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TOWN OF SOUTHOLD BUILDING DEPARTMENT " TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50434 Date: 3/14/2024 Permission is hereby granted to: Krestin DS Livin9 Trt _,,,,,. ..... .. _ .... ._ . ..._.. 790 Indian Neck Ln Peconic NY 11958 a .......... ..._�.......... .. ..... ........... To: Construct additions and alterations to an existing single-family dwelling and legalize "as built" basement as applied for. At premises located at: 790 Indian Neck Ln, Peconic ....... ._.... ..................... ... SCTM # 473889 Sec/Block/Lot# 86.4-1.10 Pursuant to application dated 12/13/2023mmm and approved by the Building Inspector. To expire m„m13/2025. ire on . 9/mmm ..� Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,149.50 AS-BUILT FEE $1,139.00 CO-ALTERATION TO DWELLING $100.00 Total: $2,388.50 _ 1_. .. ............_. _ ......._.............__.......... Building Inspector rly, b6 TOWN OF SOUTHOLD—BUILDING DEPARTMENT � T wt Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 •• � Telephone (631) 765-1802 Fax (631) 765-9502 lit ps:!/ww . ottloldtownn . , Date Received APPLICATION FOR BUILDING PERMIT ��- �..., e p mow. 1 Mtl' 'a For Office Use Only .., PERMIT NO.50 3 Building Inspector: Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:12/11/23 OWNER(S)OF PROPERTY: Name:David Krestin SCTM#1000-086-04.00-1.010 Project Address:790 Indian Neck Lane, Peconic, NY 11958 Phone#:917-617-9580 Email:dkrestin@gmail.com Mailing Address:790 Indian Neck Lane, Peconic, NY 11958 CONTACT PERSON: Name:Mathew Smith Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:msmith@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name.: Mailing Address; Phone#: Email„ DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ©Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? Dyes 9No Will excess fill be removed from premises? ❑Yes *NO .. 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Famlly ReSldence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? ❑Yes *No IF YES, PROVIDE A COPY. 19 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):AMP Architecture BAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) c,, SS: V , COUNTY OF �`��(.] oawi- I � _ .... 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. "- EtARBA A HI,TANDY Sworn before me this Notary Public,State Of New York No. 01 TA6086001 Qualified In Suffolk Coul +yw ,S N a day of _I,����''��'� ,20 0�3 Commission I! Ires 7 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) David Krestin residing at 790 Indian Neck Lane, Peconlc, NY 95 do hereby authorize AMP Architecture to apply on my behalf to the Town of Southold Building Department for approval as described herein. D• `, Dlg4Pelly signed by David Krestin avid Krestin Dale.:2023.12.111515,10-05,00, Owner's Signature Date Print Owner's Name 2 SITE PLAN HATCH KEY: ® PROPOSED BUILDING ADDITION 310.56' ® PROP05ED ACCESSORY STRUCTURE _ Q PROPOSED 2ND STORY rI ca FADE <EY : c '� O d� N Iy •� O N ' iy l ka 4' A o P i PROJECT LOCATION &SCOPE O c N z O SITE PLAN & ZONING DATA � Lo d' rn I EXIS i �s '�.i= A : <a O x N ,r' s 0 O O 4- SHE m I --- -------- I ra _r �iFw Irv.,=� - C®002 .00 GENERAL NOTES C N Occ r, REAR SETSAG r, ENERGY TABLE J STRUCTURAL DESIGN CHARTS Ex15T EXI HOLDOWN, ANCHOR BOLT, W PD 1�11r\ up E F�"= -LL= 1 SHED SHE t^ 1 u>1�,:�.'+� STRAPPING, & NAILING DETAILS FASTENING SCHEDULE 4-J ' m N ! a w ; r r.d;; �p:�,, ai,;� e..,, !;! -OO�.00 FRAMING GRAPHICS 1 In x m,. � I I r ' �� �=P� " , .. BEAM CONNECTION PATTERNS nn ,, FIREBLOCKING DETAILS W � M PROPOSED DEMOLITION PLANS • - N ' o ® LOCATION MAC' � N � - O2 ,QQ PROPOSED DEMOLITION PLANS EXIST. I SCALE: NTS < •r^ I EXIST. POOL ul i W EXIST. GARAGE 17C I 0�J ASPHALT - Q�j.®Q PROPOSED DEMOLITION PLANS C� ' DRIVEWAY � 1 I EXIST. SHED - PROFOSED FIRST ANC SECOND FLOOR MAIN HOUSE Atc 01 T 1 ON [I -doe LKWAY 1 - AS-BUILT E I N I SHED � HEATED BASEMENT WWII PROPOSED FOUNDATION PLAN F O,J�GT DATA : -� I � EXIST. WD. DECK 0 1 1�331, j�.4' 10.5' 375 i PROJECT / ZONING DATA ® OJ .00 PROPOSED FIRST FLOOR PLAN _ I TAX MAP # 1000-Dab-4.00-1.010 i MIN. m EXIST. 2 STRY. (V.I. DWELLING i I - 1 NEW BUILDING \'� m ZONING DISTRICT R-AG / G 106 ,QQ PROPOSED SECOND FLOOR PLAN I ADDITION ,�'� i LOT AREA 2.�i ACRES O z i CofO - MAIN HOUSE 4 DECK #Z201cfa N i EXIST. O EXIST. COVERED DECK IN-GROUND 02.3'-- 00f0 - POOL 4 FENCE #Z-2'1432 0 ' PROPANE \' O I TANK. 0 1 GofO- DETACHED GARAGE z-3oa71 A-20 1 .00 PROPOSED EXTERIOR ELEVATIONS . i EXIST. ASPHALT DRIVEWAY I EXISTING EXISTING HAB I TABLE OR055 /� SPACE AREA A-2O2 .00 PROPOSED EXTERIOR ELEVATIONS i BASEMENT AREA 1,138.5 S.F. 2,055.OS.F. I� I 1 FIRST FLOOR AREA 2,Ob5.o S.F. 2,0b5.05.F. �z L- -- ------- - -- - -- 60' FRONT SETE3A„K - - ------- - -� I EXIST. WELL 1 SECOND FLOOR AREA 1,074.E S.F. 1,074.6 S.F. A-'50 I .00 BUILDING SECTIONS o I I U AREA TOTALS 4,2c1a.1 S.F. 5,244.E S.F. 1 I PROPOSED PROPOSEDIr HABITABLE OR055 SPACE AREA -�Q ,QQ DESIGN DETAILS W (� N BASEMENT AREA 1,138.5 S.F. 2,363.1 S.F. o _ to �'- 1 ' FIRST FLOOR AREA 2,363.1 S.F. 2,363.1 S.F. PROJECT: p,/ 1 _-_-_-_-_-_-_---_---_-__---_-_-_-_ _-_-_-_-_---_-_-_-_ j SECOND FLOOR AREA 1,41a.a S.F. 1,418.a S.F. �j- � Q .QQ PROPOSED STRUCTURAL PLANS N66°00'00"E 267.5a' J AREA TOTALS 4,a20.5 S.F. 6,145.1 S.F. KRESTIIV - RESIDENCE z PROPOSED STRUCTURAL PLANS LOT COVERAGE z SOUTHOLD TOWN CODE 790 INDIAN NECK ' PECONIC, NY 1 Q DESCRIPTION (FOOTPRINT) AREA 96 LOTCOVERAGE �J® � PROPOSED STRUCTURAL PLANS Z TOTAL LOT AREA 127,340.4 S.F. DRAWING TITLr EXISTING MAIN HOUSE 2,085.0 S.F. 1.690 PROJECT LO' FRO�J005ED G)I" E FLAN EXISTING WOOD DECK 565.6 S.F. 0.49b SITE PLA' �- I Q�,QQ PROPOSED STRUCTURAL PLANS SCALE: 1" = 50'-0" EXISTING COVERED PORCH 343.4 S.F. 0.5% EX15TINS POOL 500.0 S.F. 0.6% T EXISTING DETACHED GARAGE 1,12a.7 S.F. O.a3o ® ( Q I .00 DWV/ WATER SUPPLY RISER EXISTING SHEDS 557.7 S.F. 0.4% GAS RISER PROPOSED ADDITION EXTEN51ON 276.6 S.F. 0.290, TOTAL AREA OF ALL STRUCTURES 5761.0 S.F. 4.590 DRAINAGE SYSTEM CALCULATIONS: MAXIMUM LOT COVERAGE ALLOWED: 209b NEW FIRST $ SECOND FLOOR ADDITIONS= �56.5 Sc�. Ft. g36.5 Sc�. Ft. X 0.1" = 15�.2 IMPERVIOUS SURFACES < a" FROM GRADE 141 i.2/42.2= 5.8 VERTI GAL FT. OF 8' D I A POOL RECU I RED EXISTING BRICK WALKWAY 1542.2 S.F. 1.2% PROVIDE (1) 8'0 X 5' DEEP DRYWELL EX15TINS ASPHALT DRIVEWAY 10716.ci S.F. b.4% SITE LAYOUT NOTES: ZONING REGULATIONS MAIN BUILDING I. TH15 IS AN ARCHITE07'5 SITE PLAN $ 15 TOTAL LOT COVERAGE INGLUDINS 15020.1 S.F. I4.2% SUBJECT TO VERIFICATION BY A LICENSED STRUCTURES <a" FROM GRADE SOUTHOLD TOWN CODE (280-ATT. 1) SURVEYOR. THE INFORMATION DRAINAGE SYSTEM IN57ALLA71ON NOTES: REPRESENTED ON THIS 51TE PLAN IS TO THE EXIST. PROP,- • A MINIMUM OF 1 O' SEPARATION 15 RECU I RED BETWEEN DRYWELLS ARCHITECT'S BEST OF KNOWLEDGE. WATER 5ERY1 GE LINE, UNDERGROUND UTILITY LINES, SEPTI G 2. SURVEY INFORMATION WAS OBTAINED SOUTHOLD TOWN GORE 250-207 (A)(1) MIN. FRONT YARD 60.0' 121.2' 121.2' FROM A SURVEY DATED APRIL 15, 2022 COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE AND PREPARED BY: LOT SIZE / AREA IN 47,540.4 ALLOWABLE TOTAL EXCESS OF a0, 127340.4 S.F. MIN. SIDE YARD 20.0' 102.3' 102.3' EDGE OF ALL FOUNDATION WALLS o0o S.F. GFA GFA • , AJG LAND SURVEYING PLLC. (f) LOTS UP TO 200,000 10,100 S.F. MIN. COMBINED , A MINIMUM OF 5 SEPARATION 15 REOUIRED BETWEEN DRYWELLS "17 5. COLEMAN ROAD S.F. MAX. 51DE YARDS 45.0 241.a 255.4 CONCRETE SLABS AND PROPERTY LINES CENTEREAGH, NY 11-120 ALLOWABLE S.F. / PLUS -T • CONNECT ALL CUTTER LEADERS TO NEAREST DRYWELL 531-846-q�i73 2.5% OF EXCESS LOT 7,100.0 S.F. I,155.5 S.F. a,2b3.5 S.F. 3,753.0 S.F. MIN. REAR YARD 75.0' 251.5' 251.5' YE: AREA OVER 80,000 MAXIMUM HEIGHT 35.0' 2a.2' 32.a' YES CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY NOTES S�EG IGATION5 I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 515) UNLE55 THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT A55REV I ATI ONs OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK DEMO PERFORMED AND SHALL COORDINATE THE IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF T06ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RE5PON51BILITY TO READ ALL NOTES, 2• ALL LUMBER IN CRAWL SPACES TO BE 15" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOOR5 ARE TAKEN INTO ACCOUNT. 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 Q, AS GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL BFE BE FLOOD ELEVATION INT. INTERIOR Q 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT Q GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"x6", UNLE55 (I) 2"xb" (THIS DOCUMENT I5 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/5Q. FT., U.O.N. BLDO. BUILDING _K K1P5 (1000 LB5) W I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXI5TIN6 STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, A5 APPLICABLE BUILDING DEPARTMENT. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS BM BEAM MANU. SPEC.'S MANUFACTURER'5 SPECIFICATIONS Lu cc 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, B.O. BOTTOM OF MAX. MAXIMUM Q � N ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALL5 TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWINGS, U.O.N. - .- LO STRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL BOT. BOTTOM MEGH. MECHANICAL C 0 FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS O = � 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL 151 TIER OF FRAMING 15 IN PLACE. B.O.W. BOTTOM OF WALL MIN. MINIMUM _ = O AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, I _0 >' W U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, "1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF I-t88 'Z 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED " Z O OF THE OWNERBUILDER -1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED COL. COLUMN NYC BG NEW YORK CITY BUILDING CODE �0.. $ •0 N i WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. co , It 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER 5TANDARD5 COMMITTEE OR EQUIVALENT. THE CONT. CONTINUOUS O.G. ON CENTER � U SHALL BE CLARIFIED WITH THE ARCH ITEGT/ENGINEER BEFORE PROCEEDING GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-005. 0 -J N WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DBL. DOUBLE OCG. -� OCCUPANCY 0 OO m (9 P.T. REQUIREMENT5 OF U.S. DEPARTMENT OF COMMERCE P520-gq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DAYS OF 4,000 P.5.1.,U.D.N. DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION N O C>3 In UNLESS APPROVED BY THE ARCHITECT/ENCINEER• 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET Q O � O ON PACE 6-005. GENERALLY, SHEATHING 15 OF 1/2" THICKNF-55 ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH DIM. DIMENSION P. GONG. POURED CONCRETE 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN D.J. DECK JOISTS [PLATE APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U5INO PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. 5. DRY WELL5 AS REQUIRED BY STATE AND LOCAL CODES. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TMI V5055 EA. EACH PLYWD. PLYWOOD 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING (1) BRICK VENEER ) BE ANCHORED WITH CORROSION RESISTANT TIE - n , g. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENIN6 SCHEDULE ON PAGE G-003 AND CLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (U WALL TIE PER (3) SQ. FT. ELEV. ELEVATION P.T. PRESSURE TREATED VJ DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL L_ 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEW HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EQUIP. EQUIPMENT REQ'D REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA EXIST. EXISTING [RI RISER 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES I5. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN5. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. EXT. EXTERIOR R.M. ROOM PERMISSION FROM THE ARCHITECT. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF ( , 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE 16. NO CONCRETE OR MA50NRY WORK 15 TO BE PERFORMED IN TEMPERATURES F.A.I. FRESH AIR INTAKE R.R. 11 ROOF RAFTER v - - EXGEED 8 O AND AT EVERY 8 O . 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 AS OF 40 F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO RESPONSIBLE FOR DESIGN INTENT ONLY. SET FORTH IN THE MANUFACTURER'5 CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. FAR FLOOR AREA RATIO STL. STEEL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE RESH AIR VENT S.V. F.A.V.V 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED I'i. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY NT "'I-i W , WOOD TRU55E5 SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ ENGINEER. SMART VENT _ 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE A5 OOVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 AS • TIMES. AT THE COMPLETION OF WORK, THE: CONTRACTOR SHALL REMOVE ALL NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE le). FINISHED FLOOR TBD. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND __ IFTO BE DETERMINED RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN OLA55 AND LEAVE WORK CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. FF ELEV. FIRST FLOOR ELEVATION TEMP OL. TEMPERED GLASS BROOM GLEAN. I-1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. OR THE MANUFACTURER'S GORE EVALUATION REPORT. _ ' 15. THE CONTRACTOR SHALL CARRY WOR4:MAN'S COMPENSATION AND GENERAL 15. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. Ib. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL Iq. UNLE55 OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A F.J FLOOR JOISTS THK. THICK c V MIN. 10 DEEP PROJECTING 6 ON EACH SIDE OF THE FOUNDATION WALL. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM C36 SPECIFICATION FOR OYP5UM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK � T'�1 AND ORDINANCES. FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM C37 SPECIFICATION FOR 6YP5UM LATH, OR ASTM C-71 CONCRETE SLABS TO HAVE bx6 10/10 WELDED WIRE REINFORCING. FOUND. FOUNDATION T.O.W. TOP OF WALL v) 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF Iq SPECIFICATION FOR GYPSUM 5HEATHING BOARD.. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED I FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD Q THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER AS PER PAGE 6-003. I.'1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHAd L A5 IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6" WIDE x 8" COMPLETION OF PROJECT. MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP d 3'-O" BELOW GRADE. FR. FRAME TYP. TYPICAL n ` I'1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." 5PEGIFIE5 PRE55URE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING. FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTEDC Q ARCHI CONTRACTOR R, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD GLASS WINDOWS AND DOORS AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 296 COPPER I.8 STRUCTURAL PANELS: I. ALL CLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. FTC. FOOTING VERT. VERTICAL METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE CLEARANCES ARE PROVIDED. A� i 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND H.D. � HOLD DOWN w/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE: PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. ALL SLIDING CLASS DOORS, SKYLIOHTS, AND ANY CLASS UNIT INSTALLED ITSELF INGLUDIN6 THE L055 OR USE RE5UILTING THEREFROM). (B) 15 CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, HDR HEADER WD. W- < OOD WHOLE OR IN PART BY ANY NEOL16ENT ACT OR OMISSION OF THE WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE UNLESS OTHERWISE NOTED. CONTRACTOR, ANY 51.150ONTRAGTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. HNGR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM,OR ANYONE FOR WH05E ACT5 ANY OF THEM MAY A. WEYERHAEU5ER TRU5 J015T 2.OE MIGROLLAM LVL 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH BE LIABLE REGARDLESS OF WHETHER OR, NOT IT 15 CAUSED IN PART BY A B. OEORCIA PACIFIC 2.OE C-P LAM LVL 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND MANUFACTURER'S SPECIFICATIONS. HOR. 71 HORIZONTAL PARTY INDEMNIFIED HEREUNDER. PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 11 A. WEYERHAEUSER TRUS J015T 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ALL TO BE INSTALLED AS PER MANU. SPEC.s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT ENERGY CONSERVATION CONSTRUCTION CODE. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR �/�OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR I �� I 0 I OI `�I� �/'�I I Cl� I I I I `LT� TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRA41IINC5 AND ANY ADDITIONAL REQUIREMENT5 SET FORTH IN THE MANUFACTURER'S 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.I AND ANY T ALL EXTERIOR DOOR5 ARE TD BE WEATHERED STRIPPED AND PROVIDE ALL AUTHORIZATION OF THE ARCHITECT/ENOINEER. REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S CODE 5GREENS AND HARDWARE NEGE55ARY FOR PROPER FUNCTION OF SUCH UNITS. Ig. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. 8. ALL CLASS I5 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 COMPONENT PROPOSED DESIGN CODE PRESCRIPTIVE VALUE 4 COMPLIES NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMEN51ON5 AND CONDITIONS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE VALUE CITATION (PER 2020 NYSECCC) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR q• ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH 20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE MAX. U-VALUE = 0.52 - WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGE5. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH U-VALUE = 0.25 THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE FENESTRATION U-VALUE AIR LEAKAGE = 0.50 GFM/5F MAX. AIR LEAKAGE = 0.30 GFM/SF YES 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENT5 OF U.S. CHARACTERISTICS ARE AS FOLLOW5, BUT NOT LIMITED TO: DEVON PRESSURE, PER R402.4.3 8 TABLE R402.1.4 - CLIMATE ZONE 4 SPECIFICATIONS, UNLE55 NOTED OTHERWISE. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS THE 57UP LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED REQUIREMENT5. (PS- I), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL MIN. R-VALUE = 4a 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION CEILING R-VALUE R-4q BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES OF THE HOLE SHALL NOT BE OL05ER THAN 5/b" TO THE EDGE OF THE STUD. REPORTS. 10. WINDOW5 IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE 25. PLEASE NOTE THAT THESE PLAN5 ARE: PROTECTED AGAINST ANY NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-5ECTION. TEMPERED GLASS. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL EXTERIOR (211x6") WOOD MIN. R-VALUE = 20 (CAVITY)COPYRIGHT PROTECTION ACT OF IggO (AI,-IGPA), WHICH HAS SEVERE PENALTIES. 2 R 5. FOR, NEW WALL5, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. R-21 BATT INSULATION GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENT5 OF THE LARGE FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 YES CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, MISSILE TEST OF ASTM Elggb AND ASTM EI886 AS MODIFIED BY 2020 NYS Or,GENERAL WIND PROTECTION CONNECTION NOTES: NOTES, AND TABLES ON PACE 0-003 $ 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 50UARE AND ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 5PEGIFIE5 THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET HEX BOLTS AND SCREWS (INCH SERIES). MIN R-VALUE = la CONSTRUCTION;55TD 10-qq AND 2016 550 HIGH WIND EDITION WOOD FRAME SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR FLOOR R-VALUE R-50 BATT INSULATION YES N CONSTRUCTION SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAC SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ AN51/DA5MA IIS. PER TABLE R402.1.2 - CLIMATE ZONE 4 w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 8 MANU. SPEC.'S). ASME 1515.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 2 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH HOT WATER PIPE MIN R-VALUE = 5 2 2.2.5. TRUSS METAL CONNECTOR PLATES, TRUSS METAL CONNECTOR PLATES A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 5' SHALL INSULATION R-3 PIPE INSULATION PER R403.4 s R403.5 YES v 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN BE PERMITTED AS 6LAZIN6 PROTECTION. PANELS SHALL BE PRECUT AND 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 TRUSS CONSTRUCTION, ATTACHED TO THE FRAMING 5URROUNDIN6 THE OPENING. PANELS SHALL BE BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TREATED WOOD 8 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS BASEMENT WALL R-VALUE R=15 BATT INSULATION ® INTERIOR MIN. R-VALUE = 13 (CAVITY) AT INTERIOR OF WALL iul YE5 cr WALL w/ STEEL SHIMS 8 A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE PER TABLE R402.1.2 - CLIMATE ZONE 4, NOTE (G) 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL EXIST. WALL5 Q 12" LONG HOOKED BOLTS ® NEW FOUND. WALL5). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED -- AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 6A6E ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, ON THE BUILDING. COMPLIANCE STATEMENT: Q WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN � 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENT5 OF THE GOVERNING BUILDING CODE AND ANY PLUMBING COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, -LEADER STUDS GORE EVALUATION REPORTS. SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD SHEARwALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, TA��LE j�3O�,'� PROJECT: U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH A5TM F 1667 STANDARD 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. CLIMATIC $ OEOORAPHIG DESIGN CRITERIA 71 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING w/6" R15E d w/(2) s/4"m BOLTS THROUGH CENTER LINE OF VERTICAL LEGS ALLOWABLE DEFLECTION OF 57RUOTURAL MEM5ER5 RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4"LUMBER 15 SET b" MIST., U.O.N. - ADDITIONAL INFO. I5 FOUND ON PACE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 3. ALL WATER PIPING TO HAVE GLEAN OU75 AT ALL CHANGES IN DIRECTION LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF ASPHALT ROOFING SHINGLES 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES AND AT BASE OF VERTICAL WASTE PIPES. GROUND SNOW LOAD 25 LB5, K R ESTI N RAFTERS. I. ALL SLOPED ROOFING 5HINCLE5 SHALL BE OAF-GLA55-A ASPHALT ROOFING SHALL MEET THE REQUIREMENT5 OF THE C70VERNINO BUILDING CODE STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH ALLOWABLE RESIDENCE SHINGLES OR APPROVED EQUAL. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 115" PER DEFLECTION 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFT-R BEARING. MANUFACTURER'S CODE EVALUATION REPORTS. FOOT. 2. 5HINOLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B 'i. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE 2.2.1. SCREWS: SCREWS SHALL COMPLY WITH AN51/ASME B I8.6.1 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: L/150 I6" WITHIN 4' OF EXTERIOR CORNERS. AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL WOOD50REWS (INCH SERIES). - DISH WASHER.........................................2" W/ NO FINISHED CEILING ATTACHED TO RAFTERS - KITCHEN SINK........................................2" SEISMIC DESIGN CATEGORY B 790 INDIAN N 8. SILL PLATE TO FOUNDATION ANGHORA:OE;SILL PLATE SHALL BE ANCHORED LINE. 24 FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. " INSULATION - LAVATORY...............................................2" TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER _ INTERIOR WALL5 a PARTITIONS H/180 PECONIC. ' 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF I. ALL EXTERIOR WALL5 AND ROOFS SHALL BE INSULATED WITH FOIL FACED SHOP'lER/7UB••••••••••••••••••••••••••••••••••••••••••2 WEATHERING SEVERE OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE CONSTRUCTION. FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. - TOILET........................................................3" PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR FOIL TO BE PLACED TOWARD WARM SIDE. - LAUNDRY .................................................2" FLOORS # PLASTERED CEILINGS L/360 FROST LINE DEPTH 3'-0" 5OLT5 SHALL HAVE A MINIMUM EMBEDMENT OFT' IN GONCRETE/MA5ONRY 4. ROOFING 15 TO BE APPLIED IN STRICT AGGORDANCE WITH MANUFACTURER'S - FLOOR DRAIN..........................................5" FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS SPECIFICATIONS. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION ALL OTHER STRUCTURAL MEMBERS L/240 DRAWING AND AT SPACING NOT EXCEEDING 4 ON CENTER. WALL5 FROM 6 BELOW GRADE TO 24 BELOW GRADE IF DESIRED BY 6. ALL SYSTEMS TO HAVE ONE 3' MAIN VENT STACK AND INCREASED TO 4" TERMITE MODERATE TO HEAVY 5. NAILING OF ROOFING SHALL BE TO CODE. CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE THROUGH ROOF. GENERA' EXTERIOR WALL5 W/ CODES AND REFERENCE STANDARD: (b FOUNDATION WATERPROOFING. PLAST'ER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES. CORROSION RESISTANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE -1. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 8 ENEP I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK PERMITTED 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: DRAIN GOOKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL GORE, 2020 - g" R-50 FOR FLAT CEILINGS PROTECTION. ST" NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK 1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR - 5.25" R-500 FOR VAULTED AND CATHEDRAL CEILINGS STATE ENERGY CONSERVATION CONSTRUCTION GORE. 2:12 PITCHES TO 4:12 PITCHES - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION WITH BACK FLOW PROTECTION. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF b. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - 5.25" R-21 FOR FLOORS WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME THE SEALANT TO UPLIFT FORGES USING A5TM D 6551. g. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL _ CONSTRUCTION MANUAL BY THE AMERICAIN FOREST 6 PAPER ASSOCIATION 51TE WORK HEALTH DEPARTMENT STANDARDS AND REGULATIONS. STRUCTURAL r E)E I CAN LOADS (AFQPA) AMERIGAN WOOD COUNCIL (AWG)'. MECHANICAL CONNECTIONS: 1. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 1. ALL MECHANICAL CONNECTION5 SPECIFIED AS "SIMPSON" MAY BE 2. VERIFY ALL 61VEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, TO CONGEALMENT OF PLUMBING. USE LIVE LOAD DEAD LOAD PLUMBING GORE. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. � ] 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDIN6 CODE. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. NO NOTCHING AND 50RINO OF STRUCTURAL MEMBERS SHALL BE PERMITTED EXTERIOR BALCONIES 40 psf 15 psf MECHANICAL CODE AND 2020 NEW YOR< STATE FUEL GAS CODE. BY "SIMPSON" MANUFACTURER. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING NOR ANY POTENTIAL DAMAGE THEREOF. SITE. STOCKPILE ALL EXCAVATED MATERIALS. DECKS 40 psf 15 psf 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-1 NATIONAL ELECTRIC 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 12. PER NY5 PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE CODE, NFPA "10 AND 2020 NEW YORK STATE ENERGY CONSERVATION INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 4. NEW AND EXI5TINO BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE WATER CLOSET CONNECTION. WHERE A 5" BEND 15 UTILIZED, A 4"x3" FLANGE CONSTRUCTION CODE. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN GYPSUM WALL BOARD LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "51M1,15ON" FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. - I. OYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. MECHANICAL, FUEL OAS: ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42"9 10 psf 15 psf COMPOUND METHOD. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER ELECTRICAL: I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/ THE ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf 2. ALL OYPSUM BOARD SHALL BE 1/2" ON HALLS, AND CEILING, UNLESS I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM NYS MECHANICAL CODE AND FUEL OAS GORE OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. TO 201-7 NATIONAL ELECTRIC GORE, NFPA -70 AND 2020 NEW YORK STATE DEEMED APPLICABLE. ENERGY CONSERVATION CONSTRUCTION GORE. 2. ALL MECHANICAL SYSTEMS, APPLIANCES, d EQUIPMENT SHALL BE LISTED, ROOMS OTHER THAN SLEEPING ROOMS 40 psf IS psf 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER LABELED, 3 INSTALLED IN ACCORDANCE w/ MANUFACTURER'S SPEC.'S 4 CODE. 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 5LEEPIN0 ROOMS 30 psf 15 psf (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET COMPLETION OF WORK. 3. ALL FUEL OAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS -J VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY D IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING SHALL BE EQUIPPED w/FLAME SAFEGUAR DEVICE WHICH SHUTS OFF THE FUEL EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL ARCHITECT 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA-12: SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT IS EXTINGUISHED. STAIRS 40 psf IS psf CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. - GENERALLY,VERIFY OR PROVIDE HARD WIRED 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM SMOKE DETECTORS w/ BATTERY BACK-UP IN: 4. SUPPLY S RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED 6UARDRAIL5 AND HANDRAILS 200 psf 15 psf 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE HANGER SHALL BE ALLOWED TO BE 5UB5TITUTED WITH A TOP MOUNTED COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. A. EACH SLEEPING ROOM TO AN R-VALUE OF AT LEAST (NY5 EGG R403.3): TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 12 psf FOR ATTIC B. OUTSIDE OF EACH SEPARATE 5LEEPING DUCTS 3"0 d GREATER, LOCATED IN ATTIC: R-8 p 15 psf FOR LATH. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND AREA IN THE IMMEDIATE VICINITY OF DUCTS UNDER 5"0, LOCATED IN ATTIC: R-6 ALL OPENINGS. THE BEDROOMS (GENERALLY THE HALLWAY) DUCTS 3"O d GREATER, OTHER PORTION OF BUILDING: R-6 6. FASTEN GYPSUM BOARD AS PER FASTE.NIN6 SCHEDULE ON PAGE 6-003. 0. DUCTS UNDER 3"(P, OTHER PORTIONS OF BUILDING: R-4.2 *ALL STRUCTURAL DE51ON CONSIDERATIONS ARE IN CONFORMANCE WITH (B ASEMENT, FIRST FLOOR, $ SECOND FLOOR, ETC.)EVERY LEVEL DWELLING ASGE '1-16 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) (B HOLDOM DETAILS T`YF 1 GAL. NA L. I NO/STRAFF NO REOU I RE1" ENTS FOR ALL HARDWARE TO BE INSTALLED AS PER MANU. 5PEG.'s; MANUFACTURER U F L- F-T/ SHEAR, $ LATERAL W N D RE S S TA N G E NOTE: THIS SCHEDULED ES NOT E INCLUDE NA I NINO ILD L ING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, �- Q AND ROUGH OPENING FRAMING REQUIREMENTS) "ALL 5TRAPPINO TO BE V4"x 20 GAUGE** -- "SIMPSON" EOUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE LU FUSE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER ANC, 20I8 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) Lu FASTENER SPEC. FASTENER cu c� HOLI�OWN ,4 HOEDOWN B CONNECTION A NA I L. I NO OR I D DESCRIPTION AND OUAN71TY 5PAGINS 0 c: LL0 FOR NEW 4 EXIST. FOUNDATIONSAT RAFTER TO RI GE ROOF GE I L I NO FRAM I NO � � r— O I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A I6d >- C4 ENDWALL CONNECTION: COMMON NAIL w/o PREBORED HOLES. i (3) 2x FULL ENDWALL (3) 2x FULL .�-""�---� N 2" RAFTER TO TOP PLATE (TOE-NAIL) SEE PACE 6-005 PER RAFTER N z O CORNER STUD ---,e' • 2.WOOD 15 ASSUMED TO BE DF,#2 $ BTR. IN DRY USE t HEIGHT STUD HEIGHT STUD ONNEGTED TO FOR STRAP - 3 8 d COMMON R.R. 211 iv SERVICE It W \ CORNER STUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. � CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER JOIST � 0 CONNECTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL � � X � CV TRANSFER SHEAR "SIMPSON" HDQS �1' (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL 0 0 O +� HOLDOWN ANCHOR ® 2-I6d COMMON FOR ROOF SLOPES UNDER 5:12 WITH HOLES,SET NEW MEMBER. CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE G-003 EACH LAP O m •� (D 2-I66 COMMON ROOF SPANS OF 24 OR GREATER, • • • • • • �, +-+ L0 „ LOCATIONS NOTED NAILS ® 6" O.G. 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED N NAILS ® 6 O.G. 8 USE 4 8 d COMMON NAILS ® EA. • • GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) ci-I6d COMMON EACH LAP O O O" O.G. IF BLOCKED ON PLANS 10 O.G. IF BLOCKED � � cc CORNER POST "`^", END OF STRAP. J �° S.SEE SECTION 6 FOR ANY REO'T TO CLINCH THE NAILS(TO Q 0- G O CORNER POST TIGHTLY BOND THE END OF THE NAIL TO A 90° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PACE 6-003 PER TIE "SIMP50N" HDQS •. THE ABOVE ASSUMES A RAFTER GRAPHIC BELOHU HOEDOWN ANCHOR ® SPACING OF 16" O.G.; FOR SPACINGS ry 6. DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END SECTION 12.4-PLACEMENT OF NAILS 4 SPIKES 4 TABLE LOCATIONS NOTED ° d OF 24„ O.G., INCREASE NAILING BY A GR 4-I. ON PLANS FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END CONNECTION BI & B2 AT RAFTER TO TOP PLATE TO STUD CONNECTION: WEL FRMINO HOEDOWN INSTALLATION OPTIONS: �„.. • FOR NEW P. GONG. FOUND.'s ° ° ° FOR S-RAP - 3 8 d COMMON NAILS ® EA. 52 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT 70 HOLDOWN CAST IN PLACE w/l/8"O THREADED ROD • • END OF STRAP. • . U • sEE WHEN IN TOWN OF (SLIP OR NAILING THREADED ROD RE TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I66 COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s • • � • • nl (PRE-DRILLED) EMBEDDED 12 INTO GEOMETRY EXCEEDS THAT PERMITTED IN 8 � CONCRETE w/ "SIMPSON" SET (HIGH 5TREN&TH EPDXY ---� �� • • I MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I66 COMMON 24" O.G. W M ADHESIVE), 8 FOR TEMP.'S O"F-40"F USE "SIMPSON" AT SIMPSON #H2A (OR EQUAL) RAFTER TIE _I'j W (HIGH STRENGTH ACRYLIC ADHESIVE) """~"•�., "..,. HEADER TO HEADER (PAGE-NAIL) I6d COMMON I6 O.G. ALONG EDGES FOR EXIST. /NEW G.M.U. (GONG. BLOCK) FOR TOENAILINC - 3 5 d COMMON NAILS " -"." + FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOEDOWN CONNECTION SAME TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD CONNECTION --"- • FOR G.J. TO R.R. - a 16 d COMMON NAILS r , w/-1/5'4 THREADED ROD """ ^- - . • v REQUIREMENTS FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED C.J.'s(WHEN ' ' AT G.J. TO G.J. CONNE07ION: ENDJo15T, or BLOCKING (FACE-NAIL) 2-I6d COMMON 1� PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW L �-FOLDOWN �G� HOLDOWN 'D' 2 16 d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAMINO Q FOR FOUNDATIONST FOR NEWLY POURED CONNECTION GI 02 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST AMn 1 FOUNDATION ® ONE STORY ONLY ; wm (D (5) 2x FULL ENDWALL BRID61N6 TO JOIST (TOE-NAIL) 2-5d COMMON EACH END Q HEIGHT 57LD CORNER STUD ,.CONNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON"AN HDQS (5) 2x FULL . ° BLOCKING TO SILL or HOEDOWN ANCHOR ® � 2-I6d COMMON HEIGHT STUD G2 TO STUD CONNECTION: 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. k ° TOP PLATE (TOE-NAIL) ON PLANtt S CORNER POST IF BLOCKED G I FOR STRAP - 3 5 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST C ° I NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE 8 OR 2-I6d G M N BELOW - 2 I6d COMMON NAILS B NAILS ® " O. I AND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER J015T BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON i PER FOOT • ROOF SHEATHING ° a STRUCTURAL PANELS: SOLID INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD ° a "SIMP50N" ST M14RJ CONNECTION DI s D2 B O KING PERIMETER EDGE ZONE ° ad COMMON b" EDGE / 6" FIELD HOLDOWN INSTALLATION OPTIONS: • EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s UP TO q" RAKE OVERHANG - HOEDOWN CAST IN PLACE w/-i/8"� THREADED ROD �� � � AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NG SHEATH I NO FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'S -� I • lla'4 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) CONNECTION: D2 ADHESIVE), 4 FOR TE:MP.s OF-40F USE 'SIMPSON" AT 1/2" MIN. FOR STRAP - 3 8 d COMMON NAILS ® EA. 1 CONCRETE w/�1MP5,: aSET (HIGH STRENGTH EPDXY ------ GYPSUM WALLBOARD FROM 5d COOLERS '1" EDGE / 10" FIELD (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR CORNER ° 1 SPECIFIED D I ° END OF STRAP (WRAP STRAP UNDER SILL PL.) WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES SOLID $ CAST IN PLACE HOLDOWN o ° FOR EA. PLATE TO STUD ABOVE S OR BELOW - w/-1/8"(P THREADED ROD 2 16 d COMMON NAILS STRUCTURAL PANELS 8d COMMON b" EDGE / 12" FIELD q � a d ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD rn FLOOR CONNECTION w/ # LPT4 51MP50N (OR STRAP W(3) Z NAIL. NO/STRAFf' I NO WINDOW/DOOR HEADER ° 5TANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES - ""`~�". of NA EAI STRAP TO EA.JOIST-(FOR FLOOR SHEATH I NO (SUBFLOOR) 2 ALTERNATE USE SIMPSON H2.5A) 0 NOTATION: STRUCTURAL PANELS: A - NUMBER OF 8d NAILS ® EA. END OF STRAPPING (201b WFGM,TABLE 3.71,P. 189);WHEN STRAPPIN6 CONNECTION E - e I" or LESS: 8d COMMON 6" EDGE / 12" FIELD REQUIRES OVER 14 NAILS,USE SIMPSON 0516 5TRAPPIN& (OR EQUAL). GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD B - NUMBER OF SILL 5TUD5-ON FLAT (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.255, P. 241) C - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2015 WFGM,TABLE 3.230,P. 2a2; � ALTERNATE A5 PER TABLE 5.23D,P. 2c13) -" " ' 1 - NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A D D - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT KIN& 57UD TO END OF HEADER ® EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING 50HEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q (2018 WFGM,TABLE 3.1, P. 1811) q PLATES) CONNECTION FOR EXAMPLE, IF WALL 5HEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2015 WFGM,TABLE 5.22F,P. 255) °° G ° SHEAR CAPACITIES, NAILING REQUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR F - NUMBER OF I6d NAILS, END-NAILED THROUGHqd SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT ADJACENT JACK STUD TO END OF SILL(S) ® EA. SIDE ° d B (DOES NOT APPLY TO DOORS) (201& WFGM,TABLE 3.8, P. Iai) a, ° d ° ° a 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FOR STRAP - 3 8 d* COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO I-W NAIL PER FOOT. 5 - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH da END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4 PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE I F FASTEN I N0 SCHEDULE B ---"......"_ °° d e ° ° a � USED � K R EST I N ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS FOR EA. PLATE TO STUD ABOVE s OR BELOW - RESIDENCE WITH WOOD FRAME CONSTRUCTION MANUAL 201,5 EDITIOW(IN ACCORDANCE �""'"""w. 2 16 d COMMON NAILS A NOTATION S I ON6OE FOR TRUSS TYPE PRE-ENO I NEERED ROUGH A B G D E F WOOD, AND/OR TIMBER CONSTRUCTION OPNG THE FOLLOWING 510NAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 790 INDIAN NECK LANE 2'-0" 3 I I I I I TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE PECONIC, NY 11958 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 6 I 2 2 2 2 SRL I G I NO OF TOP' L T BRACING/STRAPi=INO AUTHORITY HAVING JURISDICTION: DRAWING TITLE:OABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE * - PROVIDE (2) 2"xl0" HDR (PAIN.) U.O.N. 6'-O" q I 3 3 3 3 (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE BLOCKING 2 LESS PROVIDE 8'-011 12 2 5 4 4 4 }-- SPLICE ---{ TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAY5 BACK ® BLOCKING• 1211 O.G. CONSTRUCTION TYPE DESIGNATION SHALL LEN6TH I 4'-01, O.C. To AGHEIVE RAKE O.H. BE "I", 111I", "111", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES BAG - FOR WIND - EXPOSURES BAG - lot-o" 14 2 4 5 5 5 _ ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 121-01, 16 2 5 6 6 6 BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE"a` THE NY5 BC. DIMENSION (FT) LENGTH (FT.) DIMENSION (FT) LENGTH (FT.) TYP. STRAP w/(5) PAGE: 6d NAILS EA. END DESIGNATION FOR STRUCTURAL OF EA. STRAP 00, 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, IF Is I6'-o" 31-011/31-a" 161-o" 4'-0° ATTIC _ PRE-ENGINEERED WOOD, OR TIMBER -003OO ANG+�OR BOLT SF'EG 1 GAT O S CONSTRUCTION AS FOLLOWS: e - "F" = FLOOR FRAMING, INCLUDING BLOCKING 2 BAYS GIRDERS 4 BEAMS SPECIFICATION (2018 WFGM TABLES 3.2A S 5.25, P. 15-7-160) BACK® 4'-0° o.c. �; - "R" = ROOF FRAMING CORNER 3a1, _ 24-O 4-O /5-O 24-0 6-D CONDITION FOR ALL STRUCTURES: - "FR" = FLOOR ROOF FRAMING DATE: 01/08/24 3 OF 19 s 2b'-O" 5'-O"/6'-3" 25'-O" ••••.• •: ' '.•, ., . .• . , • , /8"� ANCHOR BOLTS ® 3a" O.G. iv SECOND FLOOR f • 1 II ,— 1, I— 11 I 11 1— '' a NOTES: 1.TABULATED SPLICE LENOTH5 ASSUME TOP PLATE-TO-TOP PLATE • CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE _ „-��„ P.• <,. ,� LENGTHS,THE NAIL 5PACING SHALL BE REDUCED IN ORDER TO 40'-O" 51-011/10'-01, 401-0" II'-O" 1. MIN. 1" EMBEDMENT INTO CONCRETE PROVIDE AN EaUIVALENT NUMBER DF NAILS BLOCKING 2 BAY5 w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK® 4'-0° O.G. �:` °z END 2.TABULATED SPLICE LEN6THS ASSUME A BUILDING LOCATED 50'-O" 101-OII/12'-6" 50'-O" 13'-O° �i5 CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL IN EXPOSURE B TYP. STRAP w/(5) STROKE TOP TWO COURSES SOLID bd NAILS EA.END N 1 1 „ 1 1 1 I 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60-011 OF EA. STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR c� r- I II , " , 1, I II , PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEI SHT5 MULTIPLY THE ABOVE -10-O 14-O '10-O I a-O _ �'� �a NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR ,�® 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" $ 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 8o'-o" 22'-0" OF C� �� FROM ENDS AND CORNERS (TWO ® CORNERS) W WALL - 1.125 REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) lO'WALL- 1.25 BLOCKING 2 BAYS II'WALL - 1.5-15 THIS COLUMN w/MULTIPLIER BACK m W-O" 0.0. RED PANTONE WHITE 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL- 1.5 FOR 10'-0" WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL MISCELLANEOUS FRAM I NO O RAPH I CS CONTINUOUS BUILT-UP GIRDERS, 3 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT IS REO'D FOR FRAMER TO HAVE A F I REBLOGK I NO FOR FLATFORM WOOD FRAM I NO WORKING KNObNLEDGE OF THE AMERIGAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER Die. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 Q CONNECTION a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED PATTERN DESCRIPTION TOGETHER 51DE BY 51ME ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES w MAX.52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-STOPPING. LLJ cu NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS lod NAILS O 12"O.G. I" -J THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST M STUDS STUD B (3)ROWS IOd NAILS• 12"O.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE5LOPPIN5. Q 4-J N SUBFLOOR P, THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE L0 (2)ROWS I/2" m BOLTS a 12"O.G.5TA66ERED; TWO-PIECE JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE SOLE PLATE O / 5U$FLOOR � G DBL.® ENDS GIRDER MAX.32" PLATE SERVE AS FIRESTOPPINS. BUILT UP P _. D (2)ROWS I/2" m BOLTS a 16"O.G. NAILING: G 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE �- O SOLE PLATE TWO-PIECE GIRDER.. ARE TO BE NAILED FROM ONE ',� � J015T SERVES AS FIRE5TOPPINS, i E (2)ROWS 1/2" m BOLTS® 24"O.G. SIDE WITH IOd NAILS, TWO NEAR EACH END OF z O BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE O �_ N 1 $ 5. FIRESTOPPING SHALL $E 2 INCHES OF WOOD BLOCKING d (2)ROWS 3-3/5'TRUSSLOCK SCREWS a 12"O.G. 3 1/4 OF A OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL CO � d F 5CREV,M ON(1)SIDE OF MEMBER OR OF NONCOM-BUSTIBLE FILL. _ LINE; OR GIRDERS ARE TO BE NAILED FROM EACH 6 (2)ROWS 3-3/8"TRUSSLOCK SCREW5 m I6"O.G• �' SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O 0 XO 4- CV �4 j 5CREWED ON(1)SIDE OF MEMBER I JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" m '4-1 ' AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O O C9 H (2)ROWS 3-3/6"TRUSSLOCK SCREWS m 24"O.G. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPING. a-J O a-J L0 J015T SCREWED ON(U SIDE OF MEMBER � N (u 0 MAXIMUM OFFSET (2)ROWS 5"T 1)SDE SCREWS• 12"O.C. THREE-PIECE "1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND O JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED W/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q '— B' MATCHED SIZE OF BLOCKING NAILS ON EA. SIDE h/ TWO NEAR EA. END OF EA. SERVE AS FIRE5TOPPING. FIRE5TOPPING AND K (2)ROWS 5"TRUSSLOCK SCREWS• IV'O.G. PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 4 UNDER NON-LOAD BEARING SCREWED ON BOTH SIDE OF MEMBER PARTITIONS ® 52" O.G. BLOCKING STUD OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 3 8. THE HEADER SERVES AS FIRE-STOPPING. L (2)ROWS 5"TRUSSLOGK SCREWS m 24"O.G. BETWEEN I/6 DOUBLE PLATE SCREWED ON BOTH SIDE OF MEMBER a V4 of A THAN 52 BETWEEN NAILS IN A HORIZONTAL LINE. ^ ` at. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL w p. FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO CANTILEVERED FLOOR GE I L I NO BRAG I NO INOTE: EA 15 d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED STRINGER TO SERVE AS FIRESTOPPIN6. GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN V OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 3 CONNECTION PATTERN 'B'WHEN 10' OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN 5CREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER P GIRDERS ARE TO BE SECURELY ANCHORED TO 1 HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SUBFLOOR SOLE PLATE 2"x4"CONTINUOUS GABLE END MASONRY PIERS,MAILED TO WOOD POSTS OR FiRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE a 6'O.G. TRU55 BOLTED TO STEEL COLUMNS. THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING U { BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPINO SHALL BE J015T , 2) IOd NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL �/� PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON 1 , NA LINO FATTERNS FOR S 1 DE LOADED BEAMS (i o . FLUSH 5EAI " I5> NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE "T� lo)bd -LOCATIONS REQUIRUNG FIRESTOPPING- AS FIRESTOPPIN6. NAIL5 FIRE- FIRE_ WOOD FIRESTOPPING FIRESTOPPING + STOPPING STOPPING FIRE- FIRE- SOS N FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING ' ` N J015T * 5d COOLER NAILS® 10" O.C. NAILED V MULTIPLE-PIECE MEMBERS' BOLTED 2"x4"BLOCK NAILED TO EA.BRAGS VERTIG AL \BLOCKING 2 ROWS Ibd 8 ROWS N 2 ROt^g1Y Z BOLTS 2 ROW514" FIRESTOPPING WHEN / w/(4) IOd NAILS COMMON COMMON BOLTS 24" a BOLTS BOLTS /' • I2"O.G., •12,O.G. O.G.9TAB6�RCD • 12"O.G. •b"O.G. COVERING IS APPLIED \'` STUD 20 ga.STRAP ro UNDERSIDe of GYPSUM BOA TWO ROWS 12"O.G. THREE ROW5 12"O.G. JOISTS DOUBLE PLATE * 5d COOLER NAILS a 10" O.G. (10) 5d NAILS BEAM SELECTION w/ STD. NAILING ° ° ° ° ° LOCATION I LOCATION 2 LOCATION 3 NOTE; ENDWALL STUDS AS NOTED IN NOTES "I d 5 ° ° ° ° LOCATION 4 ( 1 S NONCOMBUSTIBLE ALTERNATE Q JOIST SHALL BE LOCATED DIRECTLY DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPING LOCATION ATIDN OVER STUDS, UNLE55 TOP PLATE 15 4" a EDGE/12"a FIELD FULLY BLOCKED I.TOP AND BOTTOM ROW5 SHOULD BE 2"FROM EDGeS WOOD FIRESTOPPING R ER DESIGNED TO CARRY THE LOAD SCREWS#6 - V4" TYPE W OR 5 FIRESTOPPING LOCATION b 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STA05 RED TWO ROWS b"o.G. LOCATION 5 FROM THE TOP AND BOTTOM OF THE OF THE MEMBER.USE WASHERS FR.EVERY BOLT MST ENDER HEAD AND NUT. THROUGH THE FULL O O O O O O O @ O C III INTERIOR STUD DETAIL THICKOVERLAID ROOF 6.STAGGER EACH ROW OF FASTENERS BY 12'. O O O O O O O O O 2'SPACE NOT �\ ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. TO BE FILLED NONCOMBUSTIBLE FIRESTOPPIN6 �. FIRESTOPPIN6 \ �� APPROX.I INCH THICK S.POUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO BOTH SIDE OF THE MEMBER \ b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED FOR 4"O.G.NAIL SPAGIN6. LOCATION '7 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING w/ - 4 8d NAILS '7'2 ROWS OF Ibd COMMON NAILS(12"O.W FOR DEPTHS 12"OR LESS LOCATION g FIRESTOPPING LOCATION 9 a EA. END a R.R. 8.5 ROWS OF Ibd COMMON NAILS(12"OZ)FOR DEPTHS OF 14",Ib"e 15". LOCATION 10 FULL WIDTH 2"). BLOCKING - ZO � fr -- CONSTRUCTION DETAILS W ND LOAD FATH CONNECTION DETAILS N TOP PLATE DRILL 2"0 INTO ROOF NTERSEC71 ON DETA I L DECK FOR OR NEN N6 INSTL. NOT TO SCALE NEW R.R.SET W R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOUS LOke.R TOE NAIL51 NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW d EX. R.R. AS SHOWN K I NO STUDS PLAN VIEW NOTE: SIMILAR® 'SHED' WOOD JOTS WOOD JOI If STUD ROOF,R.R. IN LINE N BLOCK I NO JOIST HANGER HEADER z GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR INSTALLATION OF CLIN',GHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADS 0 .JACK STUDS WOOD O I RDER WOOD JOIST le MAIN MEMBER W Q LI.I JOI57 FRAMING OVER WOOD GIRDER JOI57 FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION PROJECT: 1. TOE-NAILS SHALL BE DRIVEN 0 AN ANGLE OF DIP,M.x s APPROX. SO° w/THE MAIN MEMBER 4 STARTED APPROX. Y5 THE LENGTH OF THE NAIL FROM THE MEMBER END, K R ESTI N I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER RESIDENCE A MIN. OF (5) NAIL DIAM.'s AT A QO° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER,FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER BE S N I A SIDE INO INSTALLED MORE THAN 2 TOE NAILS SHALL I OF A RAFTER OR CEILING J015T WALL STUD 0 WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLAT BOTTOM PLAT 790 INDIAN NECK LANE IN EA. SIDE WHEN FASTENED TO A 2 xb' TOP PLATE. BATHTUB 5U5 FLOOR PECONIC, NY 11958 DOUBLE .JOIST DOUBLE JOIST TOP PLATE GHIM. CHASE SECURING @ STD. 51DE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE J0157 FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR d BLK'6 TO R/L SIDES w/STRAPPING TO R/L SIDES) � O PAGE: u TOP PLATE ® o < WIND RESISTANT CONSTRUCTION CONNECTORS GHIM. CHASE WALL �z Q UG-00 mOO CONNECTION LOCATION: PART NUMBER: NOTES: RI DOE-TO-RAFTERS 0520 @ 21 " APPLY TO EACH PAIR OF RAFTERS a _ APPLY TO EACH RAFTER DATE: 01/08/24 4 OF 19 z ® RAFTER-TO-WALL H�i R H_ �y z ROOF o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER �z Oo REQ'D BLOCKING Q q a PLATE-TO-WALL STUD G520 @ 18" APPLY TO EACH WALL STUD TO ALIGN w/ STRAPPih{G 4 W Y ® EA. LEVEL ABOVE w m II ' �� THE FIRST FL. ®z 4 2ND. FLOOR WALL-TO-I5T. FLOOR WALL LFTA or G520 @ 56 .E�_..;i';` f u I APPLY TO EACH WALL STUD FLOOR/CLO. O HEADER-TO-JACK STUD C520 @ 12 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 5ST516 APPLY TO EACH SIDEWALL END ' _g•:•. ,. .y; �- :_ .j ,. ST. FLOOR-UNDER-SILL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE ''- 74��'����' SIDE VIEW PLAN VIEW (USE WITH 3 5OUARE WASHERS) �P USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. �ENERANL= 5Y1 50L_ i� Y Q _ EXISTING TO BE DEM0LISHED NEW PARTIAL HEIGHT 0 „ W WOOD FRAME (L.G. 5TL. Lv WHEN APPLICABLE) EXISTING TO REMAIN J 0 NEW WOOD FRAME (L.G. �- NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) Q N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. -5TL. ® POST FOR 4" WALLS `- CD WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED L WOOD FRAME (L.G. 5TL. 0 C Lr- z d' WHEN APPLICABLE) 0- p (V 0 U C � CD O 007 ;t �r-- s O Lo �-' N p nnQl C) � m0 DEMOLITION NOTE: W PRO\/IDE 5HORIN5 AND SUPPORT TO ALL AFFECTED �- STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. — — — 4--j 7� T �-F + 0-7 13 11 El El IIIII I � � IIIII I Q e _ cn EXIST. WOOD DECK ABOVE n 1 I I F - - - - - � I 0 XIST. NINE CELLAR 40.5 SOFT. I REMOVE DOH EXIST. III HALF-BATH III I 54.1 SOFT. 0 X Q EXIST. to STORAGE F-, "12.2. SQ.Fr. EXIST. MECH. ® +1Roo 'ib.9 SOFT. H O REMOVE �_ ELEVATOR• GG TO FROVIDE SHORING AND —\ REMOVE BRACING AD — \ REQUIRED \ --------------- — 11 DEMO Rt — W/H R O NEW DOOR. — — SEE OIL EXIST. MEGH. PROPOSED ROOM FOUNDATION ____ EXIST. FURN. 207.5 SQ.FT. III FOR DOOR GL. SIZE \\ 2bA SOFT. REMOVE FOR J Z RELOCATE III `-/ ` DOOR A/C Lu/ J \ OPENING UNIT ALL WATER SOLUTION —� TANKS REMOVE — / f \ DOOR EXISTING ELEC, REMOVE WALL UP WOOD STAIR PANELS TO EXISTING AND BILCO Q J COLUMN. PATCH DOOR ABOVE p /— FLOOR d CEILING / I— AS REQUIRED. REMOVED PROJECT: I I I I I I I I I I I EXIST. BASEMENT I I I I I K R EST I N I REMOVE FINISHED 8 HEATED I I I I I I I I I I \ DOOR g12.0 5G.FT. EXIST. RESIDENCE CARPENTRY EXIST. _ ROOM STORAGE 245150.FT. 104.1 SOFT. ( 790 INDIAN NECK LANE EXIIST. PECONIC, NY 11958 DRAWING TITLE: \ — — — — — PROPOSED DEMOLITION PLANS IL I EXIST. WOOD DECK ABOVE PAGE: A-101m00 --�o� - - - - - - - -�o�- - - -dam — — — -I DATE: 03/11/24 5 OF 19 L - - - J 70 IN PROPOSED DEMOL 1 T I Oil E3ASEMEN7 PLAN SCALE: 1/4" = 1'-0" 0ENEAL _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.S. STL. Lij W EXISTING TO REMAIN! WHEN APPLICABLE) -� v NEW WOOD FRAME (L.S. NEW FOUNDATION WALL M STL. WHEN APPLICABLE) Q N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL O WOOD FRAME (L.5. STL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL — e-- w POST FOR b" WALLS), U.O.N. , N NEW 2-HR FIRE RATED L WOOD FRAME (L.O. STL. O c Lo Z It WHEN APPLICABLE) 0- v w N 0 0 1 C � (O O O m -t s O +- Lo �-' N p nnQl � � m0 W DEMOLITION NOTE: PROVIDE SHORIN(S AND SUPPORT TO ALL AFFECTED STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. U � Q) m Ox • — z-i EXIST. DOWN EXIST. WOOD DECK 548�Q.FT. r n V / ----------- U I I III ►n II ill EXIST. � III MUDROOM II 55.5 SOFT. II I REMOVE_"', EMOVE -� r--- PARTIALLY DECK WINDOW LU EXIST. EXIST. '"0 I SUNROOM LAUNDRY ROOM EXIST'BATHROOM +1 +t _J 153.6 SQ.FT. "16.9 sQ.FT. 45.1 SQ.FT. _ _ I Q REMOVE I Pq/O � ��� EXIST. LIVING 0. DOOR L----���f_�J ------- ROOM WALLS `�) "�)� I — O - 549.5 SOFT. E, 0 ®_ _ X EXIST. _1_ F to - 4b.5 SQ.FT. �In r- -------7 II ~ EXIST. o - ;n N BATHROOM III EXIST, --- 5 j 48.1 SQ.FT. _ KITCHEN REMOVE ALL 226.0 SOFT. KITCHEN L-2L -J Z APPLIANCES W 4 CABINETS — I DW o0 l I REMOVE v GABS. EXISTING �I iL BILGO DOOR EXIST. REMOVED L BAR EXIST. -----7-------- I 1 7.0 SQ.FT. --___-- - W I I I I I I I p _- I I --------------- \ - PROJECT: / � I ---------- I KRESTI N EXIST. RESIDENCE III 2'-0" __--------J III BEDROOM EXIST. DINING 306.5 SQ.FT. III ROOM EXIST. GREAT REMOVE III 160.2 SQ.FT. ROOM WINDOWS 4 I"II 161.4 SOFT. 790 INDIAN NECK LANE PARTIAL rl WALL PECONIC, NY 11958 �\ "f'-2" DRAWING TITLE: PROPOSED DEMOLITION PLANS I EXIST. WOOD DECK PAGE: 545.2 SQ.FT. X O A-10100 u10 DATE: 03/11/24 6 OF 19 PROPOSED DEMOLITION FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" �. OEI DER/ 'IL Nr/ 150L � EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT i WOOD FRAME (L.G. STL. Q EXISTING WHEN APPLICABLE) 0 TO REMAIN 0 E — NEW WOOD FRAME (L.G. NEl"� FOUNDATION WALL Lu co I- —I STL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL M WOOD FRAME (L.G. STL. © POST FOR 4" WALLS O WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL O = O RATED POST FOR b" WALLS), U.O.N. — } O WOOD FRAME (L.G. 5TL. •O O N z O WHEN APPLICABLE) a •cu I c X :3 N O O O 4-+ 1 O m .— c\J 0 co Q a O DEMOLITION NOTE: PROVIDE SHORT NO AND SUPPORT TO ALL AFFECTED STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT nn `` OF ANY DEMOLITION OR CONSTRUCTION. W U m N------------------------------7 1 � � I U Aft --------F\-- QD Y I � I � I � I � dj — --------------- ---- + OPEN BELOW II ------------------- lX ~— REMOVE I I j EXIST. m�" EXIST. ROOF BELOW i GL• GL. I 54.0 SQ.FT. OQ 54.0 SOFT. iJU L-- I I — \ EXIST. HALLWAY 4q.5 SOFT. I �If� � p � III I I � N REMOVE H II I REMOVE-' ' ' DOORS II Z WINDOWS 1 II DOOR 4 j j EXIST. EXIST. III DOOR AND PARTIAL.. EXIST. � BEDROOM I II_I 2 I 5.b SOPT. III \ WALLS I II I WA—L G�• 165.2 50.FT. 1 II 1 V \ III Zl 1 I Tal SO.PT. II 1 EXIST\ 11 I�I Ix EXIST. .5 SOFT.\ RELOCATE r BEDROOM _J—f \ ——/j N SHOWER REMOVE \ 160A 50.17T. --� EXIST. I \ / $REPLACE BEDROOM WINDOWS EXIST. 1 cV Isaa SOFT. IBATHROO / \ I \ I REMOVE 4 1 54.5 SOFT. PROJECT: \ \\ REPLACE __—i L--- \ \ FIXTURES I lr r �\\ .D REMOVE 11 WALL FOR K R ESTI N IL _ �) mDOOR i/ I LLJJ — OPE N6 - ------ RESIDENCE i L----j I ----- � 790 INDIAN NECK LANE 1 1 PECONIC, NY 11958 I DRAWING TITLE: ----- - --- I I REMOVE7 REMOVE $ REMOVE PROPOSED DEMOLITION PLANS I WINDOW $ REPLACE WINDOW 4 I WALL WINDOW PARTIAL I WALL I I I I PAGE: I I I A-103mOO DATE: 01/08/24 7 OF 19 as A6`.,�., 1 f.::''��..•a! FROFOSED I�)EMOL.ITION SEOONr1 ) FLOOR PLAN SCALE: 1/4" = P-O" �� '� OEI ` ERAL. 5 I 50L_ <E I : 0- DOOR SCHEDULE Q NEW PARTIAL HEIGHT O - EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. W DOOR `�(ATERI AL Li WHEN APPLICABLE) FIRE EXISTING TO REMAIN ( -� 0 NEW FOUNDATION WALL TAG DESCRIPTION MANUFACTURER Q Q N RATING NOTES I'7 -I NEW WOOD FRAME (L.(3. WIDTH HEIGHT p 1 1_ J 45 MIN. RATED Q +'' N F -I STL. WHEN APPLICABLE) L0 � SELF-CLOSING NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL C O O � WOOD FRAME (L.G. STL. ® P05T FOR 4" WALLS BASEMENT o w WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALL5), U.O.N. 001 SINGLE JELD-WEN 2'-6" 6'-8" _ • �� +, N Z O NEW 2-HR FIRE RATED ! WOOD FRAME (L. STL. 002 SINGLE JELD-WEN 2'-8" 6'-8" • �I I •� �- -1 WHEN APPLICABLE) ---------- --- ---- =- - J --L1 C Y N >1 0 0 1 C =3 (o - o m t O , +jIn .,-+ N O 4-J c FOUNDATION PLAN NOTES nQ 0- :2 O TYPICAL P. GONG, FOOTING 8 WALL GONSTRUGTION: EXISTING DOOR NOTE: �✓ O • (2) 2"x6" P.T. SILL PLATES w/COPPER TERMITE SHIELD O6 I. DIMENSIONS SHOWN S PLAN. 4 SILL SEAL 2.DOOR TO EXTERIOR TAIRS/BILGO IS INSULATED. • ANCHOR BOLTS AS PER PA&E 6-003 EXIST. SMOKE DETECTOR / GO DETECTOR NOTES: • P. GONG. FOUND. WALL A5 PER DETAIL UPON Oq I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT • P. GONG. FOOTING AS PER DETAIL ASPHALTIC, MASTIC, DAMP PROOFING TO EXTERIOR SMOKE /CARBON MONOXIDE COMBINATION DETECTOR • B.O. FOOTING 3'-0" BELOW GRADE MIN. HARD WIRED TO EACH OTHER w/BATTERY BACKUP. - - - - - ° - 1/2" EXPANSION JOINT 0 PERIMETER OF SLAB (WHEN 2•INTERCONNECTION BETWEEN NEW d EXISTIN6 DEVICES SHALL NOT BE REQUIRED WHERE EXISTING ALARMS - - - - - - - U APPLICABLE) ARE NOT INTERCONNECTED, AS PER NYS R314.4. D - • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / 3. PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND p - _ _ _ _ _ - /� ` �Y1 STOOPS (WHEN APPLICABLE) PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. - w I I I • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN.FOR W HEIGHT OF ALL b SLAB (WHEN APPLICABLE) HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS - - - - - - - - - - - - - - - - -L - - - - -- - - - - - - - - - - - - - S OPENINC75 TO BATHROOMS w/SHOWER OR TUB. HOEDOWN (FOUNDATION l'O IST FLOOR): 5. INSTALL ALL AS PER MANU. SPEC.'S 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR • O2 HOLDOWN 'D' A5 PER PAGE 6-Oo3 IN COMPLIANCE WITH LOCAL CODE UNDER-FLOOR ❑� ❑� ❑� ❑� ❑� ❑� OI6"x5" DEEP P. GONG. CONTINUOUS FOOTING O EXISTING WINDOW NOTE: VENTILATION 3 AS PER DETAIL I/A-401 (TYP.) 1O I. EXI5TIN6 2'-6"xl'-2" BASEMENT CASEMENT WINDOW. FLOOR AREA 242 S.F. EXISTIN6 EXHAUST FAN INSTALLED IN LOCATIONS WHERE L FOUNDATION WALL OPENING: II VENTILATION 15 NOT MET BY MEANS OF NATURAL % REO. S.F. PROV. I 1_ O I. 5'-O"x7'-O" MASONRY OPEENIN6 IN FOUNDATION CIRCULATION THROUGH WINDOWS OR DOORS TO 2 2.SEE NOTED DETAIL OUTDOOR SPACES AS PER NYS MECH. CODE SECTION VENT (.& S 2.0 S.F. UNDER-FLOOR AREA VENTS 403.3.2.3; INSTALL A5 PER MANU. SPECS REQ'D r n _ _ _ O NEW VENT w/MIN. I S.F. NET VENTILATION OPENING PER EXISTING WOODNINYL FLOOR: _ _ _ _ _ _ 2020 IRG R40&; INSTALL AS PER MANU. SPECS WITHIN 12 I. EXISTIN6 FLOORING INSTALLED UPON EXISTIN6 / { EXIST. WOOD DECK ABOVE 3'-0" OF BUILDING CORNERS BASEMENT SLAB. PAD FOOTING NEW EGRESS WELL: `t b'Nry - O I6 xlb'xI2 DEEP P. GONG. PAID FOOTING AS PER I. CONVERT EXI5TIN6 BILGO DOOR OPENING TO NEW � / _ ' �i � EXIST. 13 DETAIL X-A/XXX. EGRESS WELL. PROVIDE FIXED LADDER AND / / m -�' WINE CELLAR I 6:_6 6:_Q: 75 TYP. STL. COL.: CUSTOM COVER WITH HINGED ACCESS HATCH FOR 2 O 40.5 50.FT.SEE NOTED DETAIL AS PER PLAN EGRESS. ACCESS HATCH SHALL MAINTAIN FREE / - J I L - - - - - - _ _ EGRESS AT ALL TIMES. I < F - - EXIST. I a 6 2Qx6� HALF-BATH - A-401 54.1 SOFT. O WALL IN-FILL N 12 o u� m a NEW _ 6 w 11 STORAGE m 1 72.2. SOFT. dJ ATER T 10 SOLUTION 12 p 0+1 ❑ ❑TANKS L ❑ FL LOCATION , ® J 6�i I 5'4/2" 10'-I" �� O N � 6 6 N - m PROPOSED STORAGE , ❑ rQ� 8 \ 242.3 SQ.FT. to � -I - PROP. \`O EX. l POURED CONCRETE AND STEEL REINFORCEMENT NOTES: UNHEATED 4 It ELEV • O W/H UNFINISHED I EXIST, MECH. - EXIST. I w 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT 6 5M/GO EXIST, MECH. 10 _ FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND - - 8 II GLG. HGT. ROOM EXIST. EX. O '76.01 SOFT. _ OIL ROOMH 0 DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. m Kl NUf:5- rcma►n I 26.4 Sa.FT. FURN. 20.73 Sa.FT. s 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION I.1C1TtY1151tc� tj2 �' Lu SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR I P ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER C� +6O EX. J ENCOUNTERED. � m A/C / w 6 m UNIT g 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. 001 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT - / V 26 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. ° ' I 4 ❑� ❑� ❑� O W Q 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED 7'-3" �I' 7'-1" CARBON STEEL ASTMA6I5 GRADE 60. WWM FOR SLABS DO NOT ELEG. •D 3Qxb$ NEED TO BE EPDXY COATED. 7'-4" PANELS 6 1 1 7-6 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS `� w EXIST. BASEMENT SHALL BE STA56ERED. 6 _ Q FINISHED d HEATED 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN ❑� �'--�10"OGLG. HGT. 2Ll 13 j-'t PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, �p PROJECT: COVERAGES, AND PLUMBNE55. /5. CEMENT SHALL CONFORM TO A5TM G-53 FOR STANDARD WEIGHTCONCRETE. _ K R ESTI N _ EXIST. Ln_ RESIDENCE to EXIST. CARPENTRY 4'-3"- P GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE cV STORAGE 12'-I° ROOM 1041.1 SQ.FT. 0 'I` 2451 SOPT. 2- 1. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF - A-301 3'-p" i 8'-II" GLG. HGT. A-301 CONCRETE IN TEMPERATURES UNDER 45 F IF THAT TEMPERATURE HAS BEEN SUSTAINED FOR A 2-- HOUR PERIOD OR MORE. \ O m 790 INDIAN NECK LANE 2. SPEGIFIGITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 2 \ \ 12 EXIST. 10 \ \� OIL PECONIC, NY 11958 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL CONFORM TO AGI 506. \ 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / \ (Z rn O DRAWING TITLE: SURFACES. FROZEN &ROUND MAY BE REMOVED OR HEATED TO PROPOSED FOUNDATION PLAN TEMPERATURES WITHIN 10° F OF CONCRETE. I - - - - - - - - - - - 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. REMOVE ASREOV. - - - - - - - - - - - - - - - - - - - - - - - - 2'-5" 6. THE USE OF HEAT BLANKETS OR: ELECTRIC, BLANKETS ARE PERMITTED WHEN NECESSARY. 6-I 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER EXIST. WOOD DECK ABOVE AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. I PAGE: 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 9. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE ❑'7 - - - � 7 - - - - - - - - - E � 7 10 . ®o PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 (ASTM G4414/G494M, TYPES G AND E). �� ❑� - - - a� - - - - - - - - - -�a�- - 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GRO55 SECTIONAL AREAS EXCEED ONE SQUARE INCH. D - - 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED 1 - - - DATE: 03/11/24 8 OF 19 TO REPEATED FREEZING AND THAWING UNTIL GONGR=TE HAS REACHED A COMPRESSIVE STRENGTH OF 600 PSI. 12. PLACEMENT TEMPERATURES SHALL CONFORM To AGI 506. i.F PROPOSED FOUNDATION PLAN 1,15l S.E. HAB17ABLE Si=�4GE; 2,315.I SF. OROSS AREA SCALE: I/4" = I'-o" Q OENERAL EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. Ld WHEN APPLICABLE) EXISTING TO REMAIN J Q .{ NEW WOOD FRAME (L.G, NEW FOUNDATION WALL I----`I 5TL. WHEN APPLICABLE) Q N 11 � L0 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V 10 WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O . CO O POST FOR b" WALLS), U.O.N. .�, 04 } NEW 2-HR FIRE RATED L.. WOOD FRAME (L.G. 5TL. O C LC) z WHEN APPLICABLE) 0- Q (V 0 0 1 FLOOR PLAN NOTES p O ' cD m � DOOR NOTE: +' N -1-0NEW LAUNDRY ROOM: O I. INSTALL NEW INTERIOR DOORS ^1HEN GALLED OUT C O 1 ON PLANS BY 'JELD-WEN' (OR EQUAL). O5 I. NEW WASH / DRY HOOK UP Q :20 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2•COORDINATE LAUND. ROOM d DOOR DIM.'s w/SIZE OF EQUIP. ON PLANS BY 'THERMATRU' (OR EQUAL). 3. NOTE DOES NOT INDICATE EACH NEW DOOR 3.PROVIDE HOOK UPS AS REQ'S PER MANU. PROPOSED;SEE DESIGNATIONS d DOOR 50HEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALL5,U.O.N. DRYER EXHAUST NOTE: 5. INSTALL AS PER MANU 5PEG.'s I. DUCT SHALL TERMINATE TO EXTERIOR WALL 6.PROVIDE (2) 2"xIO" HDR., U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 1. SEE PAGE 6- FOR ALL OTI fER FRAMING OPF-NIN05 D o ELEMENTS AROUND DOORS (TYF'. FOR ALL) U.O.N. 3.DUCT SIZE A5 PER MANU. , 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER SMOKE DETECTOR / CO DETECTOR NOTES: 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN - O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SMOKE /CARBON MONOXIDE COMBINATION DETECTOR n 1 SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO p rn QJ HARD WIRED TO EACH OTHER W BATTERY BACKUP. EXCEED & FEET AND SHALL BE LISTED AND LABELED O X 2.INTERCONNECTION BETWEEN NEhI d EXISTING DEVICES IN ACCORDANCE WITH UL 2158A. -Nj 4j SHALL NOT BE REQUIRED WHERE: EXISTING ALARMS 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK R101D ARE NOT INTERCONNECTED, A5 PER NYS R314.4. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. F- HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS SCREWS i EXIST. "!. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER r' DOWN � l d OPENINGS TO BATHROOMS w/SHOWER OR TUB. LOCATION TO THE WALL OR ROOF TERMINATION. THE v 5. INSTALL ALL AS PER MANU. SPEC.'s MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° 5'-8" 7'-I" MODIFIED IN COMPLIANCE WITH LOCAL CODE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES WINDOW NOTE: NOT INCLUDE THE TRANSITION DUCT. j WOOD D572.5 50E�K �3 I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN CASEMENT, DOUBLE-HUNG, OR 6'-IDING (AS NOTED). NEW EXHAUST FAN TO BE INSTALLED AND IN LOCATIONS �J J INSTALL AS PER MANU. SPEG.'5. O WHERE VENTILATION 15 NOT MET BY MEANS OF NATURAL 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; CIRCULATION THROUGH WINDOWS OR DOORS TO SEE DESIGNATIONS d WINDOW SCHEDULE. OUTDOOR SPACES AS PER NYS MECH. CODE SECTION 5 EXIST, LL11__ 3. FOR SUBSTITUTIONS, SEE NOTE #4 IN "6LA55 WINDOW5 405.5.2.5; INSTALL AS PER MANU. SPECS MUM101 OOM AND DOORS" ON PAGE 6-002. r 85.8RSQ FT. 4.ALL CASEMENT WINDOWS TO HAVE S7RAI6H7 ARM HINGE. NEW ATTIC AGGE55 - PULL DOWN STAIR: 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH O I. MIN. 350 # CAPACITY A b.6 GENERAL, TEMP. 6L. SHALL 8E PROVIDED: 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") 6.1. FOR ALL SKYLIGHTS d OPERABLE PANELS OF 3 I O 5WIN61N6, SLIDING, d BIF°OLD DOORS 3.O.i5 HR FIRE RATED 4.DBL. FRAMING WHEN NEW OPENING L _j 6.2. WITHIN 18" OF F.F. r \� 6.5. WITHIN 24" OF A DOOR 5. WEATHERSTRIP AGGE55 OPENING d PROVIDE R-49 PROP b 6.4. WITHIN STAIRWAYS d WIT'HIN 56" OF A LANDING INSULATION ABOVE w/kV. FR. (OR EQ.) BAFFLE OR = LAUNDRY F 6.5. WITHIN TUB/SHOWER ENCLOSURES RETAINER TO PREVENT INSULATION FROM ENTERING T 6.6. SEE ALSO GENERAL N07'E5 ON PAGE 6-002 DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 iv ROOM O -7. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE - 65.2 SQ.FT. 103 N WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM THERMAL ENVELOPE OF BUILDING). I to (2) 2"xIO" HEADER U.O.N. b.INSTALL AS PER MANU. SPEG.'s �? O WIN. 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 7. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 4'-6" 2'-O° EXIST. NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HE 5 BATHROOM +I +I �BO� LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN -72" NEW FLOOR: V-lq ABOVE GRADE OR THE ADJAGE:NT SURFACE AT THE OO I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE d SCREN; 102 d, F 45.1 5[i.FT. _ L EXIST. BUILDING EXTERIOR. SCREW PERIMETER OF SHEATHING b" O.G. d 12" O.G. ® - - _ �I tt1 N cv PROP. SUNROOM 2.NEW INTERIOR. SHED FLOOR TO MATCH EXISTING D PANTRY O V 133.8 SQ.FT. EGRESS NOTE: VENT b" 5'-b" 93 ® tu 0 IN COMPLIANCE WITH NEW YORK STATE BUILDING O CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF NEW TILE FLOOR: CENTER I. NEW TILE FINISH (H.O. TO SELECT) UPON J EGRESS SHALL BE FOLLOWED: O UPPERS _ _ _ EXIST. LIVING w 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON NET CLEAR OPENIN5........... 5.7 S.F. 3. NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON - Iq,-I„ O O O - _ ROOM C� 30" REF. OO OO © - - - 344.5 SOFT. - NET CLEAR HEIGHT............... 24" MINIMUM 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE d SOREN); r- - b NET CLEAR WIDTH....... . 4'-6' 3-�" d) O u ......... 20 MINIMUM SCREW PERIMETER OF SHEATHING b" O.G. d 12" O.G. ® � 36" RANGE 30"�O +I � - ' INTERIOR. _ ~ EXIST, O TYPICAL BATHROOM NOTE: B = `r PROP. ® X 4 I. WALL BOARD - W.I.G. NEW A/G ZONE: 3'-6" a O' 4'-'I" <- - W 48.3 Sa.Fr. I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 10 I. ADD NEW A/C ZONE IN MASTER BEDROOMS 3 m MODIFIED `r ELEV. u� tt NATURAL LIGHT 6 ALL BATHROOMS KITCHEN I EXIST. IST• o BATHROOM AREA 330.2 SQ.Fr. VENTILATION BATHROOM 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 2.CONNECT TO EXISTING A/C UNIT d CONDENSER J N I FLOOR TUB SURROUNDS 3.INSTALL AS PER MANU. SPECS --- - X O 544 S.F. 2. 5HOWER FLOORS nl _ 3 7-10" CLG. H6T w 0 AREA aa.l 50.Fr. 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON O o B S.F. RE0. S.F. PROV. 2.2. CONCRETE MUD-SET (SLOPE 115" PER FOOT NEW EGRESS WELL: TOWARDS DRAIN) UPON II 1. CONVERT EXISTING BILOO DOOR OPENING TO NEW - - - - _ _ - LIGHT 43.5 S.F. 4�.8 S.F. EORE55 WELL. PROVIDE FIXED LADDER AND READ 2.5. WATER PROOF MEMBRANE: TO COVER SHOWER CUSTOM HINGED COVER TO ALLOW FOR EGRESS. _ _ N FLOOR, WRAP DRAIN d ATLEAST 18' UP WALL5 AGGE55 HATCH SHALL MAINTAIN FREE EGRESS AT DW i' VENT 21.5 S.F. 26.a S.F. �- - O O w 3. 5HOWER NICHE ALL TIMES AND NOT REQUIRE KEYS, TOOLS, OR 5.1. NEW SHOWER NICHE 24"W x 12"H x 3.5"D 3 -`� 2 SPECIAL KNOWLEDGE TO OPERATE. i 8 V ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-003" FOR NAILING S STRAPPING DETAILS. B m I EXIST. SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER BAR EXIST. II FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER O 8'-O" 13'-O" GL. - - _ - TO SQ.FT. UPPERS d� UPPERS / WINDOW CHART m LL' Lu EGRE55 - - - 3 L W CLEAR LIGHT VENT 1L_ ROUGH OPENING WINDOW DIMENSION 0 N OPENING PROV. PROV. G TAG TYPE MODEL # TEMP, v PROJECT: �WIDTH REQ'D: 20" PER PER - L21'-O" WIDTH HEIGHT WIDTH HEIGHT HEIGHT REQ'D:24" UNIT UNIT 3 OPEN REO'D: 5.'1 S.F 8 EXIST. \ K R ESTI N A (2) DOUBLE HUNG VgDH2O52 2'-2 V8" 3'-4 V8" 2'-1 5/8" V-4 V8" 4.21 2.45 in C EXIST. GREAT BEDROOM 1� ROOM 306.5 50.FT. RESIDENCE DOUBLE HUNG V4DH21052 V8� 3'-4 V8" �F 2'-II 5/8" 3'-4 V8" SEE 6.42 3.62 A-501 G MODIF ED A-3OI 161.4 SQ.FT. 2- _77 I S DINING ROOM G (b) DOUBLE HUNG VlDH2O410 21-2 VBII 5'-O V8 2-I 5/e 5-0 VS 6.84 3 214'e sc'FT' �� 2' G 790 INDIAN NECK LANE D (2) GA5EMENT OXI4 i�-8 4-0 V,- 2-"I V2 .4'-0" 'L7 5.1 7.'i , PECONIC, NY 11958 IT-0 E (U TRANSOM W7RI81"7 1'-10 Va.- I'-9 "VS" I'-Q 5/8" i'-9 5/I6" I.15T_ CNT - % F__ 77L7 F(I) W. ASEMEHORIZ MULL� GXWI35 F37_0 I/2" 3'-5 3/8" 2'-II 15/Ib" L5-4' 13/16" 6.4 6.15 6.4 3 DRAWING TITLE: PROPOSED FIRST FLOOR PLAN DOOR 5GHEDULE EXIST. DOOR MATERIAL WOOD DECK q) FIRE 545.2 SOFT. TAG DESCRIPTION �, MANUFACTURER p NOTES NS ID PAGE: WIDTH HEIGHT p w I' 45 RATIRATED ~ �S N SELF-CLO51N6 w Q FIRST FLOOR A-105m00 r�u 101 SINGLE THERMATRU 3'-O" 6'-V 102 DOUBLE JELD-WEN 2'-O" 6'-8" • .�' � � ti ,1 ly �' r� ` DATE: 03/11/24 9 OF 19 105 POCKET JELD-WEN 3-O 6-8 • t SECOND FLOOR i< �• �t;� 1 3 201 DOUBLE THERMATRU 2'-6" b'-8" �� ��• ", µ ,`� '� 2 8"02 SINGLE JELD-WEN 2'-6" b'- • � �` ;( Fr `S.` L f., 1 �`` i�RO 'OSD I RSTLOOfi� PLAN �, r ; 6 205 SINGLE JELD-WEN 2,565.1 S.F. HA517ASLE SF ACE; 2,365.1 S.F. GROSS AREA SCALE: I/4" - I'-o" , 204 SINGLE JELD-WEN 2'-6" 6'-8" 205 SINGLE JELD-WEN 2'-b" 6'-8" ���� �` p'� � 7_ N� 206 SINGLE JELD-WEN 2'-0" 6'-8" 20-1 SINGLE-� JELD-WEN 2'-6" Q _ OENERAL EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. Ld WHEN APPLICABLE) Ld J v EXISTING TO REMAIN .-{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL �`----1 5TL. WHEN APPLICABLE) Q N .c NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL � O � O El' WOOD FRAME (L.G. ST'L. POST FOR 4" WALLS `� CO WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O .D � O POST FOR b" WALLS), U.O.N. N • I NEW 2-HR FIRE RATED L L0 It WOOD FRAME (L.G. 5TL. 0 C z WHEN APPLICABLE) 0- ✓J "N >1 o I FLOOR PLAN NOTES 0 00 m DOOR NOTE: + +' OI I. INSTALL NEW 1. NEW WASH/DRY HOOK UP INTERIOR DOORS WHEN GALLED OUT O NEW LAUNDRY ROOM: +C N p O ON PLANS BY 'JELD-WEN' (OR EQUAL). Q O CL :20 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2•COORDINATE LAUND. ROOM d DOOR DIM.'s ON PLANS BY 'THERMATRU' (OR EQUAL). 3 w/.PROVISIZ V OF EQUIP.DE HOOK UPS AS REQ'S PER MANU. Q) 3. NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DESIGNATIONS $ DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS, U.O.N. DRYER EXHAUST NOTE: . INSTALL AS PER MANU SPEG.'s I. DUCT SHALL TERMINATE TO EXTERIOR WALL 5 5.PROVIDES PER HDR.,U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0 FROM ANY 7. SEE PAGE 6-003 FOR ALL OTHER FRAMING OPENINGS 7. ELEMENTS AROUND DOORS ("'. FOR ALL) U.O.N. 3. DUCT SIZE PER MANU. 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER D SMOKE DETECTOR / GO DETECTOR NOTES: 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN U O 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED M O SMOKE /CARBON MONOXIDE COMBINATION DETECTOR CONNECT THE DRYER 51 THE EXHAUST DUCT SYSTEM n l W HARD WIRED TO EACH OTHER ri/BATTERY BACKUP. SHALL BE LIMITED D SINGLE LENGTHS, NOT TO �lJ L L_I 2.INTERCONNECTION BETWEEN NEkq 6 EXISTING DEVICES EXCEED 8 FEET AND SHALL BE LISTED AND LABELED SHALL NOT BE REQUIRED WHERE EXISTING ALARMS E ACCORDANCE WITH UL MIN --�J ARE NOT INTERCONNECTED, AS PER NYS R314.4. 6.EXHAUST DUCTS SHALL BE MIN SURFACES THK RI6OI 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS PER GENERAL ELECTRICAL NOS ES ON PAGE 6-0, A RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 4.SMOKE / CO DETECTORS TO MAINTAIN V MIN. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL SCREWS HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUGT5 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER w/ R _ _ _ _ _ _ _ _ _ _ _ _ _ _ / / ` b OPENINGS TO BATHROOMS SHOWER O TUB. LOCATION TO THE WALL OR ROOF TERMINATION. THE v 5. INSTALL ALL AS PER MANU. 5PEC.'5 MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 (o.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° IN COMPLIANCE WITH LOCAL CODE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES WINDOW NOTE: NOT INCLUDE THE TRANSITION DUCT. O3 I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN CASEMENT, DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). NEW EXHAUST FAN TO BE INSTALLED AND IN LOCATIONS V ) INSTALL AS PER MANU. SPEC.'S. O WHERE VENTILATION 15 NOT MET BY MEANS OF NATURAL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - nW l 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; CIRCULATION THROUGH WINDOWS OR DOORS TO FIRST FLOOR OUTLINE SEE DESIGNATIONS $ WINDOW SCHEDULE. OUTDOOR SPACES AS PER NYS MECH. CODE SECTION n 3.FOR SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS 405.5.2.5; INSTALL AS PER MANU. SPEG5 AND DOORS" ON PAGE 6-002. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HNOE. NEW ATTIC ACCESS - PULL DOWN STAIR: 5. ALL DOUBLE HUNG WINDOW5 TO BE TILT WASH O 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: I. MIN. 350 CAPACITY 6.1. FOR ALL SKYLIGHTS d OPERABLE PANELS OF 2.SIZE TO FIT MECH. EGH. EQUIP. THRU OPENING (MIN. 22"x30"9 SW DBL IN61N6, SLIDING, d BIFOLD DOORS 3. HR FIRE RATED 6.2. WITHIN IS" OF F.F. 4.DBL. FRAMING WHEN NEW OPENING 6.5. WITHIN 24" OF A DOOR 5. WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q 6.4. WITHIN STAIRWAYS d WITHIN 36" OF A LANDING INSULATION ABOVE w/ WD. FR. (OR EQ.) BAFFLE OR 6.5. WITHIN TUB/SHOWER ENCLOSURES RETAINER TO PREVENT INSULATION FROM ENTERING 6.6. SEE AL50 GENERAL NOTES ON PACE 0-002 DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 7. SEE PACE 6-005 FOR FRAMIN9 ELEMENTS AROUND (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM THERMAL ENVELOPE OF BUILDING). (2) 2"xlO" HEADER U.O.N. b.INSTALL AS PER MANU. SPEG.'s 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 7. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. NY5 R3I2.2 FOR OPERABLE WINDOWS WITH SILL HEI6HT5 LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN 72 NEW FLOOR: ABOVE GRADE OR THE ADJACENT SURFACE AT THE O I. NEW i" PLYWOOD SUBFLOOR BENEATH (GLUE $ SCREW); BUILDING EXTERIOR. SCREW PERIMETER OF SHEATHING 6" O.G. $ 12" O.G. ® OPEN BELOW INTERIOR. - EGRESS NOTE: 2• NEW FINISHED FLOOR TO MATCH EXISTING IN COMPLIANCE WITH NEW YORK STATE- BUILDING A-401 . NATURAL LIGHT _~ NEW TILE FLOOR: GORE, SECTION R310.2.1;THE FOLI_OWIN6 MEANS OF O VENTILATION ry tt m EXIST. I. NEW TILE FINISH (H.O. TO SELECT) UPON i , PROP. EGRESS SHALL BE FOLLOWED: 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON FLOOR I PROPOSED AREA `t ELEV. . 220 S.F NET CLEAR OPENING........... 5.7 S.F. 3. NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON Q 34.0 SQ.FT. NET CLEAR HEIGHT............... 24" MINIMUM 4.NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); DECK 3 S.F. REO. S.F. PROV. tu NET CLEAR WIDTH................. 20" MINIMUM SCREW PERIMETER OF SHEATHING b" O.G. 8 12" O.G. ® 110.6 SOFT. LIGHT INTERIOR. C REQ,D 17.6 S.F. 37.7 S.F. MODIFIED s TYPICAL BATHROOM NOTE: O I. WALL BOARD NEW A/C ZONE: �O,D 8.8 S.F. 45.0 S.F. 2O2 _ 7 HALLWAY EXIST. I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 10 I. ADD NEW A/G ZONE IN MASTER BEDROOM 3 dJ ALL BATHROOMS - ' TEM 122.b SOFT. 5m/co BATHROOM AREA i- - Q• n 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 2.CONNECT TO EXISTING A/G UNIT b CONDENSER ;fl �� - EXIST. �O 5 TUB SURROUNDS 3.INSTALL AS PER MANU. 5PE05 - - I • / V v 5M/GO SM/GO 2. SHOWER FLOORS i0 D � 201 5 /GO 8'-q" 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON Q NEW E6RE55 WELL: 0 Q 4 2 EXIST. N 2.2. CONCRETE MUD-SET (SLOPE 115" PER FOOT cV 3'_7� 4'_q', N (- I. CONVERT EXISTING BILCO DOOR OPENING TO NEW MODIFIED - TOWARD5 DRAIN) UPON II I 2 EXIST. CL. MODIFIED EGRESS WELL. PROVIDE FIXED LADDER AND _ BEDROOM SM/GO 2.5. WATER PROOF MEMBRANE TO COVER SHOWER GL. 5.8 SOFT. BEDROOM CUSTOM HINGED COVER TO ALLOW FOR EGRESS. 0 22C.o 5Q.FT. FLOOR, WRAP DRAIN d ATLEAST 15" UP WALLS AGGE55 HATCH SHALL MAINTAIN FREE EGRESS AT ® „ 0 - I`-2'-O"-�Y l.4 SQ.FT. 145.2 SQ.FT. lU W 3. 5HOWER NICHE dJ 8-1H GLG. 5.1. NEW SHOWER NICHE 24"W x 12"H x 3.5"D ALL TIMES AND NOT RTO OP KEYS, TOOLS, OR , HOT. ® - D O 1 SPECIAL KNOWLEDGE TO OPERATE. n 3 FL,` .T N t; 3 O v_ O ALL NEW WINDOWS SHALL BE ANDERSE'.N; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "5-003" FOR NAILING STRAPPING DETAILS. �; � , 8 - v SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER G l0 6 ,� EXIST. NATURAL LIGHT $ FINAL DIMENSIONS FOR FRAMING 01= WINDOWS To BE PROVIDED BY WINDOW MANUFACTURER BEDROOM VENTILATION i 0 MODIFIED 155.q 50.FT. WINDOW CHART 1 B 2T4HRROOM 206 " FLOOR 145 S.F. ?-5 EXIST. GLG. AREA -- - - 4 5_20 LU to b HGT.xlsr. S.F. REO. S.F. PROV.I- - _ O GLG. T. 4 p # ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT - m I 205 ,' F1�1 -ry RIEQD 11.6 S.F. 16.2 S.F. 2- OPENING PROV. PROV. 2- to T G TYPE MODEL TEMP. A m VENT WIDTH REQ'D: 20" PER PER i A-301 5.8 S.F. 15.4 S.F. PROJECT. - - 8 ! A-301 HF-16HT REQ'D:24" UNIT UNIT O s ROP. 4 6 _ READ WIDTH HEIGHT WIDTH HEIGHT OPEN REOV: 5.7 S.F 207 A (2) DOUBLE HUNG INDH2O32 2'-2 V8" 3'-4 7/8" IF 2'-1 5/8" 3'-4 VS" 4.21 2.48 6`�„ 8'-10" GLG. HOT. PROPOSED 4 O K R ESTI N BATHROOM C� U 6 O B (7) DOUBLE HUNG " , " " SEE 3 123.E SGt.FT - - RESIDENCE yVDH21032 VB, 3-4 V8 2-I 15/8 3-4 VB PLAN 6.42 3.62 8'-10" GLG. HGT. ® o-1 N Q PROPOSED >n ® `t + `� 3 FIN BATHROOM I �t G (6) DOUBLE HUNG VyDH2O410 2'-2 V8" 5'-O V8" 2'-I 5/8" 5'-0 VS" L 1 6.84 4.00 - - - 3 g 3 72.q So.f r 3 B I`-2'-O" 4'-8y2� B 4 q D (2) CASEMENT C OX14 2'-lb" 4'-01/2" 2'-7 V2" 4'-0" 7.7 7Fb.1 7.-t = 790 I N DIAN NECK LANE _;TEMP. TEMP. TEMP. - - - - - - PECONIC NY 11958 E (I) TRANSOM WTRI817 I'-10 V8" I'-9 7/8" I'-9 5/8" I,-,I 5/I6" 1.75 - 6,_�2„ 2,_�2„ 7'-1" 14'-7" 8'-7" II'-I" CASEMENT 6 3-5 1 3/8" -b" F(U W. HORIZ MULL C GXWI35 3-O I/2 2-II 15/I6" 3'-4 13/Ib" 6.4 .8 6.4 DRAWING TITLE: �I 16-4" 16'-6" PROPOSED SECOND FLOOR PLAN DOOR SCHEDULE 8'-3" 41'-4" 1 DOOR MATERIAL TAG DESCRIPTION MANUFACTURER p J FIRE NOTES Q N RATING PAGE: WIDTH HEIGHT 0 Q 3 Lu -145 MIN. RATED SELF-CLOSING FIRST FLOOR A-:106m00 101 SINGLE THERMATRU 3'-D" (0'-8" DATE: 03/11/24 10 OF 19 102 DOUBLE JELD-WEN 2'-O" 6'-8" • 105 POCKET JELD-WEN 3'-O" b'-8" I • �! SECOND FLOOR - - ---- 201 DOUBLE !i THERMATRU 2'-6" 6'-8" � - • 000 202 5INGLE JELD-WEN 2 b 6 8 • C� , o,., 203 5INGLE JELD-WEN 2'-6" 6'-8" • I FROFOSEI7 SEG0NO) FLOOR PLAN � 'e ;" SCALE: I/4" '-o"S.E. HAE3 ITAE3LE Si=AGE; 1,418,cl S.E. OR05 AREA 204 5INGLE JELD-WEN 2'-6" 6'-8" L� _ �- 205 5INGLE JELD-WEN 2'-6" 6'-8" • 206 5INGLE JELD-WEN 2'-O" 6'-8" • �� 207 51NGLE JELD-WEN 2'-6" 6'-8" ]I -* ;== ELEVATION 'NOTES Q OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM w CONSTRUCTION STANDARDS Lij 2. H.O. TO VERIFY FINAL COLOR 6 MATERIAL SELECTION IA I IA I IA I o BEFORE INSTALLATION FROF05ED RIDGE HEIGHT M ELEV. +32.7' —�- -- -—---- .�__ _' =r \ 12 w ++ IA ASPHALT ROOFING 5HINOL.E5, 51ZE 8 COLOR TO _ —_ a O MATCH EXISTING _��.--------_ ---- — ____' \ r' 0) TYPICAL SIDING: _ O I. SEE NOTE AT SUILDING SECTION FOR MINIMUM �� __- �� I IA r' 14 CONSTRUCTION STANDARDS EXIST. RIDGE HEIGHT ----_—_ _ \\ O 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION ELEV. +29.2' — BEFORE INSTALLATION 0 C In Z d- _-_ " -. v w rNj SHAKE SIDING, SIZE 8 COLOR, TO MATCH EXISTING = � -� \ \ 12 x0 U C CO 2B BOARD 8 BATTEN SIDING; 51ZE $ COLOR TBD _._.__ - -- ' i \\ 14 ri \ O Ln 3 O NEW 6" SEAMLESS GUTTER'S $ DOWNSPOUTS; 4< .- 2 o (COLOR) 4 (MATERIAL) (T1''P.) PROPOSED SECOND CEILING HEIGHT LEV. +21.1' TYPICAL 5/4"x4" 'AZEK' (OR EQ E O 1. PROVIDE AT ALL NINDOIWDOORS 2. PROVIDE AT FAGIAS w 5. PROVIDE J" X 10' AT BELLY BAND5 _! $ t NEW DRYER VENT ; SEE FLOOR PLAN NOTES Q \ ' HORIZ MULLION TO O FOR DETAILS SIMULATE DEL HUNG 2 — EXISTING SECOND CEILING HEIOHT� ELEV. +1a.7' --------- p 3' ONEW UNDER-FLOOR AREA VENTS; SEE ~ O M FOUNDATION PLAN FOR SIZING REQUIREMENTS -1 X Q A 2 W w r iv o O T.0 T. .. I� EXISTING SECOND FINISHED-FLOOR ELEV. +I2.3' O m � J F.F. EXISTING FIRST CEILING HEIGHT V J i- 1 o G IG O ELEV. FIRST FINISHED FLOOR NEE BASELINE (AVERAGE GRADE) ELEV. +0.0' NOR7HAF-ST ELEYA710N (FRONT) SCALE: 1/4" = 1'-0" IA I Fn- w O Lill � \ a \ ` o 2B 2 � PROJECT: 4 `\ KRESTI N RESIDENCE 2 i , 790 INDIAN NECK LANE �. PE CONIC, NY 11958 i r `\ I IA DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS 3 PAGE: A-201m00 ILA 1�� it DATE: 03/11/24 11 OF 19 'EMER", 011 = — I r O A P SOU7HNEST ELEVA710N (RIOHT SIDE) �:� 4 }„ ,, SCALE: I/4" = I'-O" � �. �� � ��'�� ,.lo ELEVATION NOTES a O TYPICAL ROOFING: I IA Q I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS W 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION PROPOSED RIDGE HEIGHT Lu BEFORE INSTALLATION _—_—_—_—_—_ J co ASPHALT ROOFING SHINGLES, 51T_E 4 COLOR TO - - --- - - ------ --------------- - IA MATCH EXISTING - - - - ---- g .O W --- - -- - - �s-- - - - - = TYPICAL SIDING: -- - - - ----O _ O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM EXIST. RIDGE HEIGHT - — --- - -- 10 CONSTRUCTION STANDARDS _ c. -- - -- - - (D 2. H.O. TO VERIFY FINAL COLOR Al MATERIAL SELECTION ELEV. +2�i.2' -- --- - --- --- — �' } BEFORE INSTALLATION ---- - — _ _._.. . L ..».- O O N O co U,) --- -- -- ----- - _ ® SHAKE SIDING, SIZE 4 COLOR TO MATCH EXISTING - - X N 2B BOARD $ BATTEN SIDING; 51ZE 4! COLOR TBD ° ' ` ' - "- d- .__.m.� �__ _ - - - - N --- - Q o a O NEW b" 5EAMLE55 GUTTERS 4 DOWNSPOUTS; PROPOSED SECOND CEILING HEIGHT O (COLOR) 4 (MATERIAL) (TYP.) -----� - - - - _ - �.: ELEV. +21.1' +^ TYPICAL 5/4"x4" 'AZEK' FOR EQJ_ _ - O4 I. PROVIDE AT ALL WINDOVI/DOOPZS ` `--1� - - — - -�-_ 4 (D 2. PROVIDE J"xb" AT FAVA5 >n �- 5. PROVIDE J" X 10" AT BELLY BANDS -- ONEW DRYER VENT ; SEE FLOOR PLAN NOTES 5 FOR DETAILS EXI5TING SECOND CEILING HEIGHT -0 ELEV. ONEW UNDER-FLOOR AREA VENTS; 5EE N U O FOUNDATION PLAN FOR SIZING REaUIREMENTS ;� W Q — 12 EXISTIN SECOND FINISHED FLOOR - - - - I I G NIS m - - - -- -- ----- -- - - 2 2 EXISTING FIRST CEILING HEIGHT ELEV. +11.3' Q IOI 4 n 1 0 OA A Q 0 in i _10EX15T. FIRST FINISHED FLOOR ELEV. +3.5' -----� BASELINE (AVERAGE GRADE) PZZrZ-.I,.,ZlIzA rZIZZZZIZIIIII.ZEA E M 0= r//////.14, �! ; �: = I RE/zElm I ELEV. +O.O' SOUTHEAST ELEVATION (REAR) SCALE: 1/4" = 1'-0" I IA FN- 12 __ _ w PROJECT: K R ESTI N -_ - I IA RESIDENCE SIDEIVCE LL 790 INDIAN NECK LANEll1LLLILI�IL- - Il 11 lL-LLB ILI 201 U-1 IIiLiL PECONIC, NY 11958 �1---��W_1--�11-I ��� �_ 2 A Q IA I T. T. �J�J ���� � DRAWING TITLE: 4 12 _ I�I�LU LLI �.1 LULU �LI PROPOSED EXTERIOR ELEVATIONS ---- :— -- - - --- PAGE: 4 L�LI LE_LLL LU-1i 1ULL-LL -- --- L LLid 1 i L 2 LLLI� 1 �� ILL111 l�lL�j I 11�1�1�1- �11 4 L -1 IM 20m O A 1 11 -ITT O O B O 1L�, LI�J„ L11iL�' I1 1 Jul N„N. - �u�1- J 1 LOLL- LL_ILJ L L LLLLL Ll1 . _� ICI �U I!��I I`I �� 1 ll L= - Z DATE: 01/08/24 12 OF 19 LJ_Lfl_LLL_l1_JL_ 'l-1L1LLL I _11_lL11 �L�ILJLL' iLIL LILT L LL�LI-LjI_, J I ��lJ I �1 I_I 11 �IJ �'1L11�'�1� -I�- 1�-1L [ - l ! 1 1 JL P.F. ��EEtE�t LEE] y j- ii OL374Ill �® NORTHEAST ELEVA.7I ON (LEFT SCE)E) OF SCALE: 1/4" = I'-oil CONNECTION 'A' AS PER PAGE 6-005 BUILDING 5EGTION NOTES PROPOSED RIDGE HEIGHT _—_—_ 12 NEW RIDGE ELEV. +32.7' _----- d NEW ROOFING NOTE (TYP): Q O I. INSTALL NEW ASPHALT ROOFING 5HIN6LE5 12 � 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 1 W 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS 5.INSTALL 15 # BUILDING FELT N.O.N) OVER EXIST. RIDGE HEIGHT --_—_—_ \ J D 4.I/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) ELEV. +2ci.2' 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REOV) Q +_� N 6.PROVIDE RIDGE VENT(AS REOV) ,P` ai •O Lr) '1. FLASH ALL VALLEYS 8.INSTALL DRIP EDGE A5 REOV — Q' N 9. INSTALL ALL AS PER MANU. 5PE--G.'s = Q PROP. TYPICAL ROOF 8 CEILING CONSTRUCTION: p� ATTIC 'O�`P •� (.0�• UN-HEATED z O2 • NEW ROOFING AS NOTED Q-' UN-FINI5HED O O N O • 1/2" GDX PLYI,V SHEATHING (BLOCKING ® ALL PLYkO Q' �'I' a •� Lr) � SEAMS) ¢� .-- V • R.R. G.J., a G.T. AS NOTED ON PLANS (® SPANS OVER PROPOSED SECOND G_EILING_ HEIGHT Q 2 X = N V IN5TALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) l ELEV. +21,1' O � • PROVIDE R-49 BATT INSULATION WHEREVER ALLOYED PER ATTIC SPACE; IN ALL OTHER AREAS, PROVIDE T' _ +�' m •� Cfl \ PROP. G.T. AS PER PLAN O N 0 CD THK. SPRAY FOAM INSULATION (R-4a ® R-7/INCH) 0 1 • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES y a F- ® '- NEW EXTERIOR WALL CON5TRUGTION (TYP.): z Ou t • "T'fVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON • I/2" GDX PLYWD. 5HEATHINO (BI-OCKIN6 ® ALL PLYWD EXISTING SECOND_ GEIL_ING HEI6HT� z u SEAMS) UPON ELEV. +IQ.- ' p J 3 • 2"xb" 57UD5 0 16" O.G. w/DBL. TOP PLATE �_ MODIFIED PROP. • MIN. R-21 BATT INSULATION DL x BEDROOM W.I.G. 4 • 5/8" 6YP5UM BD. WALL FIN15H W Q p T w NEW SIDING NOTE (TYP): ' m 12 ~ O4 1. INSTALL NEW SHAKE SIDING r N Op 41 PrPN O C CONNECTION 'CI' AS ' J O �� 5FN PER PAGE 6-005 -T 2."TYVEK" HOUSE WRAP (OR EQUAL) EXISTING SECOND FINISHED FLOOR g P 5.INSTALL ALL AS PER MANU. SPEC.'S CONNECTION 'BI' AS EZ• �iW STUD TO FLOOR r 1 4.PROVIDE ALL NECESSARY TRIM FOR PROPER ELEV. +12.3 ` PER PAGE G-003 SOP in r v INSTALLATION Q tV NEW R.R. TO G.J. P 2 5. 51DINO SHALL EXTEND TO TOP OF FOUNDATION WALL - (`IL/) - m ' TYPICAL FLOOR CONSTRUCTION, PROP. F.J. AS PER PLAN --- O I. FINISH FLOORING TO SELECT 2, 5/4" Tt6 COX PLYWD. SUBFLOOR GLUED b SCREWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL EXISTING FIRST GEILIN6 HEIGHT 'X' BRACE ® MID5PAN ELEV _ _ . +11.5- MODIFIED 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST PROP. KITCHEN tf FLOOR AND FOUNDATION) LAUNDRY MODIFIED x 5. 2" THK. THK. SPRAY FOAM AT BLD . PERIMETER RIM JOISTS - DINING ROOM W o ROOM —J 5A NEW WOOD FLOOR: — •(—� I. NEW WOOD FLOORING TO MATCH EXISTING EXIST. FIRST FINISHED FLOOR j 'i 5 5B 5 5A r �' W NEW TILE FLOOR: ELEV. +5.5' ---- �� — Q 5B 1. NEW TILE FINISH (H.O. TO 5ELEGT) UPON 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON — PROP. F.J. AS PER PLAN 5.NEW " DUROCK GEMENTBOARD (OR EQUAL) UPON 4.NEW " Td G PLYWOOD SUBFLOOR BASELINE (AVERAGE GRADE) - - - . • • - ELEV. +O.O' I j [0 PEP, PArvE CONNECTION 'DI' AS PROPOSED u 003 EXIST. NEW STUD TO I I STORAGE n n STORAGE FLOOR ASSEMBLY I � I o �JI ILJI - I I I BASEMENT FINISHED FLOOR ELEV. -6.5' A-401 — — -- — — — — — — — — — — — — — — — — — — _ _ — — -- — — — 1 SEOT I ON 1 -1/A-501 CONNECTION 'A' A5 CONNECTION 'A' AS PER PAGE 6-005 PER PAGE 6-005 NEW RIDGE NEW RIDGE PROP. RIDGE AS PER PLAN 12 ^ \ 12 14 Z EXIST. RIDGE A5 PER PLAN �P� A� EXIST. RIDGE AS PER PLAN PROP. S PROP Q' ATTIC \ ¢ ATTIC _ �\ ¢ UN-HEATED �� ¢ UN-HEATED �P Q¢OQ UN-FINISHEDQ¢OQ UN-FINISHED �\ w 12 a 3 �sPR )P. G.J. AS PER PLAN � 2 \� PROJECT: PROP. EXIST. G.J. AS PER PLAN � 5-O BATHROOM K R EST I N 3 RESIDENCE 4PROP, O W.I.G. PROP. EXIST. EXIST. BATHROOM BEDROOM BEDROOM 790 INDIAN NECK LANE CONNECTION PER PAGE 6 005 PECONIC NY 11958 NEW STUD TO FLOOR sT R� DRAWING TITLE: s EXIST. F.J. AS PER PLAN - PROP. F.J. �EX15T. G.J. _ BUILDING SECTIONS A-401 p MODIFIED _ XIST. EXIST. EXIST. i - - DINNING ROOM GREA T ROOM HAL WAY BEDROOM LJ PAGE. A IOU CONNECTION 'DI' AS 5 5A A-30 �L■ Oo PER PAGE 6-005 _ NEW STUD TO FLOOR ASSEMBLY I ATE O �O �Z4 13 EXIST. F.J. AS PER PLAN i I v t EXIST. EXIST P OP. EXIST. BASEMENT CARPENTRY ST RAGE STORAGE , . FINISHED 8 C t� I ED 8 ROOM FINISH ' pa e• df � HEATED b 4 HEATED Ee.. ew 4�1 � t F . e - „ I I - i - - -�— — - - -- — — — — — — — — — — — — - - - - - - - - -- — -- - - - - - - - - - - — OF �G SEOTION 2-2 /A-301 5GALE: 1/4" = I'-O" 2'-0" LAP a PROVIDE 3" (MIN) GONG. C:OVER (7Yf ) Q OF ALL REBAR WITHIN P. GONG. FOUND. WALLS $ P. GONG. FTC'5. PROVIDE STRAPPING $ NAILING ALL EDGES OF ROOF NOT PROTECTED BY Q AS PER CONNECTION 'D' IN COPING REQUIRE CALV. DRIP STOP EDGE. LJJ "TYPICAL NAILING/STRAPPING -------- ILLI -- -- --,� PEDESTAL SYSTEM OR P.T. TAPERED .J PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, cu 5LEEPER5 TO PROVIDE A LEVEL ('7 BETWEEN CAVITIES SHEAR, $ LATERAL RE515TANGE I I II SURFACE FOR DEGKIN6. NOTCH OR CV PER ENERGY TABLE ON PAGE 6-005 ® EA. 5TUD. I Q (WHEN APPLICABLE) I I INSTALL ON SPACER TO ALLO FO �C ---------_ ALLOW FOP,THE PASSAGE OF WATER. Q � DUROLA M ROOF ITE FLOOR SYSTEM AS NEW (2) 2"x6" P.T. SILL PLATES I I I II MEMBRANEH(OR EOUAL),�NSTALLATION, O -� r- O NOTED ON PLAN UPON SILL SEAL UPON COPPER I I I �I LAPPING OF SEAMS, AND SEALING OF >' TERMITE SHIELD ————_— —— ——-I I—— EPDM MEMBRANE TO TAPERED i z i II INSULATION AS PPITCHATO &UTTER. 0- Ln ,[ O NEW 5/8"-P HOOKED ANCHOR I I GUARD RAIL INSTALLED PER •� L BOLTS ® 3q" O.G. W 3" 50UARE (I I I PERIMETER OF ROOF INSULATION 6UARD RAIL I STALLED. T U WASHER d ENDNUT #5 REBAR (TYP) Q I N WRAPPED IN VAPOR BARRIER LASH AS REO. TO MAINTAIN o x0 4 i #5 BENT I I I I TAPERED POLYI50. FOAM INSULATION WATERPROOF SEAL. MIN 36" -c O m a-+ C9 I A.F.F. 4-J REBAR (TYPJ i �- I I PITCHED TO DRAIN I/4:12 APPROX a-' nj L0 t Y4 I j I I NEW " THK. PLYWOOD D Q 0 a O ROOF DEGKIN6 OOF DEGKIN6, SPEC TED. P.T. BLOCKING LEAVE I" MIN . 11 i I 6AP FOR DRAINAGE II I I 00000 6ALV. DRIP-STOP EDGE 'll, I I I j °' GRADE II° i 8 CUTTER AS SPECIFIED. dl 1I TRIPLE J015T AT PERIMETER -I-� 70 CORNER CONNECTION TO SECURE GUARDRAIL. II e U . — #6 HOOKED VERT. I�, NEW " THK. GYP.BD. /� ` REBAR 632" O.G. II. ° PROVIDE INSULATION BETWEEN CAVITIES � wM . .II PER ENERGY TABLE (WHEN APPLICABLE) ° #5 REBAR (TYPJ 2-O LAP I ASPHALTIC DAMP l : a — — -- (TYP) ROOF RAFTERS AS NOTED ON PLAN PROOFING TO EXTERIOR 11 II I I I FLAT ROOF PE7A I L I�---------- --_------_ ---}i-------- A-401.00 •- Ii SCALE: I" I'-O" Q P. GONG. FOUND. WALL (MIN. 4,000 PSU 9� —�— _—_—_---=I�---IL---II------ W I I #4 HOR. CONT. REBAR ® II _ ( — J D� I I li #5 BENT TOP, MIDDLE 'THIRDS, d it REBAR (TYP) BOTTOM OF WALL (4 TOTAL) P. GONG. CONT. FT6. II I I (MIN. 4,000 PSI)- (5) #5 HOR. CONT. REBAR 4" P. GONG. SLAB Ir <II-L4 11 I 6 MIL. POLY. ) '}' ( - 'T' GONNEGTI ON M015TURE RETARDER I _ 4" GRAVEL BASE" 3" _ — 3"11 ri OV. GLEAN !- I 141 23 OilRLi� DT IL MPACT FILL A-401.00 = SCALE. 3/4" I OI" I FOUNrI )A710N MALL I7E:7A I L A-401.00 50ALE: 5/4" = I'-O" z w O V> w Q C] PROJECT: KRESTIN RESIDENCE 790 INDIAN NECK LANE PECONIC, NY 11958 DRAWING TITLE: DESIGN DETAILS PAGE: A-14 0 3'.. 0 0 1 DATE: 01/08/24 14 OF 19 4. OF t' y OEI ` ERAL 5 I IN O50L ICE I : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT,F- J Py00D FRAME (L.G. 5TL. Q EX15TINO TO REMAIN WHEN APPLICABLE) 0 E---I LLj NEW WOOD FRAME (L..G. NEW FOUNDATION WALL J O f—� STL. WHEN APPLICABLE) 11 m NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V Q Lo N WOOD FRAME (L.G. 5TL. ® P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL O O � � F05T FOR (5" WALLS), U.O.N. _ 'O WOOD FRAME (LR.G.E,TDL. •p O N z O WHEN APPL I GABLE) 0-, Lr) cu I- C 2 X :3 N O 4 O 0m •Z6 N � � O �Q — — — — — — — — — — — — — — —� — — — — — — — — — — — — — — — — — — — — — — 4J 70 T - U . - EXIST. (2) 2"xIO I 4—J 61 RDER Ll IIIII IIIII I U i I zx ,V x -iV �- - - - - - - - - - - - - - - - NQo � Q� / F •9 EXIST. NOOM DECK ABOVE N Q ® �, C!) / / • jam — — � � � i I l, Q� Aft EXIST. WINE CELLAR I Q 40.5 5Q.FT. L — — — — — — — — — — — — — — — — — — — PROP. 2"xio" F.J ® W, O.G. EXIST. -� u HALF-BATH � to54.1 50.FT.I x �O-?p� w 0 — — — r 0 EXIST. to STORAG E 12.2. 50.FT.Q � EXIST. I x I I o I • I I � _ — (3) I.'l5XI1.875 FLUSH MIGROLAM 7 , STORAGE OF05EM ( X ST,-(4) 2"x12 -1 — No \ HDR � � oo _ N® 242.3 SOFT. O UNFIIN15HED I EXIST. MEGH.UNHEATEDN �) w V-11" GLG. HGT. I I 6 ROOM ® Q EXIST. EXI51 ROOMCH T .4 50.FT. 26A 50.FT. 207.5 SO.FT. N o 5 1.75XI1.515 FLUSH I ROLAM x XIQ J .' 0 J • N�Q —Ip NEW(2) / `,I ? Pxa <' I PROP. 2"xl0" F..l O o x 0pU_ :;HD w tt1 EXIST. (4) 2"xl2" HDR / w —�B� iv F 0 X ® x %3 m l lu N lL w EX157. BASEMENT p FINI5HED $ HEATED x v / EXIST. (4) 2"xl2" HDR '112.0 50.FT. U L Q H / 7'-10" GLG. HOT. 1ST.(II I + / N6 N ® UPVic ipr m t PROJECT: • I p V N N EXIST. x p EXIST. � ; CARPENTRY K R ESTI RI STORAGE ROOM I • I X ® 109.1 50.FT. 243.?SQ.FT. I RESIDENCE w I V-I I" GLG. HOT. I \ I I 790 INDIAN NECK LANE \ \\ I PECONIC, NY 11958 — — — — — — — — — — — — — — — — —ji DRAWING TITLE: - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PROPOSED STRUCTURAL PLAN N 6 p �EX15T. WOOD DECK ABOVE 1u I EXIST. (2) 2"xIV GIRDER � 7 PAGE: - --- - _ - _ - - -E3 - = - _ - � - -- - - - _ - _ - --- _$_ _ A olmoo ML - � - - - C DATE: 01/08/24 15 OF 19 FROPOSE17 FOUNDATION STRUCTURAL P1...,AN SCALE: 114" = 1'-0" ,�� �R�,'f�, 41 374��Jr!`tC) OF E` ��' OENERAL 5�'�50L <EE ' : Q _ EXISTING TO BE DEMOLISHEDNEW PARTIALG T, WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) O NEW WOOD FRAME (L.G. NEW FOUNDATION WALL W STL. WHEN APPL I CABLE) ('7 'J NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL ate,' E Lo WOOD FRAME (L.G. STL. El P05T FOR 4 WALLS m WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O P05T FOR b" WALLS), U.O.N. _ (09 NEW 2-HP, FIRE RATED + WOOD FRAME (L.G. 'STL. 0 C nJ z O WHEN APPL I GABLE) CL 'W d. 0 X O N 0 4-+ i O 00m ,Z, O � $ N O � Q� m 70 �X U .- 4� 4--J m EXIST. DOWN MODIFIED r , WOOD DECK V NEW (2) 5'12.5 SOFT. 2 8" HDR < 0) /�_) T71 EXIST. v ,MUDROOMP� 55.6 50.FT. Aim\ 1 \ 7 1 PROP. I U 1 LAUNDRY ROOM - 65.2 SOFT./ N I I � � p_ ® P05T TO RIDGE X(� / EXIST. +1 +1 N BATHROOM // 45.1 SOFT. _ t EXIST. w / PROP. m N SUNROOM '----- PANTRY �-�- � 133.8 50.FT. P05T TO HDR. q 3 P E O 0 zx O 11 W v cV- Q DRP. HDR. — — _ EXIST. LIVING [ 1 X ® ROOM REF. OO OO z O — U I 34q.5 SQ.FT. IL F . PROP. "xb" F.J Wo +I +1 — ® I " O.G. EXIST. - W.I.G. _----- �� PROP. a � X � _ I ^ W 45.5 50.FT. MODIFIED --7' - ---- \ ELEV. o / QI KITCHEN I-i- - \I �- I EXIST. x 0 I 550.2 50.FT. Q BATHROOM NZ 1 - X � 98.1 SQ.FT. 4 \� '1'-10" GLG. HOT-` u1 Q I u iv DW fL-N - I a) 16 m I I BAR EXIST. _ — — — TO 50.FT. I P05T TO HDR. (3) I.-15"X-15" FLUSH MIGROLAM W/ 7 (2) .511 STEEL F�ITCH PLATES IL V PROP. 2"xb" F.J v PROJECT: / " o EXIST. x O I \� EXIST. GREAT x BEDROOM KR ESTI N f u __ ROOM IU 306.5 SQ.FT. — 16I.4 SOFT. lL MODIFIED � - RESIDENCE DINING ROOM 214.6 SQ.FT. - --------- X 790 INDIAN NECK LANE POST TO HDR. z PECONIC, NY 11958 DRAWING TITLE: PROPOSED STRUCTURAL PLAN �p �? EXIST. v x 0 WOOD DECK x 0 0 545.2 50.FT. �9 uji N o Lu PAGE: a 00■ DATE: 01/08/24 1.6 OF 19 FROi 055E ) FIRST FLOOR STRUOTURAL FLAN SCALE: 1/4" = P-O" .� 0374'' 4T� 0 F ���� O I ` ERAL I �550L < I : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. CL Q W EXISTING TO REMAIN HEN APPL I GABLE) 0 uj NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J C6 STL. WHEN APPLICABLE) _ NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUGTURAL O Io WOOD FRAME (L.O. STL. ® POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x&" 5TRUGTURAL O � POST FOR 6" WALLS), U.O.N. — C09 WOOD FRAME (LR.G. STL. .LO O N z O WHEN APPL I GABLE) 0- •7 � � �I X � N O I O 00m ,+�� 0 N C13 O O Q W 4� U • - / ,- �- - - - - - - - - - - - - - - - - -/� - -J m / -c + U / _ - - - - - _ - - - - - - - - - - - - - i �+1 OPEN BELOW / / — 00 EX15T. / - ELEV. � z PROPOSED / 5 O 34.0 50PT. 00 DECK I / w .. IIOb SOFT. I I MODIFIED I v \ HALLWAY I V \ 122.8 sO.FT. IQ V am I _ QT- EX15T. ? p f MODIFIEDGL. MODIFIED BEDROOM EX15T. 06 220.0 sO.FT. CL. 5.8 5O.FT. x p BEDROOM N I �(� -r.a 5O.FT. cv 145.2 SOFT. N POST TO� I v-10" GL.G. P05T TO RIDGE RIDGE HOT. N w i-MOD. BATH 50.FT. EXIST. v ,� BEDROOM V v \O \ , 156.1 SOFT. x O -5" EX15T. GLG. Q HOT. ij Ptu ROP. 2"x8 G.T� //' \ \ —— '/ O.G. 1 \\\�\ �� F PROP. V-10" GLG. HOT. ® PROPOSED A EXIST. 2"xb" G. I� —BATHROOM — p 0 16" O.G. NEw (2) 1 123.6 sO.FT. 2 x8 HDR 1 8-10 GLO. HOT. r X ® o g PROPOSED (V° K R ESTI N - _ - BATHROOM RESIDENCE ,2.a sO.F �' _ ® NEw (2)NEw(2) � NEw (2) Ew (2) " 2 x8 HDR �- 2 x8' HDR `FRB -F+DR ———' 2 x8" HDR / \ 790 INDIAN NECK LANE / < PECONIC, NY 11958 / < DRAWING TITLE: / PROPOSED STRUCTURAL PLAN PAGE: s�3-0& 00 DATE: 01/08/24 17 OF 19 FROFOSED SEC ON 7 FLOOR STRUCTURAL FLAN SCALE: 1/4" = 1'-0" f } �i•, l' `zL` 3�� � 1f FOB (5ENEf;2-,AL SN'1�50L <E",%' : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT r; WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) 0 NEW WOOD FRAME (1_.6. NEW FOUNDATION WALL J STL. WHEN APPLICABLE) C6 M NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL ate,' Lo WOOD FRAME (L.G. °iTL. ® POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL C O POST FOR b" WALLS), U.O.N. - "O 0 NEW 2-HR FIRE RATED z WOOD FRAME (L.G. STL. 0 O N 0 WHEN APPLICABLE) d •C6 � c X :3 N 0 00 +-+ ' Cm -Z, CO N O � � � � o Q 22'-q" PROP. 4"x3" 4--.J 70 ALUM. p DOWNSPOUT U _ AT DOWN TO O_ - SPLASH GUARD n ,Ark ® GRADE (TYP) W -A Lf JT Jl EXIST. RAIN GUTTER i ` - - - - - - - - / c ry PROP.ALUM. / // �e�J �i4�� R Q • DOWNSPOUT DOWN TO / 4.f ♦O,, d.x N '/ W ® GRADE (TYSPLASH PJ // 4s / - - - - - - - - - - - - - - - /_ 'Lj - - - - - - - - - - -FIRST FLOOR OUTLINE _ - - - - - - - - - - - - - - - - - - / 4:I2 PITCH EXIST. ROOF 1 / I EXIST. RAIN GUTTER 2" x 8' R.R. y� w ® I6" O.G. / - - - - - - - - - - - - - - - - - - - - - - / Q / \0 - - - - - - - - - - - -SECOND FLOOR OUTLINE- - - -- -- - / I 4:IrCH O I ry+ x I I II I 2" x 8" - - - -5'-5° - - - - - - - -4- - I / `EXIST. 3 � I EXIST. L I ROOF 1 - - - - - - — `J I l I I EXIST. ROOF I � ROOF 1 ` I ` II II II _ ® x N 70 I 1EXIST.A LIST ROOF o �I R 'A OOF \ / F- / N 2"xl2" RIDGE ry o 3'-0°� I / I _ 1EXIST EXIST. i. �( / ROOF ROOF w 1 I I I I O ��i 0 LIST. 0 � ROOF I I �� • � • I I PROJECT: A-301 r I I I 2- LA I o f o I A-301 K R ESTI N I 14:12 PITCH � 14:12 PITCH x i _ �� 14:12 PITCH ry 14:12 PITCH RESIDENCE 2" x 8" R.R. cV 2" x 8" R.R. :, L- - - - ® I6 O.G. I ® Ib" O.G. Q 2 x 8 R.R. ®b" R.R. i I I'-O' TYP. Q — — — — — Q ® 16' O.C. I a 790 INDIAN NECK LANE I I I I I o I I PECONIC, NY 11958 L / L - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROP. 4'x3:: � - - - -� ROOF DRAWING DRAWING TITLE: 1 ALUM.DOWNSPOUT PROPOSED STRUCTURAL PLAN 22'-I" 5'-O 22'-I" '-2" ` DOWN TO Y2 SPLASH GUARD ® GRADE (TYP) / 1EXIST.AROOF ` PAGE: ffa oo s 3. 0 jq EXIST. RAIN GUTTER D EXIST.u ER DATE: 01/08/24 18 OF 19 T O - FR0F05F-1::) ROOF FRAMINO PLAN ( C"cn 50ALE: 114" = 1'-0" a� Y,�,� 0 7�1 . 1 OF N�` `t d Q W W J cu (M O Lr) O = O _ O� \Y O C N z O a. '� Lo - � X :3 N O O O : O m 4-1c NO O Q 0 a O W -�'-� 70 U � m U c V 4" FRESH AIR VENT E' ----- y I ALL PBING WORK NOTE Q J 1`THROUGH ROOF LUM SHALL CONFORM TO k I LOCAL PLUMBING CODE Q ALL PLUMBING WORK U SHALL CONFORM TO Q 3" LOCAL PLUMBING GORE Q I i I I PROP. BATH I MOD. BATH PROP. BATH I PROVIDE "ABESGO AALL.L PLUMBING 4 2" PROP. BATH MOD. BATH _ 2" FP2o0 FR a= PROP. BATH _ ---I------�-- I -- -------- O LEGEND _— ----I---'— 2„ I 1—"---� EXPANDING FOAM p FUEL 6A5 WORK ———————I——_ I I I I I I 1 (OR EQUAL) AT SHALL CONFORM 0 ---2_I___27-- 1 1 1 I I I I I I ALL IL NEN. NEW. EXIST. ------- � TO LOCAL 2"1 NEW I NEW I I I NEW 1 2„1 1 1 EXIST. I I PENETRATIONS IN LAV. p� NEN LAV. LAV. HOT ►�IATER -� PLUMBING CODE b ILI LAV I LAV 1 I I I LAV 1 1 I 1 LAV. I I FIRE RATED 0 I I LAV. NEW 1 j 1 2" 1 2" 12" j NEW I I 1 v NEW I I 1 NEW 144 SUPPLY FUEL 6A5 1 12 EXIST. WALLS AND N W.C. I •4 14 14 I EXIST. O I I I I I FLOORS/GEILINOS. - - —� 0 N W'G'I i NEW I W.G.1 1 1 W.G. PRODUCT v j 1 NEN Q4 i t W.G. Q4 i t N G v GOLD WATER w PIPING PENETRATIONS: CONFORMS TO I I I X I oa X N 1 TUB I NEW I NEW I I NEW i X I A5TM0 X I !0 X TUB X NEW X NEW 3 i - 3 I NEN �1 I - SUPPLY I. PROVIDE ABE5CO I SHOWER (SHOWER (SHOWER E b4 AND uL l4 a m I- I° I I SHOWER xj SHOWER zI U �I SHOWER 1 v FF200 FR I I- " I- " I I- " 1 I I I I •0 v •0 •v I I I I NI Q NI :Q cV I. N I: N 1= NI IN m Ni �ry NI IN m , I � � _ �I :N �I :N �I :N '_ EXPANDING FOAM" G.O. 2 2 2 3„ I 2 G O 9 -I I - -I I PROVIDE "ABESCO (OR EQUAL) AT ALL ---------------------L---------__I_ — _----i—_---------J FP200 FR PENETRATIONS AT L.._..T. _.. _.._I.. _.._.._.._l._.._.._.._.._.._.._..L.._.._.._.._.._.. I__._ __I._.._.._.l_.._.._.._.._.._.._l._.._.._.._..J EXPANDING FOAM" WALLS AND PROP. CONNECT TO I MOD. KITCHEN EXIST. BATH EXIST. MASTER BATH AL EQUAL) AT FLOORS GEILIN65. LAUNDRY EXIST. WATER I I SUPPLY SYSTEM PROP. EXIST. BATH ALL PRODUCT CONFORMS I� EXIST. MASTER BATH PENETRATIONS IN TO ASTM E 814, ----------r--,-- --T --r--- i----- 11 FIRE RATED ASTM E 84, AND UL -I------21. - 1 I I I I - I LAUNDRY 1 j WALL5 AND MOD. 14'la r---- I I I I I MOD. KITCHEN PROP. I2" I I I I I I 1 I Rf I EXIST. FLOORS/GEILIN65. p LAUNDRY p 1 1 I EXIST. I I I EXIST. I EXIST. I I I O I LAV. LAV CONFORMS TO � I RELOG. LAV. I I I RELOG. EXIST. 11 p� p� EXIST. PRODUCT O LAV. I LAV. I GLEAN OUT L K.S. I LAV. I I I I I I I I I I I 1 I AS REC�'D F- I I � I: 1 Q4 I Q4 ASTM E 814, ASTM �-- �- 1 K.S. I I I EXIBT. EXIST. I 1 I I N I 14 EXIST. I I EXIST. I I 4 E 84, AND UL 141a W.G. I I EXIST. F.A.I. R I I I I W.G.3 j I N•G•3 1 I 1 I u VENT I I I EXIST. I TO REMAIN u I ��X �i I U U I I I p� EXIST.rB p� HH _ xEw I I � � 1 1 X I IX _ I• _ I X 13 II CONNECT TO EXIST. I I TUB. I EXIST. XI Iv _ 3 v X X I I X I X I 3 RELOG. I- " RP'.LOG 2 NEW I SHOWER 1 I I I SHOWER x1 'ry II •0 EXIST. $1 _O q I. 1 O z 1 :0I .O -I .O EXIST. OVEN DRYER EXISTING FUEL RANGE �Y �t (y I I iv1 In RELOG NEW ry l I'ry ryl I. SHOWER iv 1 IN m I I m N 1 I iv iv 1 I iv ry1 I. ryl i. SHOWER SUPPLY m m - DVJ WASHER :� I oa DW WASHER I I �I '� I I I I I I I- �I �I :N G.O. --------- ----�_' -----------I ' -- i---- J=--- I-' ---�- -----� Z G.O. --- - r • --.I.� .._.._1._.. L.._. _..C.._.._..L.._.._.._.._..1.._.._.. EXIST. ui EXIST. BASEMENT C O CONNECT To EXIST. I X I 3 I I PROPANE o BATH _ EXIST. WATER 10 EXIST. 0 EXIST. HOUSE SUPPLY SYSTEM MEGH' I BASEMENT ��r I MAIN DRAIN C.O. ROOM EXIST. I I I I BATH OIL J I I j TO PRIVATE EXIST. I rWELL z z EXIST. I I I z I j I LAV. w I 1 1 TO SEPTIC, ui AV. 1 1 I j EXIST. < a Q I EXIST.( I SYSTEM � I X X EXIST. m FURN. X Ex1sT. PROJECT: I I w dJ (AIR) FURN. m XI5 KRESTI N S. RESIDENCE 790 INDIAN NECK LANE FLUME I NO R1 SF-R - r7)RA I N / NASTE / NEAT FLUME I NO RISER - SUPPL)"' CAS RISER - SUFFL)"' PECONIC, NY l t958 SCALE: NT5 50ALE: NT5 5GALE: NT5 DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: 101000 DATE: 01/08/24 19 OF 19 w �f> Y y. s F Ny�