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Home My WebLink About52745-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52745 Date: 03/12/2026 Permission is hereby granted to: Debra Marks 97 Loines Ave Merrick, NY 11754 To: construct additions and alterations and to legalize an outdoor shower to an existing single-family dwelling as applied for. Premises Located at: 1180 Smith Dr N, Southold, NY 11971 SCTM# 76.-2-32.1 Pursuant to application dated 02/05/2026 and approved by the Building Inspector. To expire on 03/11/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $832.75 co- ESIDENTIAL $100.00 Total $932.75 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ` Telephone (631) 765-1802 Fax (631) 765-9502 htt s://www.sotitholdtowga .',()v Date Received APPLICATION FOR BUILDING PERMIT � P �y. For Office Use Only o PERMIT NO. _ !"� :� Building Inspector ..........ww.. r E B r Applications and forms must be filled out In their entirety.Incomplete applications will not be accepted. Where the Applicant Is not the owner,an Owner's Authorization form(Page 2)shall be co'rnpleted." Date: OWNER(S)OF PROPERTY: i Name: David Marks SCTM# 1000-76-02 Project Address: 1180 Smith Drive North, Southold Phone#:516-458-0108 Email:97dmarks@gmail.com Mailing Address: 1180 Smith Drive N, Southold CONTACT PERSON: Name:Brooke Epperson Mailing Address: PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure *Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 150,000 Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:Single Family Residential Intended use of property:Single Family Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 Non-Conforming this property? ❑Yes BNo IF YES, PROVIDE A COPY. 8Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In bullding(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(pri a ): = BAuthorized Agent ❑Owner Signature of Applicant: Date: 175 2. STATE OF NEW YORK) K �SrS::,� COUNTY OF a 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 thhiss, yn , day of Notary Public CHRISTOPH) R B BONDARCHLIK PROPERTY OWNER AUTHORIZATION NOTARY 131IRLIC STATF OF N F W YORK 44 (Where the applicant is not the owner) RQualiaed i S IlIBO(N11f9 Qualified m Suiii�+ll�C"'�Monay M�Cummis`ion Expires Lq v I �'I residing at 1180 Smith Drive North I, Southold do hereby authorize AMP Architecture to apply on my behalf o the Town of Southold Building Department for approval as described herein. 2 o 2,6 Owner's Signature Date 0 4-e .. Print Owner's Name 2 SYMBOL LEGEND El ROWMI'NO [2 GAS ME ER 0 I.P. I.E.FND TJ WATER MFTFR 0 ,P a SET DI 3A5 VALVE m5l SPOT ELEVATORS p0 WATER VALVE TRAFFIC SlGf4k POLE TEST POLE 10, UnUTY POLE TREE >— GUY MEL 9NRuq 4 UTILITY POLE w(LIGHT 0 BOLLARD )`- LIGHT Pa-F A WETLAND FLAG 7io- SIGN O.C.DEPRESSED CORE FIRE IIYBRANT FE FENCE (a MANHOLE MAS.MASONRY MIS-A--INLET PI-Al PLAITOR. NJ 'B_-INLEI W.W.WINDOW WILL -C-11,1111 B/W DAY VANDOW YARD INLET C/E CELLAR ENTRANCE YARD I O/H OVERHANG CABLE W BOX R/O ROOF OVER A/C UNIT L.S.A.LANDSCAPED AREA Ql ELECTRIC METER CANT.CANTILIMIRRTH �MI DH DRIVE No (60' 14-00- E F LOT F, LOT 104 LOT 10 P'O. L'OT 9 ;200-72 'D, TAX FM "OTT"I TAX TAX LO '0 1 01 a so", ge 'TO P.O. FM LOT 102 TAX LOT 11 10 O'�w S8030 01 2775 CIO FM LOT TAX LOT S2 EM LOT LOT 33 TAX C� po jg LOT117 TAX LOT"1 VACANT LOT z\ B. .00 DPfVE s Ur 14 Vf W IDE Tf (60, ) t.Cw,�FkP EA GRAPHIC SCALE 30 0 15 30 GUARANTEED TO: SHELBERT VENTURES INC. IN FEET FIRST INTERNA11ONAL TITLE INSURANCE AGENCY I inch = 30 ft. SURVEY OF PROPERTY oVN SQALICE LAND P.O. LOTS 117,102,104, I- J,sc 4. r �EAJ5,aIhe@mj,Iands,,"FM Phone: F-631-216-240D AND LOTS 103,116 SURVEYING P.C. MAP OF Always 0 n Point GOOSENECK gg.io$WeA Hoffman Avenue, Landenhunq, Nn-Yorla W57 Email FILE DATE: 11/22/1948 MAP NO. 1663 010, DR.:MC CREW.:AL SCALE: 1 30' SITUATE L 0 1 1 SUFFOLK TAX MAP NO. SOUTHOLD, TOWN OF SOUTHOLD DATE SURVEYED:09/19/2018 1 JOB No.S18-2103 1000-07600-0200-10 AND 32 SUFFOLK COUNTY, NEW YORK 51 TE PLAN HATCH KEY: PROPOSED BUILDING ADDITION •' 45,! eff6 X, PROPOSED ACCESSORY 57RUOTURE ® PROPOSED 2ND STORY 7 l� W / J cu ca o � o � om ZQ0 fi r � 4-J N cj CII Q 0 � � o 5 8'0 °34'p011 70 d ° 0 1 \ W N T W 1 \ ° U � \ LOCATION MAP � 1 SCALE: NT5OL •'-^ 1 - \ W RO�I �T 5r_,,0FE : FAOE <E""r : 0 s\ \ \ EXIST. u+ \ 1 WELL drn s - FROFOSED MASTER BEDROOM BU I LD I NCc ADDITION PROJECT LOCATION &SCOPE - FROFOSED UNF I N I SHED BASEMENT UNDER NEW ADD 1 T 1 ON SITE PLAN &ZONING DATA - FROPOSED BURIED PROFANE TANiG GENERAL NOTES w \ i ENERGY TABLE IL RELoc. STRUCTURAL DESIGN CHARTS �n EXIST. \ \ FRO,Z� I �A I A : 1 SHED -QQ?j,QQ HOEDOWN,ANCHOR BOLT, 1 ` O STRAPPING, & NAILING DETAILS r- �'S• PROJECT / ZONING DATA FASTENING SCHEDULE 11 2 j TAX MAP # 1000-"1600-200-10 32 FRAMING GRAPHICS 1 5 8 p,3O pp" Vd / \ / ZONING D15TR'•IGT R-40 / NC, BEAM CONNECTION PATTERNS 2775' /N \ FIREBLOCKING DETAILS LOT AREA _. 0.5 ACRES CofO - MAIN L'7WEL.LIN5 #Zbb�i; 0l/o2/5a O I .00 PROPOSED DEMOLITION PLANS 11 N/ \ RELOCATED { 1 � AG UNIT CofO -ADDITION #Z145a; 10/22/62 1 10' BAR � SI,DB cp CofO - WINDOIW5 8 At, #40464; 06/24/Ia PROPOSED FOUNDATION PLAN z \I PO�iU1L12G (1 DECK ELLA \ #42015; 05/08/21 r \ 6 Exl�s WD EN�� 143 GofO - DECK z 10.1' .p O �.-� \ NEW 0 1 \ \ BASEMENT EXISTING HABITABLE -I Qj,QQ PROPOSED FIRST FLOOR PLAN 12.V \ \ 5TAIR5 O N \ SPACE/GFA � FIRST FLOOR AREA 1,222.4 5•F. 1 1 1 FRp,ME \ 2A°2 PROP. BURIED 1 I STp 5 p3NGB \\ PROPANE TANK PROPOSED HABITABLE -I QQ-,QQ PROPOSED ROOF PLAN 1 50, 5PACE/57A 1 REppRGK 323' - M/� \ FIRST FLOOR AREA I,7a2.0 S.F. ��Lrc'#ajzr- 5E-fgAGK \� /\0 MAN' OuTvOO'R 3a, _ _� 40 FIZOrIT \ -2OI .00 PROPOSED EXTERIOR ELEVATIONS PROJECT: SHOyyER \\ \ \ LOT GO\/ERA0F_ SOUTHOLD TOIWN CODE [ 2,50-16 ] MARKS 11 \ o y LOT -20200 �b COVERAGE . PROPOSED EXTERIOR ELEVATIONS RESIDENCE 20' SIDE SETBACK DE50RIPTION (FOOTPRINT) AREA BUILDING SECTIONS 1 I N N O TOTAL LOT AREA 20,262.5 S.F. \ 9 1180 SMITH DRIVE N. 1 DR�vE�P`Y � I EXISTING MAIN DWELLING 1,232.5 S.F. b.ly �-L(-Q I ,QQ DESIGN DETAILS 2p0-12 SOUTHOLD, NY 11971 � TER EXISTING ND. DECK 534.3 S.F. 2.6y EX15T• 8 12q.01 1 1 � LINE � EXISTING SHEID 100.0 S.F. 0.5y PROPOSED AIDDITION 573.3 S.F. 2.5% P-I O I .00 DWV/WATER SUPPLY RISER DRAWING TITLE: O �- VEMEN? TOTAL AREA (OF ALL STRUCTURES 2440.1 S.F. 12.0y GAS RISER PROJECT LOCATION & SCOPE o _ � - '� pP PA1 SITE PLAN & ZONING DATA EDGE MAXIMUM LOT COVERAGE ALLOWED: toy N SOo3&O011 ZONING REGULATIONS MAIN BUILDING 1� I SOUTHOLD TOYNN CODE [ 250-124 ] PAGE: I � H EXIST. PROPOSED COMPLIES G-001m00 MIN. FRONT YARD 40.0' 40.8' 40.51 YES MIN. 51ME YAR1,D 15.0' 211.2' 15.0' YES DATE: 01/30/26 1 OF 12 MIN. COMBINEI,7 55.0' 67.4' 55.2' YES SIDE YARDS MIN. REAR YARD 50.0' 133.4' 102.6' YES SITE LAYOUT NOTES: I. THIS 15 AN ARCHITECT'S SITE PLAN d IS MAXIMUM HE15iHT 55.0' Ib.Q' I6.01' YES SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON TH15 SITE PLAN IS To THE SOUTHOLD TCAN CODE 250-20-7 (A)(1) ARCHITECT'S BEST OF KNOWLEDGE. LOT 51ZE / AREA IN ALLOWABLE TOTAL o3 2. SURVEY INFORMATION WAS OBTAINED FROM EXCESS OF 20!'000 20,262.5 S.F. 262.5 S.F. GFA GFA A SURVEY DATED SEPTEMBER Icl 2018 AND �~~ PREPARED BY: (C) LOTS CONTAINING UP 4,550 S.F. TO 50,000 5.1" MAX. }J 50ALICE LAND SURVEYING P.G. ALLOWABLE 5.fF. / PLUS F Q I- Q J D J I T _ PLAN 1. N a9-105 WEST HOFFMAN AVENUE IOy OF EXGE55 LOT AREA 3,350.0 S.F. 26.3 S.F. 3 376.5 S.F. 1,7a2.0 S.F. LINDENHUR5T, N.Y. 11757 OVER 20,000 TELEPHONE: (651) C157 - 2400 SCALE: I" = 15'-O'l c y�I i� /� CARPENTRY WOOD FRAMING MATERIAL STANDARDS &LASS WINDOWS AND DOORS }� I MOTES 4 SI ECi l E l( :,AT l ONS 1. ALL LUMBER OTHERWISE NOTE SHALL BE DOUGLAS FIR LARCH #2 4 SETTER(Fb = 875) UNLESS THE PROVISIONS OF OF ANY MATERIAL OR IMETHODSTANDARD F CONSTRUCTION NOT SPECIFICALLY THE USE I. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. A55REV I AT I O I`lS IT 15 THE CONTRACTOR'S RESPON5151LIT(TO KEEP TH15 CONSTRUCTION DOCUMENT'BINDED PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAYING 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE I5" ABOVE 50RATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED CLEARANCES ARE PROVIDED. BD. BOARD INSUL. - INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR AND ANY 6LA55 UNIT INSTALLED �- GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL SLIDING 6LA55 DOORS, 5KYLIC7HT5, �BFE BASE FLOOD ELEVATION INT. INTERIOR 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, Q GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb% UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD UNLESS OTHERWISE NOTED. BLDO. BUILDING K KIPS (I000 L55) 0 I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS HOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS W APPLICABLE BUILDING DEPARTMENT. APPLICABLE AS A DERIVED WORK). 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH BM BEAM � M 'sANU. SPEG. MANUFACTURER'S SPECIFICATIONSLu co 4. AT FLUSH FRAMING USE 16 OA6E METAL JOISTS HANGERS BY "TECO" OR MANUFACTURER'S SPECIFICATIONS. J 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE IMANNER. EQUAL. I. IDENTIFICATION: ALL SOLID-5AWN LUMBER, GLUED LAMINATED TIMBER, B.O. BOTTOM OF MAX. MAXIMUM ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 5. ALL WINDOW5 TO BE CAULKED AND SEALED AS PER NEW YORK STATE _ STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL GONTRAGTfOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, Q ' N 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL ENERGY CONSERVATION CONSTRUCTION[ CODE. BOT. BOTTOM __ MECH. ][MECHANICAL FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING m 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GiODES RULES SPECIFIED IN i.l THROUGH I.B. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR B.O.W. BOTTOM OF WALL MIN. MINIMUM O AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6 OF AN EXTERIOR SURFACE. _ 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS A:RE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, z C9 INGLUDIN6 END-JOINTED AND EDGE-6LUED LUMBER, SHALL BE IDENTIFIED -1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL G.J. CEILING J015T NAVD88 NORTH AMERIGAN VERTICAL DATUM OF IQ88 i � OF THE OWNER/5UILDER '1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER ORADIN6 OR INSPECTION AGENCY SCREENS AND HARDWARE NECESSARY IFOR PROPER FUNCTION OF SUCH UNITS. COL. COLUMN �YG BG NEW PORK CITY BUILDING CODE O O N z O WHICH PARTICIPATES IN AN ACCREDITATION PR06RAM, SUCH AS THE a '� In � 4 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONIDITIONS 5. MIN. HEADER TO BE (2) 2"xlO" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 5. ALL 6LA55 IS TO BE FREE OF SGRA':TCHES AND IMPERFECTIONS. 6LA55 GOUT. CONTINUOUS O.G. ON CENTER SHALL BE CLARIFIED WITH THE ARCHITFOVEN6INEER BEFORE PROCEEDING ORADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. > X N WITH THE WORK. g. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INVONIA OF THE GRADING AOENGY WHICH COMPLIES WITH THE F.T. EQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH DBL. DOUBLE ;. OGG. OGGUPANGY 0 O m Z (9 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADEANOTHER WINDOW MANUFACTURER, IT 15, THE RESPONSIBILITY OF THE .Fi 4J In UNLESS APPROVED BY THE ARCHITEGT/ENOINEE:R. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE GHAgRAGTERI5TIG5 OF THE WINDOW MATCH DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION O N CE5 ON PAGE 6-003. GENERALLY, 5HEATHIN6 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED THE CHARACTERISTICS OF THE ANDER5bEN WINDOW SPECIFIED. THE Q O R 2 -1. CONTRACTOR TO VERIFY DIMEN510N5 OF FOUNDATION WITH FLOOR PLANS ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARACTERISTICS ARE AS FOLLOWS,BRUT NOT LIMITED TO: DESIGN PRESSURE, DIM. DIMENSION P. GONG. POURED CONCRETE BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING, U-FACTOR, LIGHT ARE/A,VENT AREA, AND EGRESS APPLICABLE. I.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED REQUIREMENTS. I D.J. DECK JOISTS PL. = PLATE 5. DRY WELL5 AS REQUIRED BY STATE AND LOCAL CODES. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM M5055 �A. EACH PLYWD. PLYWOOD 11. SUB FLOORING,6ENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR E5TABLISHING AND MONITORING 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ^ ` g. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PAGE 6-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS TEMPERED &LA55. w DOCUMENT, THE 60VERNIN6 BUILDING CODE AND ANY ADDITIONAL I ELEV. ELEVATION . � P.T. PRESSURE TREATED 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 11. EXTERIOR &LAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIONS CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. AF°ROVAL APPROVED EQUAL. EVALUATION REPORT. SHALL BE PROTECTED FROM WINDBORME DEBRIS. GLAZED OPENING EQUIP. EQUIPMENT I REQ'D REQUIRED PROTECTION SHALL MEET THE REQUIREiIIENTS OF THE LARGE MI551LE TEST OF 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTi ILLO, RA 13 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIE5 A57M Elggb AND ASTM E1556. GARAGE DOOR GLAZED OPENING PROTECTION EXIST. EXISTING RI RISER AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN . BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF SHALL MEET THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT -1--i UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. PERMISSION FROM THE ARCHITECT. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF STANDARD OR AN51/DA5MA 115. (NY5 R(G R301.2.1.2) EXT. EXTERIOR RM. ROOM 14. PROVIDE 'X' CROS5 BRACING AT JOISTS, STUD5, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE U 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 EXCEED 5'-O" AND AT EVERY 5'-O". 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 12. AS AN ALTERNATIVE TO NOTE #II ABbOVE, WOOD STRUCTURAL PANELS WITH F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER RESPONSIBLE FOR DE51ON INTENT ONLY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 5' SHALL �FAR FLOOR AREA RATIO STL. � STEEL � D 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE BE PERMITTED AS GLAZING PROTECTIOPN. PANELS SHALL BE PRECUT AND 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED ATTACHED TO THE FRAMING SURROUNDIIN6 THE OPENING. PANELS SHALL BE WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE PREDRILLED AND SECURED WITH THE AITTAGHMENT HARDWARE PROVIDED AS F.A.V. FRESH AIR VENT S.V. SMART VENT 4-J In 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN ,AT ALL GOVERNING BUILDING GODS, AND ANY ADDITIONAL REQUIREMENTS AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REIMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS SET FORTH IN ANSI/TFI I NATIONAL DESIGN STANDARD FOR METAL PLATE R301.2.1.2. ATTACHMENT HARDWARE SWALL BE PERMANENT FF FINISHED FLOOR ETBD TO BE DETERMINED RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK NECESSARY. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED BROOM GLEAN. FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED OLA55 I"I. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. OR THE MANUFACTURERS CODE EVALUATION REPORT. ON THE BUILDING. r l 15. THE CONTRACTOR SHALL CARRY WORKMAN', COMPENSATION A1ND GENERAL I5. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FLUMBIN6 F.J. FLOOR JOISTS THK. THICK V LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 5PECIFICA71ON FOR 6YPSUM I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) L AND ORDINANCES. FLOOR SHALL NEVER EXCEED A I6" SPAN. WALLBOARD, ASTM C3-1 SPECIFICATION FOR GYPSUM LATH, OR A5TM c7cl SYSTEMS TO NY5 PLUMBING CODE AND NY5 DEG REGULATIONS. FOUND. " ' FOUNDATION T.O.W. TOP OF WALL SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. I6. THE CONTRACTOR SHOULD FULLY &UARANTBE H15 WORK AND THE WORK OF 141. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 2. PROVIDE HOT AND GOLD SHUT OFF WALVE5 AT ALL FIXTURES. � FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD ' ^ THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AfFTER AS PER PAGE 6-003. I.-1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL c J COMPLETION OF PROJECT. MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF 3. ALL WATER PIPING TO HAVE GLEAN COUT5 AT ALL CHANGES IN DIRECTION FR. FRAME TYP. TYPICAL n 1 1'1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE COWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD 51DINO. AND AT BASE OF VERTICAL WASTE FIRMS. ` ) ARGHITEGT/EN&INEER, AND THEIR AOENT5 AND EMPLOYEES FROM AAND ACCORDANCE w/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 1.5 STRUCTURAL PANELS: 4. USE 4" CAST IRON THROUGH FOUNDATTION WALL AND PITCHED AT 1/5" PER FRPR. 1 FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED Q AGAINST ALL CLAIMS,DAMAOE5, LOSSES AND EXPENSES, INCLUDIN46 TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER FOOT. FTC. FOOTING PERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULT1140 FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPIN6, OR 50AKINO UNTIL THE WOOD 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR E,XPEN5E (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER GYP. BD. ± GYPSUM BOARD V.I.F. VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO - P15H WAAHER..........................................2 MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS I) CONSTRUCTION AND �� INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN[ THE WORK ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY - KITCHEN SINK.........................................2" H.D. HOLD DOWN w/ WITH ITSELF INGLUDIN6 THE L055 OR USE RE5ULTIN6 THEREFROM). (5) IS CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR - LAVATORY................................................2 ' HEA W - < CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. TOILET............................................ WHOLE OR IN PART BY ANY NE6 WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLEGOD 1_16ENT ACT OR OMISSION OF THE - SHOWER/TUB................................ 2' HDR , DER D. WOOD EMPLOYED BY ANY OF THEM OR ANYONE FOR WHOSE ACTS ANY OAF THEM MAY - LAUNDRY ..................................................3 A. WEYERHAEU5ER TRUS JOIST 2.OE MIGROLLAM LVL 2. HNOR HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A B. GEORGIA PACIFIC 2.OE G-P LAM LVL 1.5 D.2. ORIENTED-STRAND BOARD (055), WAFERBOAR ORIENTED-STRAND - FLOOR DRAIN...........................................5" PARTY INDEMNIFIED HEREUNDER. PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET HOR. HORIZONTAL A. WEYERHAEU5ER TRUS JOIST 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION IENGLUDING ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT THROUGH ROOF. • 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 'I. PROVIDE FROST-PROOF HOSE 5155 HITH EASILY ACCESSIBLE DRAIN 4 �lSU1� T I 0 1 `4 �I STR T I ®1� R OUR 1�f NTH TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIIFICATIONS, 22. I-JOIST FLOOR SYSTEMS SHALL IN ACCORDANCE WITH THE WOOD APPLICABLE GORE EVALUATION REPORTS. DRAIN GOOKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING GODS, PROTECTION. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN ARID ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY AUTHORIZATION OF THE ARCHITECT/EN6INEER. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 5. WASTE FROM CLOTHES WASHER5 AND LAUNDRY TUBS ARE TO BE PROVIDED N I E W PRO K F H BACK LO PROTECTION.Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAMINC75 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF 50LIM SAWN RAFTERS SHALL EVALUATION REPORT. WIT PROPOSED DESIGN CODE PRESCRIPTIVE VALUE $ NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE COMPONENT COMPL I ES NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS q. THE WATER SUPPLY AND SANITARY 5}YSTEM SHALL COMPLY WITH LOCAL VALUE C I TA71ON (PER 2020 NYSECGC) PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A1g4.1 CELLULOSIC HEALTH DEPARTMENT STANDARDS AND REGULATIONS. 20. CONTRACTOR TO REMOVE 4 RELOCATE A5 REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR 10. APPROVAL AND INSPECTION 15 REOWIRED BY LOCAL JURISDICTION PRIOR 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 MIANNER. TO CONGEALMENT OF PLUMBING. MAX. U-VALUE = 0.2'7 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. FENESTRATION U-VALUE U-VALUE = 0.25 MAX. AIR LEAKAGE = 0.50 GFM/5F YES (VERTICAL.FENE5TRATION) AIR LEAKAGE = 0.50 GFM/5F 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER:', 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. N NOTCHING AND BORING OF STUDS,JOISTS,RAFTERS AS PER BUILDING CODE. PER R402.5.3 4 TABLE R402.1.2 - CLIMATE ZONE 4 SPECIFICATIONS, UNLESS NOTED OTHERWISE. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I NO NOTHIN6 AND E30RIN6 OF STRUCTURAL MEMBERS SHALL BE PERMITTED THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. 5ORED (1-5- 1), THE 6OVERNIN6 BUILDING CODE AND ANY ADDITIONAL NOR ANY POTENTIAL DAMAGE THEREOF°. 22. PROVIDE FIREBLOGKING AS PER NEW YORK AGGESSIBILITY STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD 12. PER NY5 PG 425.4, A 4„x3 CLOSET (BEND SHALL BE AN ACCEPTABLE DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION CEILING R-VALUE R-4q BATT INSULATION MIN. TABLE = 4q YES OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. PER TABLE R402.1.3 - CLIMATE ZONE 4 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A6AIN5T AMY WATER OL05ET CONNECTION. WHERE A S" BEND IS UTILIZED, A 4"x3" FLANGE NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS-SECTION.UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL HORKS 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS 5HALL SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. MIN. R-VALUE = 30 (CAVITY), OR COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. 25 FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. MECHANICAL, FUEL OAS: 20 (CAVITY) + 10 (CONTINUOUS), OR CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, EXTERIOR (2"xV9 WOOD R-31.5 SPRAY FOAM CAVITY GENERAL WIND PROTECTION CONNECTION NOTES: NOTES, AND TABLES ON PAGE 0-005 4 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/A5ME B 15.2.1 SQUARE AND I. MEGHANIGAL AND FUEL GAS ,YSTEMS> SHALL COMPLY w/THE FRAME WALL R-VALUE INSULATION (4.5" THICK ® R-"1/INCH) 15 (CAVITY) + 20 (CONTINUOUS), OR YES ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SPECIFIES THE REOV NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). NY5 MECHANICAL CODE AND FUEL GAS CODE 20 (CONTINUOUS) CONSTRUCTION;SSTD 10-qg AND 2015 SBG HIGH WIND EDITION WOOD FRAME SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING PER TABLE R402.1.3 - CLIMATE ZONE 4 CONSTRUCTION SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO SCREWS: LA6 50REW5 OR LA6 BOLTS SHALL COMPLY WITH ANSI/ 2. ALL MECHANICAL SYSTEMS, APPLIANCCE5, 4 EQUIPMENT SHALL BE LISTED, Z 1. A CONTINUOUS LOAD PATH BETWEEN FOOTING-e, FOUNDATION WALLS, SHEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS 4 MANU. SPEG.'s). ASME E15.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). LABELED, 4 INSTALLED IN AGGORDANGEE w/MANUFACTURER'S SPEG.'5 $ CODE. MIN R-VALUE = 30 (CAVITY), OR w FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. FLOOR R-VALUE R-30 BATT INSULATION la (CAVITY) + -7.5 (CONTINUOUS), OR YES n 2.2.3. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES 3. ALL FUEL GAS SPACE HEATING APPLIIANCE5 IN RESIDENTIAL BUILDINGS 20 (CONTINUOUS) 0 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVI(CE5 NOT 26. COLUMN BEARING A5 FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN SHALL BE EQUIPPED w/FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL PER TABLE R402.1.3 - CLIMATE ZONE 4 v INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, SUPPLY TO THE BURNER WHEN THE FLAMIE OR PILOT LIGHT 15 EXTINGUISHED. COMPLIANCE STATEMENT: BE USED IN ACCORDANCE WITH MANUFACTURER'S REGOMMENDATIIONS. TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNIN0 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. 4. SUPPLY 4 RETURN DUCTS OR PORTIOtN5 THEREOF NOT LOCATED TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFE5510NAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN m 3. METAL PLATES,CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSEED SECURE w/ (2) 1/2" 0 ANCHOR 5OLT5 (4" LONG EXPANSION BOLTS ® COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED COMPLIANCE WITH THE 2025 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN I COASTAL EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4• METAL CONNECTORS WHERE METAL PLATE OR 5TRAPPINO SIZE AND TO AN R-VALUE OF AT LEAST R-5 FOR DUCTS 3"0 4 GREATER, AND AT LEAST AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED). POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6" 6A6E ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, R-6 FOR DUCTS UNDER 3"O. (NY5 EGG Rt403.3.3) ed WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® PO5TIN6, U.O.N). GRADE 35 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL Q 4. WHERE WINDOWS AND DOORS INTERRUPT W00D STRUCTURAL PANEEL HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY 5. SUPPLY 4 RETURN DUCT, LOCATED W4ITHIN CEILING INSULATION SHALL BE SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS 5HANLL BE ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S TABLE R301 .7 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADERR STUDS IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ CODE EVALUATION REPORTS. INSULATED TO AN R-VALUE OF AT LLL F` R-5, AND 5, IN CONTACT WITH CLIMATIC, $ OEOORAPHIC DE51ON CRITERIA STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, INSULATION OF AT LEAST R-Iq AT ALL POINTS ALONG, ABOVE THE TOP OF, AND PROJECT' AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. BELOW THE BOTTOM OF DUCTWORK. (NY5 EGG 403.3.5). ADDITIONALLY, ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS . U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4 BENT PLATE 5 LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPP05ftO w 6 &ROUND SNOW LOAD 25 LB5 / " RISE 4 w/ (2) s/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LE65 SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. DUCTWORK WITHIN ATTICS SHALL BE INSUULATED AGAINST AND ABOVE THE RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER IS SET 6 MIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. INSULATED DUCTWORK TO A VALUE EOWAL TO OR GREATER THAN THE LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES PROPOSED CEILING INSULATION R-VALUDE, LE55 THE R-VALUE OF THE ALLOWABLE MARKS RAFTERS. FOUNDATION, CONCRETE. AND MASONRY DUCTWORK INSULATION (R403.3.4.2.2) STRUCTURAL MEMBER BASIC WIND SPEED 150 MPH SHALL MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING GORE DEFLECTION I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT AND ANY ADDITIONAL REQUIREMEN75 AS SET FORTH IN THE SITE WORK RESIDENCE 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE MANUFACTURER'S CODE EVALUATION REPORTS. I. STAKEOUT 15 TO BE PERFORMED BY AN LICENSED SURVEYOR RAFTERS HAVING 5LOPE5 GREATER THEN 5/12 EXPOSURE CATEGORY B SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF L/150 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 2.2.1. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 15.6.1 2. VERIFY ALL 61VEN DATA ON DRAWIN465. IF THERE 15 A DISCREPANCY, W/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B 16" WITHIN 4' OF EXTERIOR CORNERS. WOODSCREWS (INCH SERIES). RECEIVE CLARIFICATION FROM ARGHITEGT/EN&INEER PRIOR TO PROCEEDINO. 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501E INTERIOR WALLS 4 PARTITIONS H/150 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. WEATHERING SEVERE 1180 SMITH DRIVE N. TO THE FOUNDATION WITH ANCHOR BOL75 HAVING A MIN. BOLT DIAMETER 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/SQ. FT., U.O.N. MECHANICAL CONNECTIONS: STOCKPILE TOPSOIL OBTAINED FROM SITRIPPIN6 DRIVEWAY AND BUILDING OF k AND 3"x3"x�" WA5HER5. A MINIMUM OF ONE ANCHOR BOLT SHALL BE SITE. STOCKPILE ALL EXCAVATED MATERIALS. FLOORS 4 PLASTERED GEILINO5 1-/360 FR05T LINE DEPTH 3'-0" SOUTHOLD NY 11971 PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MASONRY OTHERWISE NOTED SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 4. NEW AND EX15TINO BACK FILL MATERZIAL ARE TO BE FREE OF WEEDS, TREE ALL OTHER STRUCTURAL MEMBERS L/240 FOUNDATIONS. ANCHOR BOLTS SHALL N LOCATED WITHIN 12" OR CORNERS 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED FOR BACK FALL MATERIALS, AND SHALLBE REEMOVED FROM SITES. ALL SURF-LUS MATERIAL . IS UNSUITABLE TERMITE MODERATE TO HEAVY DRAWING TITLE: AND AT ,PAGING NOT EXCEEDING 4 ON GENI'ER. ,� EXTERIOR WALLS Y4/ PLASTER OR STUCCO FINISH H/360 6. NO BACK FILL SHALL BE PLACED A6AIN5T FOUNDATION WALLS BY SIMPSON MANUFACTURER. 5. PROTECT TREES WITHIN EIGHT FEET O)F THE BUILDING. ICE BARRIER REQUIRED11 YES GENERAL NOTES CODES AND REFERENCE STANDARD: UNTIL 151 TIER OF FRAMING 15 IN PLACE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES INSULATION EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 ENERGY TABLE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2025 NEW YiORK '1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWING INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL S. LOADING VALUES, GONTRAGTOR SHALL CONTACT ARCHITECT IF ANY I. ALL EXTERIOR HALLS AND ROOFS SHAALL BE INSULATED WITH FOIL FACED STATE BUILDING CODE, 2025 NEW YORK STATE RESIDENTIAL CODE, :2025 LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON AN" F15EROLA55 BATT INSULATION BY JOHNI MANVILLE OR APPROVED EQUAL. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FIN15HE5 L/120 STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE COG'E, AND 2025 NEW YORK 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED FOIL TO BE PLACED TOWARD WARM SIDE. STATE ENERGY CONSERVATION CONSTRUCTION COVE. SOLID WITH CONCRETE. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIION5 OF q, ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-003. S. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER WALLS FROM b" BELOW GRADE TO 24" !BELOW GRADE IF DESIRED BY WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2024 WOOD FRZAME MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. CONTRACTOR OR OWNER. CARE SHOULD) BE TAKEN NOT TO DAMAGE CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOGIIATION 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRE551VE 5TRENOTH AT 25 FOUNDATION WATERPROOFING. STRUCTURAL DESION LOADS PAGE: (AFWA) AMERIGAN WOOD COUNCIL (ANC). DAYS OF 4,000 P.5.1., U.O.N. b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: G-OO2mOO 3. ALL PLUMBING WORK SHALL CONFORM TO THE: 2025 NEW YORK 5'TATE II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH - q" R-30 FOR FLATf GEILIN65 USE FLIME LOAD DEAD LOAD PLUMBING CODE. b MIL. POLYETHYLENE VAPOR BARRIER UNDER -1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - 5.25" R-30C FOR VAULTED AND CATHEDRAL GEILIN65 ARCHITECT - 3.5" R-13 FOR 2"x,4" WALL CONSTRUCTION 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2025 NEW YORtK STATE 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. - 5.25" R-21 FOR 2")x6" WALL CONSTRUCTION EXTERIOR BALCONIES 40 psf 15 psf MECHANICAL CODE AND 2025 NEW YORK STATE FUEL OAS GORE. 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM - 5.25" R-21 FOR FLOORS 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RE51STANT TIES - HANGER SHALL BE ALLOWED TO BE 5U55TITUTED WITH A TOP MOUNTED DEGK5 40 psf 15 psf 5. ALL ELECTRICAL WORK SHALL CONFORM TO :201? NATIONAL ELEC,TRIG (1) WALL TIE PER (5) 50. FT. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ASPHALT ROOFING SHINGLES DATE: 01/30/26 2 01712 CODE,NFPA-70 AND 2025 NEW YORK STATE ENEEROY CONSERVATIOtN I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING CONSTRUCTION CODE. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 5HINGLE5 OR APPROVED EQUAL. PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. ELECTRICAL: GYPSUM WALL BOARD I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 2. SHINGLES SHALL BE APPLIED OVER IE5# BUILDING FELT, UNLE55 OTHERWISE ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND ,JOINT 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. TO 2011 NATIONAL ELECTRIC, CODE, NFPA-70 AND 2025 NEW YORK STATE NOTED. ALSO, CONTRACTORS OPTION TO APPLY 6AF4WEATHER-WATCH ICE COMPOUND METHOD. FROM FOOTING TO 2" ABOVE FINISH GRADE. ENERGY CONSERVATION CONSTRUCTION CODE. AND WATER BARRIER FROM EDGE OF E:AVE TO 24" IN51ME EXTERIOR WALL ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 sf 15 psf r r"[)AP . LINE. 4 24 FROM ALL VALLEYS, AND ROOOF FLASHING CONDITIONS. p p ,I'" ��°- 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLM55 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON v- '� '" Ct �� ',' OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHHERE OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/EN6INEER. NO COMPLETION OF WORK. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf to / '� ,%,`', r,a ' ,- DEEMED APPLICABLE. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. CONSTRUCTION. Crw >` , .-A.. 5. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA-12: SLEEPING ROOMS 30 psf 15 psf ,:_ 3. 5/5", ONE HOUR RATED, TYPE 'X' 6YP5UM BOARD ON CEILING AND, WALLS 1'1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY - GENERALLY,VERIFY OR PROVIDE HARD WIRED 4. ROOFING 15 TO BE APPLIED IN 5TRIC'T ACCORDANCE WITH MANUFACTURER'S * r f_<< ,a (WHERE APPLICABLE) AT HEAT PRODUGIN6 EQUfE'MENT TO EXTEND THREE FEET ARCHITECT/ ENGINEER. SMOKE DETECTORS w/ BATTERY BACK-UP IN: SPECIFICATIONS. 11 IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCINC-7 STAIRS 40 psf 15 psf -I` EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL I5. PROVIDE BITUMINOUS JOINTS BETWEEN SLA55 AND FOUNDATION WALLS AND A. EACH SLEEPING ROOM 5. NAILINO OF ROOFING SHALL BE TO CODE. • "A r . °� ,H CONCRETE PANELS OF 5/5" THIGKNE55 MINIMUM. WHERE EVER APPLICABLE. GUARDRAILS AND HANDRAILS 200 psf 15 psf 'l,� �_,,, �0 B. OUTSIDE OF EACH SEPARATE SLEEPING 6. CORROSION RE515TANT II OA&E ROOFING NAILS AND Ib 6AOE STAPLES ARE ,�'-s0-, 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTIN65 ARE TO BE A AREA IN THE IMMEDIATE VICINITY OF PERMITTED _� i- "�'y� ,. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 2A HOURS MIN. 10" DEEP PROJEGTIN6 6" ON EACH SIDE OF THE FOUNDATION WALL. THE BEDROOMS (GENERALLY THE HALLWAY) 12 psf FOR ATTIC - TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK "I. PROVIDE (2) LAYERS OF 15# ASPHALT['BUILDING FELT UNDERLAYMENT FOR ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR LATH. CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. C. EVERY LEVEL OF DWELLING 2:12 PITCHES TO 4:12 PITCHES 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AN1D AROUND (BASEMENT, FIRST FLOOR, 4 SECOND FLOOR,ETC.) ALL OPENINGS. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED 5. ASPHALT 5HIN6LE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 'BALL STRUCTURAL DE51ON CONSIDERATIONS ARE IN CONFORMANCE WITH AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" THE SEALANT TO UPLIFT FORGES U51N6 ,ASTM D 6351. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PACE 16-005. DEEP 4 3'-O" BELOW GRADE. ASGE "1-lb (MINIMUM DE510N LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLDIONN DETAILS TYi=I GAL NAIL I NO/STRAFf=1NO REOU I REMENTS FOR FASTENING SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. 5PEC.'s,MANUFACTURER U F L I F T, SHEAR/ LATERAL W N D RE S S TA N G E NOTE: TH I5 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS d SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, Q AND ROUGH OPENING FRAMING REQUIREMENTS) 0 "ALL STRAPPING TO BE IY4"x 20 GAUGE** -- "SIMIP5ON" EQU11/ALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE LU *USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (50HEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J cB HOEDOWN 'Al HOEDOWN B FASTENER SPEC. FASTENER m ' ' DESCRIPTION AND QUANTITY SPACING Q uNj CONNECTION A � � FOR NEW b EXIST. � �R 0 � ROOF GE I L I NO FRAMINO ° V o FOUNDATIONS AT RAFTER TO RIDGE I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd 0� >-: co --'~' GONNEGTION: COMMON NAIL w/o PREBORED HOLES. i r-- ENDWALL NDWALL -"-....-„-""� e 2 RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER ° N z 0 (5) 2x FULL (5) 2x FULL CORNER STUD „„.---""" 2.WOOD 15 A55UMED TO BE DF,#2 a BTR. IN DRY USE HEIGHT STUD HEIGHT STUD ONNECTED TO .:::'" FOR STRAP - 3 5 d* COMMON R.R. 2" SERVICE a •CO L0 -Y ';t CORNER STUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST >1U r- GONNEGT'ED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL c � X � N /TRANSFER SHEAR: \ry • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-005 EACH LAP ° ° a--+ Cfl SIMPSON HDQB FOR ROOF SLOPES UNDER 5:12 WITH • � �r HOLES,SET NEW MEMBER. _c 0 m ',N HOEDOWN ANCHOR ® 2-I6d COMMON � • • • � ,� � 2-I6d COMMOIN LOCATIONS NOTED NAILS ® 6" O.G. a ROOF SPANS OF 2,b OR GREATER, • 4.NO MIXING OF NAIL 5IZES OR TYPES ALLOWED N USE 4 8 d COMMON NAILS ® EA. � / GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) SEE PACE 6-003 EACH LAP 0 NAILS ® 6 O.:G. a ON PLANS 10 O.G. IF BLOCKED „„ � • O" O.G. IF BLcOGKED CORNER POST '`�.,� END OF STRAP. ?+ 5.SEE SECTION b FOR ANY RECUT TO CLINCH THE NAILS(TO Q a- 2 b CORNER POSIT J TIGHTLY BOND THE END OF THE NAIL TO A q0°ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 5-003 PER TIE 0 GRAPHIC BELOW) "SIMPSON" HDOS THE ABOVE ASSUMES A RAFTER b.DIMENSIONS ARE DERIVED FROM THE COMMENTARY HOEDOWN ANCHOR ® SPACING OF 16" O.G.; FOR SPACINGS � BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END LOCATIONS NOTED GR 4-I. OF 24 O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS d SPIKES ES a TABLE ON PLANS d, FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END d °e CONNECTION BI 52 AT RAFTER TO 'TOP PLATE TO STUD WALL FRAMINO CONNECTION: HOLDOWN INSTALLATION OPTIONS: , • L2 I 1 , FOR NEW P. GONG. FOUND.'s ,..--'' FOR STRAP - 3 5 d* COMMON NAILS ® EA. LJ """r�~�X TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON PER FOOT -rTl HOLDOWN CAST IN PLACE w/„1/8"4' THREADED ROD - "" ° • END OF STRAP. • • �J •— '"" s� WHEN IN TOWNI OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY CURRIED FOUND.s • • • • "I/5"cP THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOS GEOMETRY EXCGEEDS THAT PERMITTED IN STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY ---_l �I MAX. NAILING GRID ABOVE UTILIZE �J ADHESIVE), a FOR TEMP.'s O°F-40°F USE "51MPSON" AT (OR EQUAL) RAFTER TIE "'" HEADER TO HEADER (PAGE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • (HIGH STRENGTH ACRYLIC ADHESIVE) •FOR EXIST. / NEW G.M.U. (GONG. BLOCK) • FOR TOENAILING - 3 5 d COMMON NAILS TOP or BOTTOM PLATE TO STUD (END-NAIL) SEE PAGE 6-005 PER STUD FILL TOP 2 COURSES SOLID a CAST IN PLACE HOEDOWN USE SAME • w/'i/8"� THREADED ROD CONNECTION -- . _ FOR G.J. TO R.R. - a 16 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RECUIREMENT5 FOR ---... ""•" ENDJOI5T, or BLOCKING (FACE-NAIL) 2-I6d COMMON 12 PER FOOT RAISED G. (WHEN AT EA. PLATE TO :STUD ABOVE a OR BELOW AT G.J. TO G.J. CONNECTION: HOLDOV�lN 'G I HOEDOWN 'D� APPLICABLE) FOR 2 16 d GOM1w40N NAILS � FOR G.J. TO G.J. - q I6d COMMON NAILS FLOOR FRAMINO ■r—^ V J FOR NEW a EXIST. FOR NEWLY POURED CONNECTION GI G2 J015T TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-Sd COMMON PER JOIST n 1 OUND,ATIONS FOUNDATION ® ONE STORY ONLY • W (5) 2x FULL ENDHALL • BRIDGING TO J015T (TOE-NAIL) 2-5d COMMON EACH END Q HEIGHT STUD CORNIER STUD ONNIEGTED TO BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END "SIMPSON" HDCRS TRAN:5FER SHEAR HOEDOWN ANCHOR ® 2-Ibd COMMON (5) 2x FULL AT STUD TO FLOOR ASSEMBLY LOCATIONS NOTED NAILS ® 6" O.G. a HEIGHT STUD ,,.--" """"y. . �i2 o TO STUD CONNECTION: BLOCKING To SILL or 3-I6d COMMON EACH BLOCK -- „ „„ TOP PLATE (TOE-NAIL) ON PLANS 10" O!.C. IF BLOCKED G I '" Tt7lT FOR STRAP - 5 Jd* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I66 COMMON EACH JOIST CORMER POST yNAILS ® EA. END OF STRAP 0 JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST ° ''' FOR EA. PLATE TO STUD ABOVE a OR 2-I6d G M N " o N, 'N BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS ® " O.C. o "., - ---'--Is, BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT a` • ROOF SHEATHINO a d STRUCTURAL PANELS: SOLID d INTERIOR ZONE ad COMMON b" EDGE / 12" FIELD a "SIMPSON" ST D14RJ CONNECTION DI D2 B UP TO q" RAKE OVERHANG LOGKIN6 PERIMETER EDGE ZONE 5 Sd COMMON b" EDGE / 6" FIELD 7': HOEDOWN INSTALLATION OPTIONS: m EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 5d COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s HOEDOWN CAST IN PLACE w/'i/8"(D THREADED ROD "" -~~ • ., . AT STUD TO FLcOOR ASSEMBLY TO SILL GE I L I NC SHEATH I NO FOR EXIST. P. GONG. OR NEWLY GURRE',D FOUND.'s • 7/5"m THREADED ROD (PRE-DRILLED) EMBEDDED 12" IINTO PLATES) GONNIEGTION: D. CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY FROM MIN. - —„ „ ADHESIVE), s FOR TEMP.'S O°F-4O°F USE "51MP5ON" AT CORNER I GYPSUM WALLBOARD 5d COOLERS "I EDGE / 10 FIELD (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR FOR STRAP - 3 mod* COMMON NAILS ® EA. � ° END OF STRAP (NRAP STRAP UNDER SILL PL) SPECIFIED ON D I `^ o WALL SHEATH I NO FOR EXIST. /NEW G.M.U. (GONG. BLOCKS TYP. FOUND. NOTE FILL TOP 2 COURSES SOLID a CP:.5T IN PLACE HOLDOW1N c o FOR EA. PLATE TO' STUD ABOVE a OR BELOW - w/„T/5"O THREADED ROD 2 16 d COMMON NAILS STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD ° � a d ALTERNATE CONFI-C"3URATION - ABOVE STUD TO „ STRAP w/(5) GYPSUM WALLBOARD 5d COOLERS 7 EDGE / 10 FIELD FLOOR CONNECTIOM w/ # LPT4 SIMP50N (OR ---- 8d NAILS® EA.END w NAIL I N C/S T I,A F�I NO @ W I N D O N/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES -"�` ` �." OF EA.STRAP TO 2 EA.JOIST-(FOR FLOOR SHEATHINO (SUBFLOOR) o ALTERNATE USE 51MP50N H2.5A) F U NOTATION:: STRUCTURAL PANELS: A- NUMBER (OF 8d NAILS ® EA. END OF STRAPPING (2024 WFGM,TABLE 3.1,P. 1501);WHEN STRAPPIN6 CONNECTION E „ �~ REOUIRE:S OVER 14 NAILS,USE SIMP50N GSI6 STRAPPING (OR EQUAL). I LESS: COMMON 6 EDGE / 12 FIELD •••~~"""" GREE ATER THAN I": 106 COMMON 6" EDGE / 12" FIELD B - NUMBER<OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2024 WFGM,TABLE 3.23B,P. 2a?) """-"� M • G - NUMBER(OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2024 WFGM,TABLE 3.23G, P. 298 " „„ •-~~" ""�-� ~ ALTERNATE AS PER TABLE 3.23D,P. 299) • 1 - NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHIN6 NAILED 6" O.G. AT THE PANEL EDGE. A D D - NUMBER iOF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILIN6 SCHEDULES SHALL BE USED WHERE WALL 5HEATHIN6 NAILING IS REDUCED. Q (2024 WVFCM, TABLE 3.1,P. I89) 141 In PLATE(S) CONNECTION FOR EXAMPLE, IF WALL 5HEATHIN6 15 NAILED 3" O.G. AT THE PANEL EDGE To OBTAIN HIGHER E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2024 WFGM,TABLE 3.22F,P. 244) a ° a SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR G E (5-PLY) - MEMBER OF JACK 5TUD5 ® EA. END OF 3-PLY HEADER (2024 WFGM,TABLE 3.22F,P. 2114) a° d ° °d ° SLIAB ON GRADE APPLICATION: 2 ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: B F - NUMBER cOF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. SIDE •.,� ~ a d A ° a d a <d - WHEN WALL 5HEATHIN6 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF E (DOES MOT APPLY TO DOORS) (2024 WFGM, TABLE 5.45, P. IQU ° FOR STRAP - 3 8 d* COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I5D NAIL PER FOOT. w ° ENDS OF STRAP (WRAP STRAP UNDER SILL PL.) 5 - FOR ROOF 5HEATHIN6 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUDIN6 4' ON EACH F?�STENINO 5GHEDULE B ° a d a SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE MARKS F ROUGH OF°ENIN6 FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ~"�" 9` USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) "`""~� FOR EA. PLATE TO STUD ABOVE $ OR BELOW - 2 I6 d COMMON NAILS RESIDENCE A 1NOTATION S I ON6OE FOR TRUSS TYPE, PRE-ENO I NEERED ROUGH p` B G D (2 PLY (3 PLY F WOOD, AND/OR TIMBER CONSTRUCTION OPENING HDW HDW HE FOLLOWING 510NAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 1180 SMITH DRIVE N. 2'-0 " 2 1 I 2 I n/A 2 O THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD, NY 11971 SIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 5 1 2 5 1 n/A 3 SQL G NC O TOi= i�L T 565EE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE BRACINO/STRAPPINO AUTHORITY HAVING JURISDICTION: DRAWING TITLE: PROVIDE (2) 2"xl0" HDR (MIN) U.O.N. 6'-0" 4 2 3 4 I n/A 4 TOP PLATE BLOGKIN6 2 FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT, LESS PROVIDE 2 3 5 I n/A 5 SPLICE --} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® BLOGKIN6 O 12"Oz. CONSTRUCTION TYPE DESIGNATION SHALL LEN6TH I 4'-0" O.G. TO AGHEIVE RAKE O.H. BE "1", "I1", "III", "Iv", OR "v" TO INDICATE STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES 5$0 - FOR Vs11ND - EXPOSURES 5$0 - 10'-0" 7 n/A 4 6 2 n/A n/A ALL OTHER CA5E5 ONE !STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE 5TRUGTURE UNDER 5EGTION 602 OF 8 n/A 5 8 2 n/A n/A BUILDING MINIMUM SPLICE BUILDIMI6 MINIMUM SPLICE'",4 THE NY5 BC. DIMENSION (FT) LENGTH (FT) DIMENSIOMI (FT) LENGTH (FT) TYP. STRAP w/(5) PAGE: Sd NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-0" 2'-O"/2'-6" 12'-CD" 3'-0" OF EA. STRAP .10 6" DIAMETER 00, COMPONENTS THAT ARE OF TRU55 TYPE, I6-O„ , „ , „ I6, „ 4-o, „ ATTIC . _.. PRE-ENGINEERED WOOD, OR TIMBER ®®3 ■ NC:HOR BOLT Si� G I I GAT I ONS CONSTRUCTION A5 FOLLOWS: r` "F" = FLOOR FRAMING, INGLUDIN6 20-0 4'-0"/5'-0" 20-0 5-o LOCKING 2 BAYS GI RDER5 $ BEAMS B 6'-I232 ,- O' O. SPECIFICATION (2024 WFGM TABLES 3.2A � 3.28, P. 15'7-I60) 24'-O" 4'-O"/5'-0" 24'-�0" 6'-O" BACK ® 4 G. - "R" ROOF FRAMING �4': = CORNER CONDITION FOR ALL STRUCTURES: ' - "FR" = FLOOR $ ROOF FRAMING DATE: 01/30/26 3 OF 12 %"0 ANCHOR BOLTS ® 52" O.G. 251—O" 5'-O"/6'-3" 28'-O" -I'-0" iv SECOND FLOOR, T r NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE • CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE ^ : � ., ��'+��`•'�'�-'� I. MIN. 1 EMBEDMENT INTO CONCRETE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40-O 8-O%10-O 40-O BLOCKING 2 BAYS G,i PROVIDE AN EQUIVALENT NUMBER OF NAILS „ w/ 3 SQUARE WASHERS AND END NUT SETUP; BACK ® 4-o o,G. END „ 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" 50'--O" 13'-O" '� ,,;' Alt �•` '• CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. a FILL IN EXPOSURE B TYP• `TRAP w/(5) STROKE -a e ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR 4 1 TOP TWO COURSES SOLID 3,TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60-O 12-O /15-D 60-O I6-O bd OF 1 EA. TRAP ' N :fl HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 1 II ' 11 ' I' t II ' 'I { 2. A H LATERAL LOADS SHALL BE MULTIPLIED BY H16; ' FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE -10'-O" - " IO- '-�O O" I q'- " FIRST FLOOR OR REPLACED BY HOLD DOWNS FOR SHEARWALLS 14' O .,_• . �'-:.7 P� PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR .'`• ', r�_. , r. i.s� n " (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 a 12 80'-O" I6'-O" 80'-O" 22'-0" FROM ENDS AND CORNERS (TWO ® CORNERS) W WALL- 1.125 REFLECTIVE REFLECTIVE F to" - (SEE DIAGRAM TO LEFT) 1O'WALL- 1.25 BLOCKING 2 BAYS WHITE 11'WALL- 1.5-15 THIS COLUMN w/MULTIPLIER BACK® 4'-0" o.G. RED PANTONE 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL- 1.5 FOR 1o'-O"WALL #18� 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOU5 FRAMING ORAPHICS CONTINUOUS BUILT-UP OIRIDERS, 5 OR MORE 5LI FORTS (THAT EXCEED Fr-AMINO STANDARDS, IT IS REC'D FOR FRAMER TO HAVE A F I REBLOCK I NO FOR PLATFORM MOOD FRAM NO WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS:. (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) Q AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) sE/of A I/b WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION DESCRIPTION TOGETHER SIDE BY 5IDE XRE CONTINUOUS OVER uj PATTERN L1J BLOCKINO UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINT5 ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.52" LOCATED BETWEEN ONE 5I)XTH AND ONE QUARTER AS FIRE-STOPPING. co N NON-LOAD BEARINO WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS a 12"O.G. THE SPAN LENGTH FROM APN INTERMEDIATE m 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOI5T STUDS STUD B (3)ROWS IOd NAILS a 12"O.C. SUPPORT. NO TWO ADJOINIMIG JOISTS, NOR MORE SERVES A5 FIRESLOPPING. — P THAN ONE THIRD THE TOTAIL NUMBER, ARE TO BE .c SUBFLOOR (2)Rows 1/211 m BOLTS• 12"O.C.STA66ERED; JOINTED ON THE SAME SIDLE: OF THE SUPPORT. B. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE AND DOUBLE 5U5FLOOR G DBL.• ENDS TWO-PIECE PLATE SERVE AS FIRE5TOPPIN6. O BUILT UP GIRDER p� MAX.32" SOLE PLATE NAILING: D (2)ROWS 1/2" m BOLTS• 16"OZ. 4. FOR PLATFORM FRAME GONSTRUGTION: THE DOUBLE �+� � � Cfl /SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE JOIST SERVES AS FIRAME C IN6. >` Z p E (2)ROWS 1/2" m BOLTS• 24"O.c. 5IDE WITH IOd NAILS, TWO NEAR EACH END OF O C N � BETWEEN I/b EACH PIECE, OTHERS STAGoGERED WITH A DISTANCE 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING r2 *Fu LI) -Y d F (2)ROWS 5-3/8"TRU55LOGK SCREWS• 12"O.G. a 1/4 OF A OF I6 INCHES BETWEEN NAIlLS IN A HORIZONTAL OR OF NONCOM-BU5TIBLE FILL. T SCREWED ON(I)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH O � X : N 6 (2)ROHS 3-3/8"TRUSSLOGK SCREWS• 16"O.C. 5IDE w/ IOd NAILS, TWO NE/AR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O O O a-J SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN Qr- H (2)ROHS 5-5/6"TRU55LOCK SCREWS• 24"O.G. P BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRE5TOPPIN6. O (V O -J � Lu JOIST SCREWED ON(1)SIDE OF MEMBER Q THREE-PIECE "1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Q MAXIMUM OFFSET J (2)Rows 5"TRUSSLOGK SCREWS m 12"O.G. BUILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARE= TO BE NAILED w/ 20d JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS MATCHED SIZE OF BLOCKING NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRE5TOPPING. (2)ROWS O BOTH SIDE SCREWS® Ib"O.G. Q UNDER NON-LOAD BEARING FIRESTOPPING AND K SCREWED ON BOTH 5IDE OF MEMBER PIECE, INCLUDING INTERMIDPIATE JOINTS, AND w/ THE 3 PARTITIONS ® 52" O.G. BLOCKING STUD OTHERS STAGGERED w/ A IDSTANCE OF NOT MORE 8. THE HEADER SERVES AS FIRE-STOPPING. L (2)ROWS 5"TRUSSLOGK SCREWS® 24"O.G. BETWEEN I/6 DOUBLE PLATE 5GREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52„ BETWEEN NAILS IPN A HORIZONTAL LINE. 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS ARE TO BE A55EMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NO BRAG I NO STRINGER TO SERVE AS FIRE5TOPPIN6. CANTILEVERED FLOOR I,BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS As 5PEGIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN 6"OR SMALLER FOR THE THREE-PIECE GIRIDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR d CONNECTION PATTERN 'I WHEN 10' OR LARGER P, FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN 5GREHIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL ,..ICJ OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SOLE PLATE 2"1 CONTINUOUS GABLE END MASONRY PIERS, NAILED TCO WOOD POSTS OR FIRE5TOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR LATERAL BRACE• b'O.G. ASS THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING BOLTED TO STEEL COLUMN 5. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE /'� BAND LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED w JOIST (2) IOd NAILS TRdJ55 OR G•J. G1J� G PLATFORM FRAME CONSTRUCTION HRI KA6E CRACAHAY BY AIR KS OF HE NTERIORNTS MOVIN5 AFIINNISHPLASTER OUT OGEIILIIN6 ON AL •�-� M 10) 8d NA I L I NO PATTERNS FOR SIDE LOADED BEAMS (1e . FLUSH I B MS> -LOCATIONS REQUIRUNG FIRE5TOPPIN6- NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE . 1 1 1 AS FIRESTOPPING. NAILS Y FIRE- F1 _ WOOD FIRESTOPPING FIRESTOPPING STOPPING STOPPING FIRE- FIRE- SOLE 1 FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING r 1 MULTIPLE-PIECE MEMBERS V JOIST 5d COOLER NAILS 0 10"OZ. NAILED' BOLTED' P � VERTICAL RA � �I 14;,y�+ BLOCKING 2 x4 BLOCK NAILED TO EA.B GE 2 ROWS Ibd 6 ROWS 16d 2 ROW3 J�' 2 ROWS 15' 2 ROW515 FIRESTOPPIN6 WHEN 4' c,g' W/(4) IOd NAILS COMMON� COMMON� O�TT'-+-+�� BOLTS BOLTSyi�, COVERING IS APPLIED Q • •6"OG.• "O.G. •12"O.G. 12"O.G.12 r/^, 20 a.STRAP TO UNDER5IDE OF V / STUD 6YP5UM BOA g TWO ROWS 12"O.G. THREE ROWS 12""O.G. JOISTS w� LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 (W� � DOUBLE PLATE . 5d COOLER NAILS O 10" O.G. (10) 6d NAILS BEAM SELECTION w/ STD. NAILING ° ° ° ° ° QmNOTE: ENDWALL STUDS AS NOTED IN NOTES "I 8 6 ° ° S NONCOMBUSTIBLE ALTERNATE J015T SHALL BE LOCATED DIRECTLY + DENOTES ALT.FOR USE OF DRYWALL SCREWS ° FIRESTOPPING LOCATION OVER STUDS,UNLE55 TOP PLATE IS 4"® EDGE/12" o FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES �'� WOOD FIRESTOPPING or- IR ORDER. DE516NED TO CARRY THE LOAD SCREWS#6 - VW TYPE W OR 5 FIRESTOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STAGGERED TWO ROWS b"p.G. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DE IT'AI L THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O O O O O O O O O\/ERLA I D ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12". 0 0 0 0 0 0 0 0 o Ilr i 2„SPACE Nor O ATTACHMENT ® \/ALLEY 4.FOR ATHREE-PIECE MEMBER THE SPECIFIED NAILING MOM OM EACH SIDE. S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO TO BE FILLED \ \ ® NONCOMBUSTIBLE FIRESTOPPIN6 FIRESTOPPING III, � APPROX.I INCH THICK BOTH SIDE OF THE MEMBER 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"OZ.OR TRIPLED FOR 4"O.G.NAIL SPAGIN6• LOCATION '7 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING W/ 9.2 ROWS OF 16d COMMON NAILS(12"OZ)FOR DEPTHS 12'OR LESS 4 6d NAILS LOCATION 6 F1REsroPPlNe LOCATION Q ® EA.END a R.R. 6.5 ROWS of 16d COMMON NAILS(i2"OZ)FOR DEPTHS OF 14",16"4 It". LOCATION 10 FULL WIDTH 2" BLOCKING Z O " CONSTRUCTION DETAILS I$ WIND LOAD PATH CONNECTION DETAILS N TOP PLATE DRILL 2"0 INTO ROOF INTERSECTION DETAIL DECK FOR 5TRAPPIN6 INSTL. NOT TO SCALE X15T.OR NEW NEW R.R.SET W/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd ,CONTINUOUS LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO RK'S ALIGN NEW ! EX. R.R.AS 5HOHN NO ST DS PLAN VIEW NOTE: SIMILAR 6 'SHED' WOOD JO I S WOOD jai ROOF,R.R. IN LINE CRIPPLE STUD BLOCK I NO JO I BT HANOE HEADER W OENERAL REaU I REMEN-1.5 FOR GENERAL REGU I REMENT5 FOR � N57ALLA71 ON OF CLINCHED NAILS INSTALLATION OF TOE-NAILS O I RDER/HEADS WOOD ORDER JACK 57UDS WOOD J015T MAIN MEMBER I] LU Q JOIST FRAMING O\/ER WOOD OIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION PROJECT: I. TOE-NAIL5 SHALL BE DRIVEN ® AN ANGLE OF MEMBERS DIAM.X 6 APPROX. 50° w/THE MAIN MEMBER d STARTED APPROX. Y5 THE LENGTH OF THE NAIL FROM THE MEMBER END, MARKS I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER,5TRAI6HT THROUGH AND BENT OVER RESIDENCE A MIN. OF (5) NAIL DIAM.'s AT A 1-10° ANGLE 2. HE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THIS APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF HE NAIL RAFTE5. R TO AVOID INSTALLED IN EA I 5, NO MORE THAN 2 TOE NAILS SHALL BE SIDE OF A RAFTER OR CEILING JO 5T WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLAT BOITTOM PLAT 1180 SMITH DRIVE N. IN EA. 5I1;)E WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR SOUTHOLD, NY 11971 DOUBLE JO I S DOUBLE JOIST TOP PLATE GHIM. CHASE SECUJRINO © STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (SIM. ® CHASE PyITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB, ALL BATHROOMS WITH TILE FLOOR, DOUBLE JOIST FOR NON-BEARINO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION R/L 55 DES N 5TT RAPPIN6 FLOOR R/L 507 ES) UNDER KITCHEN FLOORS AND RADIANT ANT FLOORS W 1 TH MUD. PAGE: Oo G-004mOO TOP PLATE ®1 0-1 WIND RES 1 STANT CONSTRUCT ON CONNECTORSGHIM. CHASE 1WALL �zD v *&'uo CONNECTION LOCATION: PART NUMBER: NOTES: o'to R I DOE-TO-RAFTERS C520 ® 21" APPLY TO EACH PAIR OF RAFTERS d 3 6 DATE: 01/30/26 4 OF 12 z ® RAFTER-TO-WALL H-t APPLY TO EACH RAFTER Lu ROOF o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER REQ D BLOCKING TO ALIGN w/STRAPPING PLATE-TO-WALL STUD "G520 © I8 APPLY TO EACH WALL STUD ��, 0 At? lu ® EA. LEVEL ABOVE N ° APPLY TO EACH WALL STUD � THE FIRST FL. \ ®z d 2ND. FLOOR WALL=TO-IST. FLOOR WALL LFTA or 0520 36 5'lu N ® HEAER-TO JACK STUD 0520 © 12" APPLY TO EACH JACK STUD FLoowCLG. D O CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH SIDEWALL END 0 ,. 157. FLOOR-UNDER-5I LL PLATtE C520 WRAP UNDER DOUBLE SILL PLATE 5IDE �II�J PLAN \1IEW I I (USE WITH 3 SOUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSC�N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. < EXISTING TO REMAIN WHEN APPLICABLE) W NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) J (y) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL ul WOOD FRAME (L.G. 5TL. ® POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL O POST FOR 6" WALLS), U.O.N. — 76 0 NEW 2-HR FIRE RATED i WOOD FRAME (L.C. STL. O O (V z 0 WHEN APPLICABLE) B- 'cu u') ,Y c X � N O 4J 1 O Om � C9 Q O a O W ..�J U • - (D DN 4—j m U c- L- 0) Q . - 0 EXIST. WOOD. DECK RELOCATE 510 C�-FT. EX15TINO A/G CONDENSER REMOVE EX15TINO rr------� EXIST. PROPANE TANK REMOVE WINDOW PROPANE II EXIST. II TANK A/C 11 II I � j I L J �-- L___J I----------- �----- EXIST. ELLAR I ENTRY i I EXIST. GL. EXIST. 11•6 KITCHEN SOFT.O EXIST. 102.5 SOFT. O O EXISO a BEDROOM p lQ EXIST. • ATHROO ATHROOM IS I.b SO.FT. 5 SO.FT. 55.0 50P -- EXIST, AS-BUILT D I j REMOVE DOORS OUTDOOR SO pW PT. I WALLSRIOR SHOWER EXIST. \�� EXIST. lu AUN. METER w v CL. ____ EXIST. LIVING w ROOM 0 (X 554.4 SOFT. U LL EXIST, DINING ROOM 125.2 SOFT. EXIST. EXIST. EXIST. BEDROOM GL• BEDROOM PROJECT: VIA SOFT. 5.0 SOFT. 115b 50.FT. EXIST, MARKS 5.0 SOFT. RESIDENCE CONCRETE 1180 SMITH DRIVE N. STOOP SOUTHOLD, NY 11971 DN DRAWING TITLE: PROPOSED DEMOLITION PLANS PAGE: A-1.01. 00 FROPOSED DEMOLITION PLAN SCALE: I/4" = I'-O" DATE: 01/30/26 5 OF 12 OENEf;;;�AL S`r� 50L <E"'r : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT d WOOD FRAME (L.G. 5%. Q EXISTING TO REMAIN WHEN APPLICABLE) Iu NEW FOUNDATION WALL �,-. ----� W NEW WOOD FRAME (L.G. STL. WHEN APPLICABLE) J (j NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Lo WOOD FRAME (L.G. STL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL O '- P05T FOR 6" WALL5), U.O.N. _ 'D } o NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL. 0 N z O WHEN APPLICABLE) 0- '� � Y 2: X N O p 0 4- ' 0 m •�, (9 FOUNDATION PLAN NOTES c NO O cc Q � a � 0 TYPICAL P. GONG. FOOTING 4 WAL.L CONSTRUCTION: O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD 4 SILL SEAL • ANCHOR BOLTS AS PER PACE 6-005 • P. GONG. FOUND. WALL AS PER DETAIL UPON �.2 n , • P. GONG. FOOTING AS PER DETAIL • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 5-2 I I 5'-2 I 2 3 • B.O. FOOTING 5'-O" BELOW GRADE MIN. GONG • Tr 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN WINDOW WELL APPLICABLE) ry 'ry • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS STOOPS (WHEN APPLICABLE) 3 F m • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET - - - - - - - - -FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) U U OI6"x5" DEEP P. GONG CONTINUOUS FOOTING 2 I , HDR. HDR. AS PER DETAIL I/A-40I (TYP) I �� m 3D HOLDOWN (FOUNDATION TO IST FLOOR : 7 I PROP, 2"xL5" F.J. -�- HOLDOWN 'D A5 PER PAGE 6-003 ' ® 12' O.G. ! I A-40I NEW UN-REINFORCED P. GONG. SLAB PROP. 2"x5" F.J. - U O I. NEW 4" THK. UN-REINFORCED P. CONC. SLAB UPON ® 12" O.G. 2. 6 MIL POLY VAPOR BARRIER UPON I I q O 5. 4" (MIN.) &RAVEL BASE NEW UN-REINFORCED P. GONG, 5LP�5 3 ' - O5 I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON PROP Li A-401 BASEMENT CL LL b O SI a RESERVED I e'GL6 kGT. ,�� -•. I Q NC ED UONDITION = Ca I =N( F - � < -1 m ?a x in OFREEZE PROOF HOSE BIB: - _ r p ( 16 1 FASTENED H/MASONRY ANCHORS (PRECISE _ _ LOCATION T.B.D. IN FIELD - CONSULT H/OWNER) DBL FJ UNDER WALL ry 8 O BEAM POCKET (T'(P.) -� - - - - - - - F I DEL FJ UNDER WALL TYP. STL. COL.: - - - - - - - - - - - - - - - - - -�- iv I UNDER-FLOOR 6'-3y2" O SEE NOTED DETAIL AS PER PLAN p VENTILATION 10 FLOOR PAD FOOTING I I t� AREA 516 S.F. I q 10 18"x18"xl2" DEEP P. GONG. PAD FOOTING A5 PER I - DETAIL I-A/401. I I I-I I % REG. S.F. PROV. IF 12 I I I-I NEW 8"x16" DEEP P. GONG. CONTINUOUS FOOTING AS PER A-202 I 4ONT 5.4 S.F. 2&A S.F. A-20 I I DRILL 4DETAIL 1/EPDXY PIN (4" EMBEDMENT) F1"6. 4 FOUND. WALL I I D INTO ADJOINING FTC. 4 FOUND. WALL OF BASEMENT. I 8 - ool 2-5y2 FIRE RATED DOOR: ° DBL FJ UNDER WALL - 12 3QX6 0.75 HR. SELF-CLOSING STEEL DR. I _ _ STAIR 4 RAILING NOTE: I I IS'-o" ( � RAI m 13 I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 4 MIN. 10" I LO Tr - RISERS SHALL BE CLOSED EXIST. I I 14 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL WOOD DECK ABOVE `I NOT EXCEED THE SMALLEST BY MORE THAN J"• I 5. HEADROOM IN STAIRWAYS SHALL BE AT LEAST b-8 . `fl 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: PROP. 2"x8" F.J. � 4.1. BETWEEN CLEAR HEI6HT 4 HANDRAIL5: 56" MIN. I I ® 12" O.C. 5 45 1. BELOW HANDRAIL,RAILS O 50THiDE SIDES: 2-l" MIN.. I I PROP. 50 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN I I GAL. ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR EXIST. - - - - - II BEL WLL OR MORE RISERS, AND WHERE 5HO1NN ON PLANS. I SEPTIC II 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-51DED _ _ _ _ _ _ _ OUTLET WALKING SURFACES LOCATED MORE THAN 50" ABOVE - - - - - - - - - - - - I i FINISHED FLOOR OR CRAVE, 4 WHERE 5HOWN ON PLAN5,. I - - I O Z 'i. 42 HIGH GUARDRAIL 4 SPINDLE 5P AGING NOT TO �� a LLJ ALLOW PASSAGE OF A 4 0 SPHERE;56 HIGH I - - - - - - - I - - - - - - 0 E HANDRAIL 4 SPINDLE SPACING NOT TO ALLOW ALIGN TOP OF F.J. PASSAGE of A 4" � SPHERE, SEXIST. F.A.I. I �fP ( � itl 13 m 5. 6RIPPABLE RAIL AS PER CODE. I I I UNEXCAWATED AREA q. RAILING TO BE WOOD. VENT I ;0 - CLOSE D P. GONG. STAIR: - - - - - - - - - - - - - - - � - - - - - - - - � 3® 1. TYP. 42" RAIL AS NOTED 2.RAILING SHALL BE WROUGHT IRON OR, 6ALV. STL. FASTENING SHALL BE AS PER RAIL MANU. PROVIDE I- - -'1 N J I Q EXTERIOR X T RIOGR GRADE PAINT A5 R.EQ D W OR PODER 5.SEE FOUND. PLAN 4 DETAIL I l -- -- j I 4'-O" 2'-4y2" 4.PROVIDE O P NL. DRYWELL UNDERNEATH STAIR O I PROJECT: PROP. EXIST. MEGH. `OM REMOVE D 14 FLOOR DRAIN: I ( I W.H. 155.6 SaFT. TANK OIL O NEW 5" GUARDED FLOOR DRAIN H/5" TRAP I I I I 4 VENTI I MARKS OFURNACE - •NEw - - XIST. (2) 2"xb' GIRDER -EXIST. I I RESIDENCE 15 NEW RHEEM PROPANE FURNACE (OR APPROVED EQUAL). 15 PROPANE ELEC. 1 REMOVEEEF RNAC 15TINO IL FURNANCE 4 INSTALL NEW I FURNACE PANEL PROPOSED NEW PROPANE LINE PROFAN2.VET THROU5H KALL. 5.ANI. THROU6HHALL. I L - - - - - - - - - - - - - - - - - - MANU. SPEC.'S I I 1180 SMITH DRIVE N. 4.INSTALLPERM . SPE . - - - - - - - - - J I SOUTHOLD, NY 1 WINDOW NOTE: I v 1971 16 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN I O CASEMENT, DOUBLE-HUNG, OR &LIDIN6 (AS NOTED). IL �j INSTALL A5 PER MANU. 5PEC.'5. I N ® p I DRAWING TITLE: 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED;; SEE DESIGNATIONS 4 WINDOW SCHEDULE. I LX EXIST. (V CRAWL SPACE - 5.FOR 5U55TITUTION5, 5EE NOTE #q IN "CLASS WINDOWS N ® I PROPOSED FOUNDATION PLAN AND DOORS" ON PAG 6 E -002.4.ALL CASEMENT I 86"f.5 So.FT. X 5. ALL DOUBLE HUNG WNDOW5 TO BE TILT NDONS TO HAVE ASHARM HINGE.. I w 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: I I 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF SWINGING,SLIDING, 4 BIFOLD DOORS 6.2. WITHIN 15" OF F.F. 6.5. WITHIN 24 OF A DOOR I I PAGE: 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES bb. SEE ALSO &ENERAL NOTES ONPA6E6-oo2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 7. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 02mOO WINDOWS (HEADER FOR ALL) U.O.N.;PRO�IIDEATAMINIMUM - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - -_ - - - - - - - - - - - (2) 2 xl0 HEADER U.O.N. A-1 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEI6HT5 LE55 THAN 24" ABOVE F.F.,THAT ARE MORE THAN '12" ABOVE GRADE OR THE ADJACENT SURFACE T THE DATE: 01/30/26 BUILDING EXTERIOR. 6 OF 12 PROPOSED FOUNDATION FLAN SCALE: I/4" = I'-O' 4, wtl9 ,�,;� EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. // Q WHEN APPLICABLE) EXISTING TO REMAIN 3 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL B 3 B W STL. WHEN APPLICABLE) NATURAL LIGHT VENTILATION Jco (HABITABLE SPACE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL O Ln El WOOD FRAME (L.G. STL. POST FOR 4" WALLS FLOOR'. AREA 263 S.F. _ 41 WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL (2) 2"xl0" 3 (2) 2"xl0" O POST FOR 6" WALLS), U.O.N. S.F. REQ. S.F. PROV. iV O HDR. CATHEDRALA HDR• - 7 NEW 2-HR FIRE RATED CEILING +-+ z C9 LI6HTfING;MIN. 85K x IY WOOD FRAME (L.G. 5TL. OF FLLOOR AREA 21.0 S.F. 60.1 S.F. 3 iv Q z O O CV z O WHEN APPLICABLE) VENTIILATION;MIN. f6 � -� . . _ T U 495 OF FLOOR AREA 105 S.F. 525 S.F. g � PROPOSED � G 00 0 XO ate., BEDROOM NI 3 O m '4-J RIDGE LINE 265.5 5G.FT. FALSE RIDGE LINE +� 4-1Lf) FLOOR PLAN NOTES ~ Q a O z DOOR NOTE: r Uwi V = I G Oj I. INSTALL NEW INTERIOR DOORS W NEW LAUNDRY ROOM:HEN GALLED OUT ( I. NEW WASH /DRY HOOK UP O' ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 8 DOOR DIM.'s U 2.INSTALL NEW EXTERIOR DOORS WHETd GALLED OUT w/SIZE OF EQUIP. N O p ® 3 ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS A5 REQ'S PER MANU. INO SM/GO II'-6" cV ' 5.NOTE DOES NOT INDICATE EACH NEW DOOR $ PROPOSED;SEE DESIGNATION5 $ DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR DRYER EXHAUST NOTE: B ` 3'-3" 4'-�2"7 4'-q" .411 2'-8" 3' 4" WALLS, U.O.N. 4 (2) 2 xb I. DUCT SHALL TERMINATE TO EXTERIOR 5. INSTALL AS PER MANU SPEG.'s 3 2"xb' 6.PROVIDE (2) 2'xIO HDR., U.O.N. 2.DUCT SHALL TERMINATE MIN. 4-O FROM ANY HDR. 1-3 HDR. �� FLUSH HDR. 1. SEE PAGE 6-005 FOR ALL OTHER FRAMING DUCTOFEN 1Z 106 � 0 `I" 3 3.DUCT SIZE AS PER MANU. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER DN . ( z , i 107 • 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN T N W SMOKE DETECTOR / GO DETECTOR NOTES: m I 1 n , CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO Vv O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 1 I 6 D M SMOKE /CARBON MONOXIDE COMBINATION DETECTOR SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO cv - PROF. 1 1 w HARD WIRED TO EACH OTHER w/BATTER)' BACKUP. EXCEED 8 FEET AND SHALL BE LISTED AND LABELED W.I.G. - App'OF, O PROPOSED2.INTERCONNECTION BETWEEN NEW $ EXISTING DEVICES IN ACCORDANCE WITH UL 2158A. NN O 38 in BATHROOMSHALL NOT BE REQUIRED WHERE EXI5TING ALARMS ARE NOT INTERCONNECTED, AS PER NY5 R314.4. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61DMETAL w/SMOOTH INTERIOR SURFACES WITH JOINTS I-I SQFT i 2 X6" G.J. qls Sa.FT. 3.PROVIDE SMOKE/GO DETECTORS A'5 INDICATED, AND RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST A-202 ® I6" O.G. - A-202 PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 5'-b" 4.5MOKE / GO DETECTORS TO MAINTAIN 5' MIN. SCRE 45 U HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 'I. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 4d OPENIN65 TO BATHROOMS w/SHOWIER OR TUB. LOCATION TO THE WALL OR ROOF TERMINATION. THE 5. INSTALL ALL AS PER MANU. 5PEC.'s MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FLUSH HDR. 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0" PROP. 6-O IN COMPLIANCE WITH LOCAL CODE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES V J NOT INCLUDE THE TRANSITION DUCT. STORAGE WINDOW NOTE: 3 OP. 2"X6"" G. . 14 SQ.FT. O 1. ALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN EXIST. WOOD NEW EXHAUST FAN SHALL BE INSTALLED WHERE DECK CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED), 5lo a r. INSTALL AS PER MANU. 5PEC.'S. O6 VENTILATION 15 NOT MET BY MEANS OF NATURAL 104 2.NOTE DOES NOT INDICATE EACH NEVI WINDOW PROPOSED?; CIRCULATION THROUGH WINDOW5 OR DOOR5 TO 1 I SEE DE516NATIONS 4 WINDOW SCHEDULE. OUTDOOR SPACES AS PER NY5 MEGH. CODE SECTION A I I 10 PROP. 15.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS 405.5.2.5; INSTALL AS PER MANU. SPECS , LAUNDRY O 1 AND DOORS" ON PAGE 6-002. 5 m 1 TRP. CJ BELOW ROOM x I E 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE.. NEW FLOOR: P05T ABOVE 5 p I 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH (� I. NEW (2) J" PLYWOOD SUBFLOOR BENEATH (GLUE d R; 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: SCREW);SCREW PERIMETER OF SHEATHIN6 6" O.G. d 12" b.I. FOR ALL 5KYLI6HT5 d OPERABLE PANELS OF O.G. ® INTERIOR. o o m 1= 0- SWIN61N6, SLIDING, $ BIFOLD DOORS 2.NEW ENGINEERIN6 FLOORIN6, COLOR b FINISH AS PER A 6.2. WITHIN IS" OF F.F. H.O. SELECTION x it GL. 6.5. WITHIN 24" OF A DOOR 3 I� 0 SQ.Fr. 6.4. WITHIN 5TAIRWAY5 1 WITHIN !36" OF A LANDING NEW TILE FLOOR: 1' 6.5. WITHIN TUB/SHOWER ENGL05U1ZE5 O8 EXIST. N 6:: 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 I. NEW TILE FINISH (H.O. TO SELECT) UPON 'i 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON ELLAR -1. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND 3,NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON I ENTRY WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM niT-L _ _ 102 6,_q„ (2) 2"xIO" HEADER U.O.N. 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 3 SCREW); I to 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER SCREW PERIMETER OF SHEATHING 6" O.G. d 12" O.G. NY5 R312.2 FOR OPERABLE WINDOW5 WITH SILL HE16HT5 INTERIOR. J _ LESS THAN 24" ABOVE F.F.,THAT APE MORE THAN'12" J ABOVE GRADE OR THE ADJACENT SURFACE AT THE BUILDING EXTERIOR. Oq RELOG. EXIST A/C CONDENSER EXIST. O O • `9 • 2 d Z EGRESS NOTE: KITCHEN O 5M/00 IN COMPLIANCE WITH NEW YORK STATE BUILDING 102.5 50.FT. �AT EXIST. EXis _ NATURAL LIGHT ff VENTILATION CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF ® A H PROPOSED - EGRESS SHALL BE FOLLOWED: i I I i HROO T ROO (HABITABLE SPACE) NET CLEAR OPENINO........... 5.'1 S.F. 5 Sa.FT. 5s.o SQ. DEN N "I O 120 SQ.FT. FLOOR AREA 108 S.F. NET CLEAR HEIGHT............... 24 MINIMUM I I 2-4 NET CLEAR WIDTH................. 20" MINIMUM r _ R PP.O -n S.F. REG. S.F. PROV. DW PAN. ; TYPICAL BATHROOM NOTE: _1A m O • IIF FLOOR AREA 8.6 S.F. 11.2 S.F.1. WALL BOARD 50.FT. O EXIST. I.I. INSTALL MOISTURE RE515TANT GYPSUM BOARD IN EXIST. ELEG ALL BATHROOMS 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND SM/GO METER VENTILATION;MIN. 4.3 S.F. 6.1 S.F. TUB SURROUNDS 45K OF FLOOR AREA 2. SHOWER FLOORS ® J EXIST. LIVING 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON WW0- ROOM z 2.2. CONCRETE MUD-SET (SLOPE 1/5" PER FOOT lY 554.4 50.FT. uj TOWARDS DRAIN) UPON IL 2.5. WATER PROOF MEMBRANE TO COVER SHOWER 0 O FLOOR, WRAP DRAIN d ATLEA5T IS" UP WALLS U S. SHOWER NICHE 5.1 NEW SHOWER NICHE 36"W x I614 x 3.5"D LEGALIZE OUTDOOR EXIST. DINING Y, SHOWER ROOM 125.2 50.FT. EXIST. EXITS , EXIST. W BEDROOM BEDROOM Q 81.4 50.FT. 5.0 SQ.FT. 115b SO PT. p EXIST. PROJECT: GL. 5.0 SOPT. MARKS RESIDENCE CONCRETE STOOP DN 1180 SMITH DRIVE N. SOUTHOLD, NY 11971 FROF05Er�) F I R5T FLOOR FLAN DRAWING TITLE: 50ALE: I/4" = P-O" PROPOSED FIRST FLOOR PLAN DOOR SGHEDI)LE F_ DOOR MATERIAL FIRE TAG ME50RIPTION MANUFACTURER Q Q RATING NOTES PAGE: WIDTH HEIGHT O F- 4 ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL A5 PER MANU. 5PEC.'s. SEE PAGE "0-003" FOR NAILING 4 STRAPPING DETAILS. Olu 45 MIN. RATED A-103m00 SELF-CLOSING WINDON CHART FIRST FLOOR EGRESS 101 RESERVED OPENING PROV. PROV. ROUGH OPENING WINDOW DIMENSION CLEAR LIOHT VENT TAG TYPE MODEL # WIDTH REOV: 20" AMP' PER PER DATE: 01/30/26 7 OF 12 102 SINGLE JELD-WEN 2'-O" 6'-8" • I�I WIDTH HEIGHT WIDTH HEIGHT HEIGHT RE : 51" UNIT UNIT LL71 11 OPEN REQ V D: 5.'1 S.F. 103 SINGLE JELD-WEN 2-81: 61-51, A DOUBLE HUNG �F TW2I0210 3'-0 V8" 3'-0 '7/6�1] 2'-I 15/8" 3'-0 -V8" 5.62 5.05 5 DOUBLE HUNG TW30410 3'-2 VS"�_] 5'-O -VS" 3'-I 5/Vi 5'-0 "I/8" 6.0'l 1I.17 6.05 104 SINGLE JELD-WEN 2-8 6-8 • :l :: far-D A. AWNING AX351 3-5 3/8 2-4 3/8 3-4 13/16 2-4 3/8 6.0 I.6 G� 105 SINGLE JELD-WEN 2'-6" 6'-8" • :: e.',. D AWNING AX51 5-O 3/8 2 all 4-I 17/8 F2-7 V2 X 10.4 �' 106 SINGLE JELD-WEN 2'-O" 6'-8" "� E I DOUBLE HUNG TW2642 2'-8 V8" 4'-4 7/6" 2'--7 5/8" 4'-4 - e", 1.62 J74,20 107 SINGLE JELD-WEN 2'-6" 6'-8" �I - LiII F GLIDER 532 3'-O" I'-II" '� 2'-I I BASEMENT 001 E SINGLE THERMATRU 3'-0" 6'-8" �� ® OE I ERAL ""r��50L_ <F-"**r EXISTING TO BE DEMOLISHED 1NEW PARTIAL HEIGHT — JV400D FRAME (L.O. 5TL. � /� Q EXISTING TO REMAIN IV`iHEN APPLICAB QLE) NEW WOOD FRAME (L.O. 'NEW FOUNDATION WALL J co 5TL. WHEN APPLICABLE) ('7 Q CV NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL E Lo WOOD FRAME (L.O. 5TL. ® P05T FOR 4 WALLS a) APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O O (POST FOR 6" WALLS), U.O.N. -0 O NEW 2-HR FIRE RATED i z (9 WOOD FRAME (L.G. 5TL. O O N z 0 WHEN APPLICABLE) d Lo .Y X = N O 4-+ 1 O 00m O C NC5 ca3Lo O Q W 4"x3" ALUM. (2) POST (TYP) DOWNSPOUT IN WALL BELOW DOWN TO SPLASH GUARD ® GRADE (TYP) 22'-IV:2 U • \Ns E3 4J W - - - - - - - - - - - - - - — — — — — — r-o (TYP) • — PROP. 2" x 5" R.R. I PROP. 2" x 8" R.R. ® 16" O.G. ® I6" O.G. / I U 6.5:12 PITCH 6.5:12 PITCH cY XI 11 ry IQ F- ry N (2) POST(rrP) (2) POST(TYP) I I IN WALL BELON IN WALL BELOW NEW (2) 2"x12" RIDGE _ m U (2) POST (rrP) T I � a A-202 ,,� A-202 I x dJ N 4"x5" ALUM. m I PROP. 2" x 8" R.R. Ii5 PROP. 2" x 8" R.R. DOWNSPOUT Iif 016110.0. ril ® 16" O.G. DOV4N TO SPLASH GUARD ® GRADE (TYP) I I 7:12 PITCH I 7:12 PITCH 4"x5" ALUM. —4::_ DOWNSPOUT -ry DOWN TO r SPLASH GUARD ® GRADE (TYP) Z uj (2) P05T (TYP) 2 II — — — — — — START OF NEN ROOF;ALIGNHITH EXIST. I 1 1 ROOF I &ABLE ROOF II II o - - - - - - - - - - - - J '- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -J L - - - - - ` x PROJECT: EXIST. I I ROOF � MARKS RESIDENCE EXIST. I `EXIST. ROOF ROO I /I F � I I 1180 SMITH DRIVE N. I / SOUTHOLD, NY 11971 I EXIST. RIDGE DRAWING TITLE: PROPOSED ROOF PLAN 11 II 11 II 11 \'FXSTII ROOF \,FX15T � PAGE: II � II II II A-104mOO L� — - - -- - — — — — — — — — — — — — — — — — — — — — — — — — — — DATE: 01/30/26 8 OF 12 - - - al FRCF05E�) ROOF PLAN j N u� 5GALE: 1/4" = 1'-0" ELEVATION NOTE5 a OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS W 2. MATCH COLOR AND STYLE OF EXISTING ROOF J C13 5HINGLES IA ASPHALT ROOFING SHINGLES, :SIZE AND COLOR TO Q N MATCH EXISTING Lr) TYPICAL 51MINO: O � O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM — } O CONSTRUCTION STANDARDS C9 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION i- BEFORE INSTALLATION a I N _ ® SIDING, SIZE AND COLOR TO MATCH EXISTING � X � N O t i O NEW 5/4"x4" 'AZEK' (OR EEO.): � N ca 3 I. PROVIDE AT ALL NEW WINDOI^15/DOORS (TYP) IA I Q O O 2. PROVIDE FOR ALL NEW CORNER BOARDS O4 NEW BASEMENT WINDOW ---- - — —=----- ---- --- 1 O5 RESERVE REMOVE 8 RESET. EXIST. A/C CONDENSER ON O NEW GONG. PAD OR OTHER APPROVED GROUND 2 -_ - - -- — _- -— SURFACE (SEE FLOOR PLAN NOTES) _ ONEW (o" SEAMLESS GUTTERS 8 DOWNSPOUTS; WHI7E v — TO MATCH EXISTING n , D 3 SO RESERVE —a � � 4J W_ NEW FURNACE UNIT DIRECT VENT: — z • O INSTALL FURNACE DIRECT VENT AS PER MANU. SPEC.'S IN FULL CONFORMANCE H/VENTING CLEARANCES / , REQUIRED PER NYS MG 504. 12 v SEE ALSO NOTE ® FLOOR PLANS. O _ MIN. 12" MIN. NEW FURNACE UNIT FRESH AIR INTAKE: _ _F•F• to INSTALL AS PER MANU. SPEG.'5 u irQ I I !^ V J PLAN NOTE: HATCHED AREAS INDICATE AREAS OF 6 3 a l0 12" W NEW WORK m FF J� I FI J --I MIN. 0 1 I I ;;� I � � I I I 0 LJJ�J� LJJ�JL SOUTH ELEVATION (REAR) 5CALE: 1/4" = I'-O" z w 0 L) W I IA 7 H Q 0 —'�'4.5:— --- -- - - - - -- -- - - - -- - - -- - - --- 3 PROJECT: MARKS ��-- -� RESIDENCE 0 0 1180 SMITH DRIVE N. SOUTHOLD, NY 11971 o-w DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS F.F. PROPOSED ? BASEMENT__ � STAIRS L_-� F[ J J L--� ry LLOJ� JJ I PAGE: AR L__ A-201-m -00 I' I I L__.7 I I ` � I I I I DATE: 01/30/26 9 OF 12 I -�r-0tip`� NEST ELEVATION (R 1 C HT S I 1 )E) � 50ALE: 1/4" = 1'-0" ELEVATION NOTES - a O TYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM 0 CONSTRUCTION STANDARDS 2. MATCH COLOR AND STYLE OF E'.XISTING ROOF LJ SHINGLES J co M IA ASPHALT ROOFING 5HINGLE5, 51ZE AND COLOR 1170 Q ;t N MATCH EXISTING O Lo O TYPICAL SIDING: 2 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM O CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION z L � � BEFORE INSTALLATION O N O d 'cz Lo ® 51DING, SIZE AND COLOR TO MATCH EXISTING c X � N O +-+ (9 5 NEW 5/4"x4" 'AZEK' (OR F-01 .-, N O co .4-J L0 O I. PROVIDE AT ALL NEW WINDOY45/DOOR5 (TYP) C O 2. PROVIDE FOR ALL NEW CORNER BOARDS Q O NEW BASEMENT WINDOW IA I W O RESERVE - G CONDENSER ON --_ --- - _ --_ -- -- -�- - --- - ---- - --- - REMOVE � RESET. EXIST. A/ -� - --- - O NEW GONG. PAD OR OTHER APPROVED GROUND - -_ -SURFACE _- (SEE FLOOR PLAN NOTES) -- --- - - _ - - --_- - - - - --- - _ -- -�� NEW 6" SEAMLESS GUTTERS 8 DOWNSPO T ; � TO MATCH EXISTING 2 -- - - ----- ---- O8 RESERVE NEW FURNACE UNIT DIRECT VENT: O OIEEE ■ O INSTALL FURNACE DIRECT VENT AS PER MANU. SPEC.'S dJ IN FULL CONFORMANCE w/VENTING CLEARANCES REQUIRED PER NY5 MG 804. - SEE AL50 NOTE ® FLOOR PLANS. U 10 NEkq FURNACE UNIT FRESH SPEG'AIR INTAKE: INSTALL PER _ 0 Q ■rn dJ v PLAN NOTE: HATCHED AREAS INDICATE AREAS OF _F.F. NEW WORK LEGALIZE EXISTING OUT. 5HWR. ipt 4 EAST ELEVATION (LEFT 51 l�)E) SCALE: 1/4" = I'-O" BUILDING SECTION NOTES ONEW ROOFING NOTE (TYPJ: I. INSTALL NEW ASPHALT ROOFING 5HINGLE5 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEY5 OVER 5.INSTALL 15 # BUILDING FELT (U•O.N) OVER 4.I/2" GDX PLYWOOD SHEATHING Z(BLOCK ALL SEAMS) w 5. GAP SHINGLE OVER RIDGE b HIPS (AS REO'D) 6.PROVIDE RIDGE VENT (A5 REO'D) 0 1. FLASH ALL VALLEYS a.INSTALL DRIP EDGE AS REO'D U q. INSTALL ALL A5 PER MANU. 5PEC.':s OTYPICAL ROOF 8 CEILING CONSTRUCTION: • NEW ROOFIN5 AS NOTED • I/2" GDX PLYWD SHEATHING BLOCKING ® ALL PLYWD w SEAMS) PROPOSED TOP RIDGE HEIGHT Q • R.R., G.J., d G.T. AS NOTED ON PLANS (® 51-ANB OVER ---- --------- - o 8' INSTALL "X" BRID61N6 ® CENTER OF SPAN, U.O.N) ELEV. +15.2 PROP. RIDGE. AS PER PLAN • PROVIDE R-4q BATT INSULATION YdHEREVER ALLOWED PER ATTIC SPACE; IN ALL OTHER AREAS, PROVIDE '1" I PROJECT: THK. SPRAY FOAM INSULATION (R-41 ® R-'I/INCH) O �� I PROP. • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES ATTIC 2 NEW EXTERIOR WALL CONSTRUCTION (TYPJ: PROPOSED FIRST FL. TO_P PLATE_ UNFINISHED CONNECTION BI 5 �� I III �� I I I PER PAGE 6-005 MARKS O • "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON ELEV. +10.1' H NEW R.R. TO G.J. • 1/2" GDX PLYWD. 5HEATHIN6 (BLOCKING ® ALL PLYWD PROP.G. . S P R PLAIN DENCE SEAMS) UPON i PROP. • 2 x6 STUDS ® I6 O.C. w =/DBL. TO PLATE • MIN. R-51.5 SPRAY FOAM CAVITY INSULATION Q 5 (4.5" THICK ® R--t/INCH) � O 1180 SMITH DRIVE N. • 5/8" GYPSUM BD. WALL FINISH NEW SIDING NOTE (TYPJ: O4 D, NY 11971 I. INSTALL NEW FIBER CEMENT LAP SIDING 2. TYVEK HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. SPEG.'o _ 4 O a _4.PROVIDE ALL NECE55ARY TRIM FOR PROPER DRAWING TITLE: INSTALLATION in 5A 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL PROF. 5 5B 5 CONNECTION 'DI' AS PROPOSED FIRST FINISHED FLOOR BATHROOM PROPOSED EXTERIOR ELEVATIONS TYPICAL FLOOR CONSTRUCTION: --- --------� PROP. PER PAGE 6-005 O I. FINISH FLOORING TO SELECT ELEV. +2.1 .�- BEDROOM NEW STUD TO BUILDING SECTION 2. (2) 3/4" T 8 6 GDX PLYWD. SUBFLOOR GLUED FLOOR ASSEMBLY SCREWED r PROP. F.J. AS PER PLAN 5. F.J. A5 NOTED ON PLANS - AT SPANS OVER 8' INSTALL. iv I 'X' BRACE ® MIDSPAN 14SBASELINE (AVERAGE GRADE) 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST ELEV. +O.O' FLOOR AND FOUNDATION) 5. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM J0I5T5 I I PAGE: i ONEW WOOD FLOOR: PROP. BASEMENT p SA I. NEW ENGINEERING WOOD FLOORING;COLOR d FINISH I I UNFINISHED �' A-202mOO AS PER OWNER SELECTION UNCONDITIONED ONEW TILE FLOOR: 5B I. NEW TILE FIN15H (H.O. TO SELECT) UPON 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON DATE: 26 01/30/ 5.NEW " DUROGK CEMENTBOARD (OR.EQUAL) UPON PROPOSED BASEMENT -� 10 OF 12 4.NEW " Tk 6 PLYWOOD SUBFLOOR ELEV. -6.8' -------------------- I -- - - - - - - - - - - - - - - - - - L _ _ A-202 p �.7 SECT 1 ON 1 -1/A-202 �. 50AL.E: 1/4" = P-O" . _ . , A . f(i!..0 2'-0" LAP (TYP.) PROVIDE 5" (MINJ GONG. COVER a OF ALL REBAR WITHIN P. GONG. Q FOUND. WALLS 4 P. GONG. FT6'S. PROVIDE 5TRAPPIN6 d NAILING --- AS PER CONNECTION 'D' IN ————————__ --— -- -� w TYPICAL NAILING/5TRAPPING I I iI PROVIDE BEAM SPLICE J PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, I II CENTERED BEAM S COL. co BETWEEN CAVITIES cu SHEAR, 4 LATERAL RESISTANCE" I PER ENERGY TABLE ON PAGE 6-005 ® EA. STUD. --------—- -- WHEN NOTED ON PLANS Q +-� N = 8 (4) 5/8" H.D.C. LAG b') (WHEN APPLICABLE) I II CX .c L() FLOOR SYSTEM AS NEW (2) 2"xb" P.T. SILL PLATES ------- -----IIII II� �IIII BOLTS (PREDRI LLED) NOTED ON PLAN UPON SILL SEAL UPON COPPER ___ T o > co zTERMITE SHIELD o cNo NEW 5/8"O HOOKED ANCHOR #5 REBAR (TYPJ 0- _I_ - 0- •- BOLTS ® 59" O.G. w/ 5" SQUARE Q-. I I I FLOOR SYSTEM AS - (� ^ d' NOTED ON PLAN >1 V I O O x O N WASHER 8 ENDNUT #5 BENT - I I REBAR (TYP.) �i I j I NEW STL. GAP PL. 'A', 'B', FLOOR WOOD BEAM ��, �/ _ _ _ _ m '�N cV I ( OR 'G' (PER BEAM GONFI6) AS NOTED ON PLAN " -J -J z °< I I WELDED TO COL.;SEE CAP 515 THK. FL. O N r l� I ( FL. DETAILS 14 CALV. PL.I I H.M. D Q O NEW 5-1/2" O.D. 50H 40 y r- d NEW BASE PLATE 'A' HOT DIP 6ALV. STL. COL. II 1I° WELDED TO COL.;SEE (ASTM A125) AS PER 1114 �4 #4 HOOKED VERT. II' i I I BASE PL. DETAILS FOR FOUND. PLAN BY SIMS REBAR ® 48" O.G. °{�. I BOLTING STEEL (OR EQUAL) CAP PLATE Ai n \ ° I PROVIDE GOLD JOINT GONG. 5LAB FOR CONNECTION OF STL. COL. TO (2) 1-5/4" WIDE W AT GONG. SEAMS (TYP)N LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER CORNER CONNECTION ASPHALTIC DAMP i� 6RADE ° . ° ��J; ,L� • ° PROOFING TO EXTERIOR ' dl{ 4" GRAVEL BASE NEW (2) #5 HOR. W M � #5 REBAR (TYP) 2'-0" LAP HORAREBAR (4 TOTAL) a _ m P. GONG. FOUND. WALL (TYF.) (MIN. 4,000 PSI) I - NEW 18"xl8"xl2" _ D -------I-- -F---r--------- FT6E(M N. 4,000 PSI) Es51tPPEllZED FILL II 8 #4 HOR. CONT. REBAR ® I I�° I I ------ I I TOP, MIDDLE,W4 50TTOM TOTAL)OF jl —(�- ---_--- #---�I-------- JCD I —t — I I II O O 5-1/2" O.D. 50H. 40 HOT • — I d I I I DIP CAL\/. STL. COL. {I II ._ ----- ---f�--II---I------- nn11 P. GONG. CONT. FTC-. I = = PLAN WELDED TO PL. W (MIN. 4,000 PSI) 1° II II II 0 (3) #5 HOR. CONT. REBAR� II ° - - - I �� 8"XS"X3/8" THK. II. Q I I II STL. BASE PL. 4" P. GONG. SLAB #5 BENT �.Q\ I I I REBAR (TYP) OO O (4) I/2" HOOKED ANCHOR A .� o t �j FA, FT5. A,NI�) STF-F-L OOL.. L F-T A I L BOLTS EMBEDDED INTO _ A-401.00 FOOTING MIN. 4 w/ OVERSIZED b MIL POLY t J d) I I I SCALE: 5/4" = 1'-0" WASHER AND END NUT SETUP MOISTURE I RETARDER _ ( 4" GRAVEL BA S i " - - _ � 4I I — PROV. GLEAN SASE PLATE 'A' COMPACT FILL , IL4 i 'T' CONNECTION FOUNDA71 ON NALL DETA I L aa \ / ,4-401.00 50ALE: 5/4" 1'-0" 2 REBAR OVERLAP ERLAP ETA I L A-401.00 SCALE: 5/4" = 1'-0" NOTE: I. IF FIN15H MASONRY USED (SUCH AS BLUESTONE) - MA50N TO ADJUST H6HT OF LANDING AS REOV TO ACCOUNT FOR FINISH MASONRY 2. ALL HORZ.SURFACES SHALL BE PITCHED N O 1.48 AWAY FROM BUILDING F- Z S. FOR SLABS ABUTTING FRAMING, INSTALL W COPPER FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, BED ALL FLASHING IN ASPHALTIC MASTIC 4" P.GONG.SLAB U W bxb 10/10 MM STAIR DRAINAGE GALGULATI��)N5: I" UPON COMPACTED STAIR WIDTH = 5'-0" (TYPJ FILL cr- &RADE PROPOSED NEW AREA= 50.5 S.F. 50.5 SC,. Ft. X 0.1-I= 5.14 REBAR BENT TO , • ° __s_- --_ _ 5.Iq/5.1= 1.1 VERT. FT. OF 2' DIA RING REO. SLAB AS SHOWN PROVIDE (1) 2' DIA. X 2'-0" DEEP STORM y a /\\/\\/\\/ Z WATER LEAGHIN6 SYSTEM ••i / / / / PROJECT: -6 (1) #4 REBAR® EA. c 4" ' /// STEP;5" MARKS GV'R ® ENDS �.�, • \\ \\' \\ \\ \\ \\ \\ ,\/,\/,\//\//\/,\/, RESIDENCE \/\\/\\ \\/ LANDING MIN. ° i, /\\/\\/ �COMPAGTED \\/ Z -'� y / / FILL //\// F X a ;,�� \ \/\\/\\/\\�\� \ �/ /\/\/\/ 0 1180 SMITH DRIVE N. #4 REBAR a / / / / / / SOUTHOLD, NY 11971 4" P.GONG.SLAB w/ 2"x4" t'"� ° a i'i/ ° \//\ O.G. (MIN. 5) \//\//\//\//\ � � b"xb"-lo/lo w.w.M. KEYWAY ° ,%�� \\j/\\j/\ �y/�y/�y/�y/\\j/\\j/\\j/\\ \ \ - o UPON COMPACTED FILL \ \j\j\j\j\j 4"DRAIN CONNECTED °• ,'�,� j \ /\ j j j /\ j j j / DRAWING TITLE: TO 50 6. DRYWELL •�i;ii�° �' / / / / / / / / / / / / / / \ GTE: \/\\/\\/ L-�-=---°=- a-----=--=• � 1 \\ \\/\\'tp /\\ \\ \\ \\ \\ \\ ALL P. GONG. \/\\/\\/ DESIGN DETAILS SHALL BE y \ \/\/\/\ 4,000 P51 (MIN)#4 REBAR CONT. 010" O.G. (MIN. 5) it a �\ \\/ /\\/\\/\\/\\/\\/\\/\\/ / / / / / / / / (1) #4 REBAR CONT. P \\ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \\/ 91 \/\/ #5 BENT REBAR ® 12" o.c. I1 /\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \// 11, \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ 8" THK. P. GONG. WALL I . i\//\ \ \//\ \ \ \ \ \ \ \ \ \// I' \ \/\/\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j IPAG E: // // // // // // // // // // // // // (1) #4 REBAR CON.T. \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\/\\/\\/\\/\\/\\ 4A 01OO ■ IS" WIDE x 12" DEEP / \/ \ P. GONG. FT6. (2) #5 HOR. REBAR I`O DATE: 01/30/26 11 OF 12 4 EXTER I Off: MASONIRY STA I R DETA I L A-401.00 SCALE: 5/4" = 1'-0" r�¢ < ' 01 ', a. Q Lu W J M O L0 O = a) 7(5 O 'L >; (D O O N z O co ;-> X N O a-+ O 00m1.j6 c N � co Q d O W J ...�J U • - Q) � 4-J M + U c- L- 0) EGEND /r NOTE• HOT WATER \� ALL PLUMBING WORK SUPPLY (�1 SHALL CONFORM TO LOCAL PLUMBING CODE GOLD WATER NOTE: SUPPLY Q PROVIDE "ABESCO ALL PLUMBING WORK PROVIDE FR EXPANDING SHALL CONFORM TO FOAM" (OR EQUAL) AT PROVIDE "ABESGO FF200 LOCAL PLUMBING CODE ALL PENETRATIONS IN V FR EXPANDING FOAM" (OR . EQUAL) AT ALL �1 FIRE RATED WALLS kAND EXIST FRESH AIR VENT PENETRATIONS IN FIRE k LOOR5/CEILIN65. J i`THROUGH ROOF RATED WALLS AND Q PRODUCT CONFORMS NOTE: O PLUMBING d FLOOlUCT CONFORMS TO ASTM E 514, A5TM FUEL OAS WORK PRODUCT CONFORMS TO E 54, AND UL I4'7q SHALL CONFORM ASTM E 814,ASTM E 84, TO LOCAL I AND UL 14'7q PLUMBING GORE d I V FUEL 5AS I k 4 I GLEAN OUT AS REO'D PIPINS PENETRATIONS: I. PROVIDE "ABE5C0 PROP. MASTER BATH EXIST. EXIST. EXIST. KITCHEN PROP. EXIST, F.A.I. TO EXIST, EXIST. PROP. MASTER BATH EXIST. PROP. FF200 FR HALF BATH BATH 2 LAUNDRY REMAIN HALF BATH BATH----I----- —r-----___ ROOM KITCHEN DRY 2"„�-- 2,--�---- I �2 2" EXIST. NYEW ROOM EXPANDINS FOAM" (OR EQUAL) AT ALL PENETRATIONS AT p EXIST. f"----T-- -- -- EXIST. I I 2„I NEW. I NEW. I I I I I O I LAV. p� EXIST, p� NEW EXIST. PROP. WALL5 AND LAV. I I I LAV. I I I LAV. I LAV. I 1 2 1 2 I EXIST. -a I I LAV. I EXIST. O LAV. LAB/, aKITCHEN LAUNDRY FLOORS/CEILING5. 1 1 1 I I I I New I rl I ( I � K S LEGALIZE (3 ROOM 2.PRODUCT ~ I EXIST � I EXIST.I N4IW I I I I I K.S. i WASHER � j I EXIST. I •QEX15T. NEW I .C— � I ;� I � �Q OUTDOOR -1 CONFORMS TO ASTM W.G I W.G.I W.�. I 1 1 3" LEG. I W.G. Q4 I I W.G. W.G. I I J I I � 1 j pQ SHOWER F E 814,ASTM E 84, a- I I 1 NEW 1 1 OUT. I x v I p� I v v I 'x I i NEW I I 1 �� Q4 EXIST. AND UL 14Tq I EX15T. 1 1 TUB I NEW X 1 1 V I I 1V W.G. - �1 I V X I Iv TUB X '� XI 1v X I I U I Q� RANGE 1 15HOWET. I I I- " I- " 1 EXIST. 2, SHOWER NEW STAIRS z1 O EXIST. 11 z I x 1 • xI •k) x1 •0 NEW I iy xEw LL I I 1 I SHOWER 1- DW 5" FLOOR ivI 1N m = 1 I- SHOWER i"I 1N m m ivl IN ivi Imo+ ivl 1= iNl I= SHOWER ivI jN EXIST. WASHER - I cV I O DRAIN w/3" �1 — �I :N �I :N �I '� DW N1 I� (�VI I' - NEw I I I I 1 1 — �I N - G.O. 3" 2 2 TRAP — I� DRYER N G.O L• --- ---- -------7--- L ---------------L ---1 ---i_----- - =---------- --- --------------J _-- m C.._.._ _i._.._.._I._.._.._.. _. _.Z.. _.._.1_.._.._.._.I_.._..Z..-.._..Z.._.._..1.._.. _..J.._.._.._.._.._.._.._.:I_.._.._.._.._.._.._.._.._.._.._.. _.._..� G.O. I I I CONNECT TO I I I EXIST. WATER j NEW BURIED EXIST. HOUSE PROPANE TANK MAIN DRAIN G.O. SUPPLY SYSTEM j TO STREET Z 1 1 1 j [WATER MAIN W TO SEPTIC z "J _..� SYSTEM j m X X NEW � W FURNACE X NEW w H W FURNACE 0 PROJECT: MARKS RESIDENCE 1180 SMITH DRIVE N. SOUTHOLD, NY 11971 DRAWING TITLE: OAS RISER _ SUPPLY PLUMBING RISER DIAGRAMS FLUMBINO RISER -- DRAIN / NASTE / VEN7 FLUME I NO RISER - SUPPLY' SCALE: NTS GAS RISER DIAGRAM SCALE: NITS SCALE: N75 PAGE: P- DATE: 01/30/26 12 OF 12 �✓,Q A Q ff _ R