016 WFGM,TABLE 3.255,P. 2q1) EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS NEW PORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK 1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL STATE ENERGY CONSERVATION CONSTRUCTION CODE. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. G - NUMBER OF FULL HEIGHT KING STUDS ® EA.SIDE OF HEADER(200 WFGM,TABLE 5.250,P. 2q2; ALTERNATE AS PER TABLE 5.250,P. 2113) 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 6. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. &LASS D D -NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2016 WOOD FRAME SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. (2015 WFGM,TABLE 3.1, P. ISq) CONSTRUCTION MANUAL BY THE AMERIGAN FOREST d PAPER A550CIATION E (2-PLY) - NUMBER OF JACK STUDS ® EA.END OF 2-PLY HEADER(2018 WFGM, TABLE 3.22F,P. 256) 57RUC TURAL DESI ON LOADS PAGE: (AFdPA) AMERIGAN WOOD COUNCIL (AWC:). q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH C E (3-PLY) - NUMBER OF JACK STUDS ® EA.END OF 3-PLY HEADER(2015 WFGM,TABLE 3.22F,P. 288) ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(S) ® EA. SIDE 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW PORK STATE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH B E (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8, P. 191) USE LIVE LOAD DEAD LOAD ®® PLUMBING CODE. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE L 2mOO CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: ME51ON PRESSURE, FASTENING 5GHEDULE B 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE ROUGH OFENIN6, U-FACTOR,LIGHT AREA,VENT AREA,AND E6RESS F EXTERIOR BALCONIES 40 psf 15 psf MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. REQUIREMENTS. ROUGH OFENINC FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) DECKS 40 psf 15 psf 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201'( NATIONAL ELECTRIC 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE p A DATE: 04/05/24 GORE, NFPA-70 AND 2020 NEW YORK STATE ENERGY CONSERVATION TEMPERED 6LA55. 2 OF 4 CONSTRUCTION CODE. MAX NOTATION A B G D E E F PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN 11. EXTERIOR 6LAZIN& SHALL BE PROTECTED FROM WINDBORNE DEBRIS. ROUGH (2-PLY M;-PLY GYPSUM WALL BOARD GLAZED OPENING PROTECTION SHALL MEET THE REOUIREMENT5 OF THE LARGE OPENING HDR) HDR) ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT MI551LE TEST OF ASTM Elggb AND A57M E1556 AS MODIFIED BY 2020 NY5 BG p COMPOUND METHOD. SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OFENIN& PROTECTION SHALL MEET THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR 2'-O" 2 i 1 2 I I 2 ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf 2. ALL GYPSUM BOARD SHALL BE 1/211 ON WALLS AND GEILIN6, UNLESS ANSI/DA5MA 115. '. ` OTHERWISE NOTED. WATER RESISTANT (1,%,.R) AT BATHROOMS AND WHERE 4'-0" 5 1 2 5 1 1 3 ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf DEEMED APPLICABLE. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL +� - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. 4 I 3 4 I I 4 ` \ 3. 5/5", ONE HOUR RATED, TYPE 'X' 6YPSLIM BOARD ON GEILIN6 AND WALLS BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND SLEEPING ROOMS 30 psf 15 psf (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS 8'-O" 6 2 5 5 I 1 5 STAIRS 40 psf 15 psf r ' EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT 10'-O" 6 2 I 6 CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED GUARDRAILS AND HANDRAILS 200 psf 15 psf _ a.- •• 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES,CORNERS,AND ED6E5 SHALL BE ON THE BUILDING. TAPED AND RECEIVE THREE GOATS OF JOINT CONFOUND. ALLOW 24 HOURS 12 psf FOR ATTIC TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR LATH. r. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OFENIN65. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH 6. FASTEN GYPSUM BOARD AS PER FA5TI=NINE SCHEDULE ON FACE 6-003. A50E '7-16 (MINIMUM DEVON LOADS FOR BUILDIN65 AND OTHER STRUCTURES) GENERAL S*NrM50L- KE 'r : Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 0, WOOD FRAME (L.G. 5TL. W Ld EXISTING TO REMAIN WHEN APPLIGABLE 0 — NEW WOOD FRAME (L.G. NEW FOUNDATION WALL M r 5TL. WHEN APPLIGABLE) Q N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL ) © POST FOR 4" WALLS `— CO WOOD FRAME (L.G. 5T1.. r— O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL � O NEW 2-HR FIRE RATED zy POST FOR 6" WALLS), U.O.N. ! EXIST. LO L() Z I WOOD FRAME (L.G. 5%. D N 0 r- T— WHEN APPLICABLE) 0 N EXIST. DECK c -2 o REMO\/E REFL.AGE N/ .0 o m :} � NIDER SLIDER '-' N O -'-' c 0 . 0 .. nQ1 .— � m0 Q) DEMOLITION NOTE: PROVIDE 5HORIN5 AND SUPPORT TO ALL AFFECTED r- STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT _______ ______ _______H OF ANY DEMOLITION OR CONSTRUCTION. I U � EXIST. - - - Q) m 0 o K I TGHEN c EXIST. O REAT ROOM Q ISLAND r 1 v V J PAN.iu REF. Q PROPOSED DEMOLITION. FLAN SCALE: 1/4" = I'-O" FLOOR PLAN NOTES DOOR NOTE: Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHI=N GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.NOTE DOES NOT INDICATE EACH NE:W DOOR PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS, U.O.N. 5. INSTALL AS PER MANU SPEC.'s 6.PROVIDE (2) VxIO" HDR.,U.O.N. 1. SEE PAGE 6-005 FOR ALL OTHER FRAMING Z ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. w O 1 V EX I ST. DECK EXIST. DN Lill a 0 (5) 2"xC" (5) 2"xC" PROJECT: STRUCTURAL STRUCTURAL POST POST FENSTER 2 I I " 14 -011 8 -�'� DOOR L-�j L11 NEN (3) I .�S"xl�" 955 SOUNDVIEW AVENUE 2.0E O F LAM L\/L MATTITUCK, NY 11952 EXIST. — — — — — — — DRAWING TITLE: 0 o KITGHEN PROPOSED DEMOLITION PLANS 0 o EXIST. ORE�T ROOM PROPOSED FIRST FLOOR PLAN . � o PAGE: A—IOLOO (2)EXIST. I'II"WX5W'H D.H. DATE: 04/05/24 3 OF 4 DOOR SCHEDULE Fc-ZL-- GL. REF. DOOR MATERIAL TAG DESCRIPTION MANUFACTURER q 4 RF Z NOTES WIDTH HEIGHT p W < Ile 45 MIN.RATED SELF-CLOSINC7 FIRST FLOOR SERIES 5010-T 101 SLIDERS FLEETWOOD 14'-O" 10'-0" • • XX0 e CONFIGURATION PROPOSED FIRST FLOOR FLAN `','• 1,56 8.5 S.E. HA517AE3LE SFAOrz; 1,56 8.3 S.E. GROSS AREA SCALE: 1/4" = 1'-0" ,`y CL ELEVATION NOTES Q OI W NEW FRAMED DOOR J p t� w N Q DASHED LINE I ND I GATES AREA OE � 0) REMOVED WALL FOR SLIDER o `- co o o � � z �- D- �v N >1 o U I O u) -- - - -- N o c 0 . p .. cl- :2 0 Pli U � cn U 0 Q NORTH ELEVATION (REAR) SCALE: 1/4" = P-V z W O U Lu H Q 0 PROJECT: FENSTER DOOR 955 SOUNDVIEW AVENUE MATTITUCK, NY 11952 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS PAGE: A-20J. 00 DATE: 04/05/24 4 OF 4 E �y~ 6 4 i•� / t�` .. vruR�'e�i-