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48201-Z
¢�ryA TOWN OF SOUTHOLD BUILDING DEPARTMENT r� 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#: 48201 Date: 8/24/2022 Permission is hereby granted to: Indian Neck IV LLC c/o Ernest Scalamandre 1350 Ave of Americas Ste 2300 New York NY 10019 To: construct alterations to existing single-family dwelling as applied for. At premises located at: 3375 Indian Neck Ln., Peconic SCTM # 473889 Sec/Block/Lot# 98.-1-1.3 Pursuant to application dated 3/23/2022 and approved by the Building Inspector. To expire on 2/23/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $326.00 CO-ALTERATION TO DWELLING $50.00 Total: $376.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 .4 Telephone (631) 765-1802 Fax (631) 765-9502 Iattas://%vwsotitl�ioldto%vni .moo Date Received IPLI F"011 ILII 11 IT For Office Use Only �n PERMIT NO. I� Building Inspector: i Applications and forms must be filled out in their entirety. Incomplete MAR 2 3 2022 Do, applications will not be accepted. Where the Applicant is not the owner,an BUILDING DEPT Owner's Authorization form(Page 2)shall be completed. TOWN OF SOUTHOLD Date:02/04/22 OWNER(S)OF PROPERTY: Name: Ernest Scalamandre SCTM # 1000- 98-1-1 .3 Project Address:3375 Indian Neck Lane, Peconic, NY 11958 , -- C- Phone#:2l2-796-2685 Email: 11 Rlti!1000 ILA I Mailing Address:4170 Indian Neck Lane. Peconic, NY 11958 CONTACT PERSON: Name:Jonathan Baker Mailing Address:3015 Skunk Lane, Cutchogue, NY 11935 Phone#:646-245-3603 Email:JON@FORMWORKS-ARCH.COM DESIGN PROFESSIONAL INFORMATION: Name:SAME AS CONTACT Mailing Address: Phone#: Email; CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: FmaF7 DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 275,000.00 Will the lot be re-graded? Dyes R No Will excess fill be removed from premises? ❑Yes ig No 1 PROPERTY INFORMATION Existing use of property: Residential Intended use of property: Residential Zone or use district in which premises is situated Are there any covenants and restrictions with respect to R_80 this property? ❑Yes 0 No IF YES, PROVIDE A COPY. i �;�"mk Box A'ft:elr I ::admllr"mE: 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):Jonathan Baker INAuthorized Agent ❑Owner Signature of Applicant: Date: 02/04/22 r STATE OF NEW YORK) SS: COUNTY OF„<;\ 0 ) -02 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of tt � ZO Notary Public ..... . .... . F� F)�"IIII1I, OWNBR AU1IIII°I0 ItIZ I,IO Where the applicant is not the owner) ..... Ernest Scalamandre residing at do hereby authorize Jonathan Baker to apply on my beh f h > own of Southold Building Department for approval as described herein. %w omg,,Owners Signature g ature Date a,� �� y, Print Owner's Name 2 100 - 8. -- l ,;, PROJECT _#2j&zol INDIAN NECK FARMS 14sse,orsFARMHOUSE RENOVATION GENERAL NOTES TOWN OF SOUTHOLD ZONING ANALYSIS INFORMATIONADDRESS 3375 INDIAN NECK LN ADDRESS: 3375 INDIAN NECK LN, PECONIC, NY 11958 PECONIC, NY 11958 1. ALL WORK UNDER THIS APPLICATION SHALL COMPLY WITH THE 2020 INTERNATIONAL RESIDENTIAL CODE OF NEW YORK STATE,(IBC 2020). TAX MAP # 1000-98-1-1.3 2. NO WORK SHALL PROCEED UNTIL SUCH TIME AS THE TOWN OFSOUTHOLD BUILDING DEPARTMENT HAS ISSUED A BUILDING PERMIT AND A PLUMBING PERMIT. CODE SECTION ZONING DISTRICT CLASSIFICATION: R-80 TOTAL LOT AREA: 14.9044 ACRES, 649,236 sq. ft. 3. THE GENERAL CONTRACTOR CERTIFIES TO THE OWNER THAT HE IS A LICENSED CONTRACTOR IN THE STATE OF NEW YORK;SUFFOLK COUNTY AND FULLY INSURED AS REQUIRED BY THE TOWN OF SOUTHOLD BUILDING DEPARTMENT. 280-15 PERMITTED/REQUIRED EXISTING PROPOSED COMPLIANCE ARCHITECT 4. THE PLUMBING CONTRACTOR CERTIFIES TO THE OWNER THAT HE IS A FULLY LICENSED CONTRACTOR IN THE STATE OF NEW YORK,SUFFOLK COUNTY AND FULLY INSURED AS REQUIRED BY THE TOWN LOT SIZE OF SOUTHOLD BUILDING DEPARTMENT. MINIMUM LOT SIZE: 80,000 sq.ft. 649,236 sq. ft. EXISTING, NO CHANGE YES, COMPLIES [R�)Mm(:who 5. THE ELECTRICAL CONTRACTOR CERTIFIES TO THE OWNER THAT HE IS A FULLY LICENSED CONTRACTOR IN THE STATE OF NEW YORK,SUFFOLK COUNTY AND FULLY INSURED AS REQUIRED BY THE TOWN FRONT YARD i z - OF SOUTHOLD BUILDING DEPARTMENT. MINIMUM FRONT YARD: 60 ft. 15 ft. EXISTING, NO CHANGE PRE-EXISTING z J 6. THE GENERAL CONTRACTOR IS TO FIELD MEASURE THE EXISTING CONDIDITONS AFFECTED BY THIS PROPOSED WORK TO CONFIRM ALL DIMENSIONS PRIOR TO PROCEEDING. "J m G20O Pff1Ti1 °Qf111 (i���(�; SIDE YARD m o 82 John Street 7. THE GENERAL CONTRACTOR IS TO INFORM FORMWORKS,ARCHITECT OF ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE DIMENSIONS INDICATED ONT THESE DRAWINGS PRIOR TO MINIMUM SIDE YARD: 20 ft. ISSUED CM o ��p , I 9 92®� 190 ft. EXISTING, NO CHANGE YES, COMPLIES PROCEEDING. BOTH SIDE YARDS o w 292��1�2 8. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATETHE WORK PERFORMED BY ALL TRADES,INCLUDING BUT NOT LIMITED TO:PLUMBING,MECHANICAL AND ELECTRICAL MINIMUM BOTH SIDE YARDS: REVISED &RESUBMITTED ® w w 6�$®� �mrpv�®�S�-���u,�mttt SUB-CONTRACTOR'S AND ANY OTHER TRADES THAT MAY AFFECT THIS PROJECT. 45 ft. 190 ft. EXISTING, NO CHANGE YES, COMPLIES Co N "' LU �u°ovaav®Pks-a�h.aom 9. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL LOCATIONS WHERE WOOD BLOCKING AND/OR PLYWOOD BACKING MAY BE NECESSARY FOR A PROPER INSTALLATION. REAR YARD NO CHANGES B S2 = MINIMUM REAR YARD: 75 ft. 1,101 ft. EXISTING, NO CHANGE YES, COMPLIES o 0 10. THE GENERAL CONTRACTOR IS TO CONFIRM ALL FINISHES WITH THE PROPERTY OWNER PRIOR TO ORDERING AND/OR INSTALLING ANY FINISH MATERIALS. OMITTED LIVABLE FLOOR AREA F- N o �i'� LE (f - " ��t� I� 11. THE GENERAL CONTRACTOR AND HIS ELECTRICAL SUB-CONTRACTOR ARE RESPONSIBLE FOR COORDINATION OF ALL ELECTRICAL DEVICES INCLUDING BUT NOT LIMITED TO SWITCHES,GFCI OUTLETS, MINIMUM FLOOR AREA: 850 sq. ft. 2,080 sq. ft. 2,080 sq. ft. YES, COMPLIES SHT. NO. TITLE o o o RECESSED LIGHTING,SURFACE MOUNTED LIGHTING,JUNCTION BOXES,ETC. 777 GENERAL CONTRACTOR AND HIS PLUMBING SUB CONTRACTOR ARE RESPONSIBLE FOR THE COORDINATION OF THE PLUMBING FIXTURES,INCLUDING BUT NOT LIMITED TO SINKS,FAUCETS, LOT COVERAGE • a fL) AUG 2 � 12. THE G ; ,,, TOILETS,SOAKING TUB,SHOWER CONTROLS,SHOWER DRAIN,ETC. MAXIMUM LOT COVERAGE: 20% (129,847.2 sq. ft.) >1% (2,059 sq. ft.) >1%D (3,659 sq. ft.) YES, COMPLIES G-001.00 PROJECT LOCATION, SITE PLAN &ZONING DATA ^�^BI : "'v ` ' . O O llJ4v.: :I.I 13. THE GENERAL CONTRACTOR IS RESPONSIBLE TO VERIFY WITH HIS PLUMBING SUB-CONTRACTOR THE SIZE OF THE EXISTING HOT WATER HEATER(HWH)AND WHETHER THE EXISTING HWH WILL BE OF BUILDING HEIGHT G-002.00 GENERAL NOTES, ENERGY TABLE & STRUCTURAL DESIGN CHARTS O SUFFICIENT CAPACITY TO SUPPORT THE ADDITIONAL HOT WATER DEMAND FOR THE MASTER BATHROOM. IF DEEMED INSUFFICIENT,THE GENERAL CONTRACTOR WILL SUBMIT TO THE OWNER A MAXIMUM BUILDING HEIGHT: 35 ft. +24 ft. EXISTING, NO CHANGE YES, COMPLIES 0 SEPARATE PRICE QUOTE TO REMOVE:AND REPLACE THE EXISTING HWH WITH A NEW ONE OF SUFFICIENT CAPACITY. - G-003.00 HOLDOWN, ANCHOR BOLT, STRAPPING, NAILING DETAILS & FASTENING SCHEDULE 14. THE ELECTRICAL SUB-CONTRACTOR IS RESPONSIBLE FOR OBTAINING AN ELECTRICAL ROUGHING INSPECTION APPROVAL FROM AN INDEPENDENT FIRE-UNDERWRITER'S ELECTRICAL INSPECTOR. NUMBER OF STORIES G-004.00 FRAMING GRAPHICS, BEAM CONNECTION PATTERNS, & FIREBLOCKING DETAILS Q MAXIMUM NO. OF STORIES: 2 1/2 stories 2 stories EXISTING, NO CHANGE YES, COMPLIES 15. THE ELECTRICAL SUB-CONTRACTOR IS RESPONSIBLE FOR OBTAINING A FINAL ELECTRICAL INSPECTION AND AN UNDERWRITER'S ELECTRICAL CERTIFICATE FOR THE NEW WORK APPROVAL BY AN INDEPENDENT FIRE-UNDERWRITER'S ELECTRICAL INSPECTOR. FIRST& SECOND FLOOR DEMOLITION PLANS 00 16. THE GENERAL CONTRACTOR SHALL SUBMIT TO THE OWNER'S THE ORIGINAL(GREEN)FINAL UNDERWRITER'S ELECTRICAL CERTIFICATE FOR SUBMISSION TO THE TOWN OF SOUTHOLD BUILDING DEPARTMENT. A-101.00 FIRST& SECOND FLOOR CONSTRUCTION PLANS 00 17. THE GENERAL CONTRACTOR AND HIS SUB-CONTRACTORS)SHALL MAKE ANY AND ALL CHANGES TO THEIR WORK AS DEEMED NECESSARY BY THE TOWN OF SOUTHOLD BUILDING INSPECTOR AT NO ADDITIONAL COST TO THE OWNER. A-102.00 FOUNDATION & ROOF CONSTRUCTION PLANS O 18. ALL NEW CONVENTIONAL WOOD FRAMING MEMBERS SHALL BE DOUGLAS FIR-LARCH#2 MINIMUM,NO EXCEPTIONS. AREA CALCULATIONS: EXISTING PROPOSED A-201.00 BUILDING ELEVATIONS 19. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND DETAILED DRAWINGS OVER SMALLER SCALE DRAWINGS. A-301.00 BUILDING SECTIONS O Q FIRST FLOOR AREA 1,450 SF NO CHANGE A-302.00 BUILDING SECTIONS Q 20. THE GENERAL CONTRACTOR SHALL VERIFY&BE RESPONSIBLE FOR ALL EXISTING DIMENSIONS&CONDITIONS ON THE JOB. THE ARCHITECT'S OFFICE MUST BE NOTIFIED OF ANY DEVIATIONS OF THE DIMENSIONS AND CONDITIONS INDICATED ON THESE DRAWINGS. SECOND FLOOR AREA 630 SF NO CHANGE A-401.00 DETAILS, SCHEDULES & PLUMBING RISER DIAGRAM O O 21. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING&PROTECTING AGAINST WIND&STORM DAMAGE,BREAKAGE,COLLAPSE,DISTORTION AND MIS-ALIGNMENT OF ALL AREAS TOTAL HABITABLE FLOOR AREA 2,080 SF NO CHANGE AFFECTED BY THIS ALTERATION. GARAGE AREA 609 SF NO CHANGE E-101.00 FIRST& SECOND FLOOR ELECTRICAL PLANS O 22. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING ACCURATE"AS-BUILT"DOCUMENTS OF ANY CHANGES MADE DURING THE COURSE OF THIS RENOVATION. BARN AREA 0 SF 1,808 SF FILED UNDER SEPARATE APPLICATION 23. THE GENERAL CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR THE RESTORATION, REPLACEMENT AND/OR REPAIR OF ANY AND ALL AREAS THAT WERE DAMAGED BY HIS OWN WORK FORCE AND ANY OF HIS SUB-CONTRACTORS DURING THIS CONSTRUCTION. LOT COVERAGE 2,059 SF; >1% 3,867 SF; >1% TOTAL BEDROOM COUNT 5 4 ISSUE DATE , NO. DATE DESCRIPTION 1 03.22.22 ISSUE FOR DOB FILING 2 08.01.22 REISSUE FOR DOB FILING -It .' I � n:l: 'S` ✓ -art- _11 , Di , m, , r : - =I x'' " a . .„ .' ? fir. • _?'<d s_ s .,. »;.fix.• `i a: r ,,', s A, �` gy G>' 1:1 e•\ F., �,1 i I, \\ k a `,t I' "l Y.::' r,, i <. ";:` '.. ., \\ LAND NOW OR FORMERLY OF ,... % \.b.: E .'', \ . s. i a a,. .. -'. .- ":O. JOHN PON IN #'' 11 I T O \\ \. "., \ .\, \\ .\. . \\ .t•. \' :: r.:. ::..... -' \ a \\\ \.._ �. k \ I `'. \. >. ' , . , \ a\,: s , ���� 1".., , • • u TIE LINES ALONG CENTERLINE I, .nz,. , ',:.'. - F,..'} .. ;. .,-. 41 ''�"I'.„s:.. = S . z':�'.,. :; LAND NOW OR FORMERLY OF S $5 x„ , a 04 20La...... E OF RICHMOND'S CREEK k' , TOWN OF SOUTHOLDr S 7r 82.0 8 4 r,. 5 3 „ , 20 a ' . ;" 11 E E S 8 r •, 0 IPu' 8,6 S 85 5 r' 4 30 5 12 00 ,� 9 040 E 833 E N ,'4 Dlrc } k. � " 152. 03 69.16 87 8. / 11 . - + i 1: I - ' I - - ''.�� - n � - _ I REVISION HISTORY 3 , a s , MA1aa " It LIMIT OF woods � '�''1�", v � -; i' - - ` � , 11\,� - N0. DATE DESCRIPTION APPROXIMATE EDGE OF ( -1 i - - - ., , " �,,per\;' - „ „ ' .� �' WETLANDS AS SHOWN ON 1 ..TM". ' a`- .'- - ' ; _ ..S"t , co I FILED MAP -f*' - .r - •". ., I 'i - I - " , LAND NOW OR FORMERLY OF O N ',at k', k1-1 I 4�., $ ' 2885 INDIAN NECK LANE, LLC I 1 � = ",f ^. 1 t \\ x `" p 4 _ .•T„ 4 S I 8 4 ., I -� 4 241-67'1 �11. n 231_1-f86 i LAND NOW OR FORMERLY OF '; - ', 3v' - - V. „ -, -� 0 E I LISA OKULA & ROBERT DE FRESE " L il I ;l',. N „" i--- � _ --- z 1 ' 111111111111 0) Iga r N 1 `11 . d I ; ;° M i '' ,, % y� ,� +xs. y € rt, ' 11 --% ` e ,"Yid 3 ! • tt 7 Z BARN - 1.LILJ 1. I } a 1 ` aY I i1. ( ` DRAWING STATUS % .4 - 11 � OIlk 0 t , '� 1�1 ., , .-i ►�, , 4 1 . . . (O I f1. DOB ID NUMBER: ;� i t' ' ' O 2 STORY �11 (n LAND NOW OR FORMERLY OF ` I , ® - _ - P DWEWNO FRANK JR. & FLORENCE KULL - s �" - _ - _ - I. �'�'' - Y .- I . - - - ' . GeP,F� No. 3375 LOT 1 � •�', ' ■ . 1. Z o .4. 1. 'A �. ', I , y W , ., :, s 7 . •` GARAGE :, ° 11 11 - ,� v r., �` �, .� $ ' . n I ' � '^ j� y �� W^ MLl , I" N1 I .\ i 11 - Z 1 I , \ I -� } �+y, a ka, % �'A p ,i Q8\\ - - • - .� - - - ' - __- '�'` '�' .2. t '.s + ff. /-, f' '' ' FARMHOUSE PROPERTY �_ ",, _ , z 1l O I -_-�-- '( I 11 TITLE !) i 1.- /� _, - PROJECT LOCATION, SITE w - 25 N , I - 1.1 , ,7, a tk ",s: PROJECT NOTES a SFE(If-DATIONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS OLA55 WINDOWS AND DOORS ABBRE\x/IAT)ONS INDIAN NECK FARMS IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 8 BETTER (Fb = 815) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL GLASS TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. T DITHER AT ALL TIMES. IT 15 AL50 THE GONTRAGTOF:'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. of ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD INSUL. INSULATION FARMHOUSE RENOVATION PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED CLEARANCES ARE PROVIDED. ADDRESS ` 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BFE BASE FLOOD ELEVATION INT. INTERIOR 3375 INDIAN NECK LN GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL SLIDING GLASS DOORS,SKYLIGHTS, AND ANY GLASS UNIT INSTALLED PECONIC, NY 11958 GENERAL 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 WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, BLDG. BUILDING iG ]<IPS (1000 LBS) 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEALANSULATION. 51ZE OF SILL TO BE (2) 2"x6", UNLESS (1) 2"x6" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD UNLESS OTHERWISE NOTED. BM BEAM MANU. SPEG.'s� MANUFACTURER'S SPECIFICATIONS APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHT5 WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT,AS PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 2. ALL CONSTRUCTION SHALL BE PERFORMB O. BOTTOM OF MAX. MAXIMUM 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR MANUFACTURER'S SPECIFICATIONS. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EX15TINS EQUAL. I. IDENTIFICATION: ALL 50LID-5AWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MECH. MECHANICAL STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ARCHITECT 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL ENERGY CONSERVATION CONSTRUCTION CODE. B.O.W. BOTTOM OF WALL 11 MIN. MINIMUM 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING AND AUTHORITIES HAYING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH 1.8. 6. PROVIDE FLASHING PANS UNDER ALL 5LIDIN6 GLASS DOORS, WINDOWS, OR G.J. CEILING JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988 b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ANY OTHER TYPE OF GLAS5 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. IRDTMW(who 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, COL. COLUMN NYC, BG NEW YORK CITY BUILDING CODE OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 1• ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. CONT. GONTINUOUS O.G. ON CENTER 5. ANY OMISSIONS OR DISCREPANCIES OF FLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING g• MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 8. ALL GLAS5 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS �o o � g@ WITH THE WORK. SRADEMARK SHALL INCLUDE AN EASILY D15TINSUISHABLE MARK OR SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. DBL. DOUBLE OCG. OCCUPANCY q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DFE DESIGN FLOOD ELEVATION P13FE PRELIMINARY BASE FLOOD ELEVATION ��°�®B>IQG X40°®®� 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. EQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. q• ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH BrooMyn, NY 11201 UNLE55 APPROVED BY THE ARCHITECT/EN61NEER. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH (DIM. DIMENSION P. GONG. POURED CONCRETE T 292 798 2 685 'i. CONTRACTOR TO VERIFY DIMENSIONS OF: FOUNDATION WITH FLOOR PLANS ON PAGE 5-003. GENERALLY, SHEATHING IS OF I/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTG A 1 q0.1 STRUCTURAL GLUED LAMINATED THE GHARAGTERISTIGS OF THC- ANDERSEN WINDOW SPECIFIED. THE Info@formworks-arch.com BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARACTERI5TIC5 ARE A5 FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, D.J. DECK JOISTS PL. PLATE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS �IPUYDQ�®Q'ks'�1��71.�f(1� 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.3. PREFABRICATED WOOD I-J -IOISTS: ASSEMBLIES U51NO PREFABRICATED REQUIREMENTS. EA. EACH PLYWD. -71 PLYWOOD WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM P5055 q. DO NOT SCALE DRAWINGS, WRITTEN DIME:N510N5 TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ELEV. ELEVATION P.T. PRESSURE TREATED NAILING AS PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED, U.O.N. 5TR:UCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS TEMPERED GLASS. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL I EQUIP. ___EQUIPMENT REQ'D 11 REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 11, EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. APPROVED EQUAL. EVALUATION REPORT. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXIST. EXISTING RI 11 RISER II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA MISSILE TEST OF ASTM EIgg6 AND ASTM E1886 A5 MODIFIED BY 2020 NYS BG AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET EXT. EXTERIOR RM. ][Room PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF AN5I/DA5MA 115. F.A.I. FRE5H AIR INTAIGE R.R. - IROOF RAFTER R THE ARCHITECT D NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GRO55 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE -� RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED V-O" AND AT EVERY 8'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO STL. STEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND F.A.Y. FRESH AIR VENT S.V. SMART VENT 14. THE CONTRACTOR SHALL KEEP PREMISE'S REASONABLY GLEAN AT ALL 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR TBD TO BE DETERMINED RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN GLAS5 AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 8301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FF ELEV-� FIRST FLOOR ELEVATION TEMP OL. TEMPERED GLASS CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 11. PROVIDE ALL NAILING AND STRAPPING ADURE55ED ON PAGES 0-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. ON THE BUILDING. F.J. FLOOR JOISTS THK. THICi< LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 18 AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM C36 SPECIFICATION FOR GYPSUM 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM 03-1 SPECIFICATION FOR GYPSUM LATH, OR A5TM G"Iq PLUMBING FRGS FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DKV) COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING SYSTEMS TO NY5 PLUMBING CODE AND NYS DEC REGULATIONS. FR. FRAME TYP. TYPICAL AS PER PAGE 6-003. I.-1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED ARCHITESVENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. A6AIN5T ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLJDING ACCORDANCE w/AWPA 622 �;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 5. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION FTG. FOOTING VERT. _ VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 25IS COPPER 1.8 STRUCTURAL PANELS: AND AT BASE OF VERTICAL WASTE PIPES. THE WORK PROVIDED THAT ANY SUCH GLAIIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PER INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE FOOT. H.D. HOLD DOWN W/ WITH ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION ). THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: HDR HEADER WD. WOOD WHOLEORICONTRACTOR, ANY BY ANYTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR - DISH WASHER.........................................2" EMPLOYED ANY OF THEM, AC ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED 5TRUGTURAL- USE PANELS,APPLICABLE CODE - KITCHEN SINK........................................2" HNGR HANGER ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT W O CAUSED IN PART H A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. - LAVATORY...............................................2" PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOIST MGMILLIAN IAE MICROLAM - SHOWER/TUB..........................................2" HOR. HORIZONTAL B. GEORGIA PACIFIC 2.0E G-P LAM 1.8.2. ORIENTED-STRAND BOARD (05B), WAFERBOARD ORIENTED-STRAND - TOILET........................................................3" 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET - LAUNDRY .................................................2" BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING,NAILING, PLACING A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY - FLOOR DRAIN..........................................3" OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT G I /� TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" INSULATION FENESTRATION REGQU I REMENTS APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. THROUGH ROOF. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, AUTHORIZATION OF THE ARCHITEGT/EN6INEIER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL -1. PROVIDE FROST-PROOF HOSE BIB5 WITH EASILY ACCESSIBLE DRAIN 8 PROPOSED DESIGN CODE PRESCRIPTIVE VALUE 4 CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A20b.1 AND ANY DRAIN GOCKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW COMPONENT COMPLIES Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE PROTECTION. VALUE CITATION (PER 2020 NY5ECGC) NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 8. MAX.U-VALUE = 0.32 WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED ISSUE DATE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS WITH BACK FLOW PROTECTION. FENESTRATION U-VALUE u-VALUE = 0.25AIR LEAKAGE = 0.30 CFM/5F MAX.AIR LEAKAGE - 0.30 GFM/SF YES 20. CONTRACTOR TO REMOVE $ RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC PER R4.02.4.3 b TABLE R402.1.4 -CLIMATE ZONE 4 EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 620& STANDARD SPECIFICATION FOR q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL NO. DATE DESCRIPTION WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. HEALTH DEPARTMENT 5TANDARJ5 AND REGULATIONS. 1 03.22.22 ISSUE FOR DOB FlLING HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. CEILING R-VALUE R-4q BATT INSULATION MIN. E = 4q YE5 TABLE PER TABLE 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 8402.1.2 -CLIMATE ZONE 4 SPECIFICATIONS, UNLESS NOTED OTHERWISE:. 1.8.5. STRUCTURAL PANEL 51DINO STRUCTURAL PANEL 51DINO USED IN 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NO'' BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. TO CONGEALMENT OF PLUMBING. EXTERIOR(2"x6'7 WOOD MIN.R-VALUE = 20(CAVITY) 22. PROVIDE FIREBLOGKING A5 PER NEW PORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I R-21 BATT INSULATION YES THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED MIN R-VALUE - Iq UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8 TO THE EDGE OF THE STUD. REPORTS. NOR ANY POTENTIAL DAMAGE THEREOF. FLooR R-VALUE R-30 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES COPYRIGHT PROTECTION ACT OF IggO (AN--FA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. _j 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL *WINDOWS TO BE FLEETWOOD 3000T CASEMENTS/FIXED/AWNING 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.'1. CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, ELECTRICAL: COMPLIANCE 5TATEMENT: I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PAGE 0-003 6 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 0.2.1 SQUARE AND I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). TO 201"1 NATIONAL ELECTRIC CODE, NFPA 'TO AND 2020 NEW YORK STATE COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 IRE]. NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING ENERGY CONSERVATION CONSTRUCTION CODE. STATE ENERGY CONSERVATION CONSTRUCTION CODE. SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS & MANU. SPEC.'S). ASME B18.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. COMPLETION OF WORK. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 2.2.3. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES REVISION HISTORY- CONSTRUCTION MANUAL BY THE AMERICAN FOREST S PAPER ASSOCIATION 26. COLUMN BEARING A5 FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA'12: (AFSPA) AMERICAN WOOD COUNCIL (AWG). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, - GENERALLY,VERIFY OR PROVIDE HARD WIRED NO. DATE DESCRIPTION TREATED WOOD S FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS SMOKE DETECTORS w/ BATTERY BACK-UP IN: TABLE ROI .� 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS a A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. CLIMATIC, $ OEOORAPHIC DESIGN CRITERIA PLUMBING CODE. SECURE w/(2) 1/2" cP ANCHOR BOLTS (4" LONG EXPANSION BOLTS @ A. EACH SLEEPING ROOM ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS EXIST. WALLS 4 12" LONG HOOKED BOLTS a NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TRAPPIN6 51ZE AND 4. ALL MEGHANIGAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING @ G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (0 MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, B. OUTSIDE OF EACH SEPARATE 5LEEPING GROUND SNOW LOAD 25 LBS MECHANICAL CODE AND 2020 NEW YORK STATE FUEL SAS CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED @ POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL AREA IN THE IMMEDIATE VICINITY OF HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY THE BEDROOMS (GENERALLY THE HALLWAY) STRUCTURAL MEMBER ALLOWABLE BASIC WIND SPEED 150 MPH 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201'1 NATIONAL ELECTRIC IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S DEFLECTION CODE, NFPA '10 AND 2020 NEW YORK STATE ENERGY CONSERVATION CODE EVALUATION REPORTS. G. EVERY LEVEL OF DWIELLING CONSTRUCTION CODE. STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) S ANCHOR BOLTS, EXPOSURE CATEGORY B U.O.N. WITH TOP GAPS © STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG (BA5MENT, FIRST FLOOR, i SECOND FLOOR, ETC.) RAFTERS HAVING SLOPES GREATER THEN 3/12 w/6" RISE 4 w1/4`41)/( 1/4`41) BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 166"1 STANDARD L/180 SET 6" DI5T., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. Al NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B O- ENERAL HIND PROTECTION CONNECTION NOTES: 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES ADAPTED FROM STANDARD FOR HURRICANE_ RE515TANT RESIDENTIAL MECHANICAL, FUEL GAS: INTERIOR WALLS 8 PARTITIONS HAe?O ONSTRUGTION; SSTD 10-qq AND 2018 SBC, IiISH WIND EDITION WOOD FRAME SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE WEATHERING SEVERE CONSTRUCTION GYPSUM WALL BOARD AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/ THE 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT MANUFAGTURER'5 CODE EVALUATION REPORTS. FLOORS B PLASTERED CEILINGS L/360 FROST LINE DEPTH 3'-O" FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. COMPOUND METHOD. NYS MECHANICAL CODE AND FUEL GAS CODE 2.21. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 ALL OTHER STRUCTURAL MEMBERS L/240 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS W0005CREWS (INCH SERIES). TERMITE MODERATE TO HEAVY INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE DRAWING STATUS EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DEEMED APPLICABLE. ICE BARRIER REQUIRED YES 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET DOB ID NUMBER: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINI5HE5 LA20 EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, FEADER STUDS 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE AND AT LEAST ONE STUD AT EACH SIDIE OF OPENING. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS /� TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. STRUCTURAL DESI C N LOADS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OFF051NO RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF ALL OPENINS5. USE IFLRAFTERS. IVE LOAD DEAD LOAD 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-003. 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. EXTERIOR BALCONIES 40 psf 15 psf "I. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 16" WITHIN 4' OF EXTERIOR CORNERS. INSULATION DECKS 40 psf 15 psf I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED 8. SILL PLATE TO FOUNDATION ANCHORAGE; SILL PLATE SHALL BE ANCHORED FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. FA55ANOER VEHICLE GARAGES 50 psf AS PER PLAN TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER FOIL TO BE PLACED TOWARD WARM SIDE. OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE TITLE PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF -" IN GONCRETE/MA50NRY WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY GENERAL NOTES, ENERGY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf AND AT SPACING NOT EXCEEDING 4' ON CENTER. FOUNDATION WATERPROOFING. ABLE 8c STRUCTURAL 5. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf DESIGN CHARTS 11" R-30 FOR FLAT CEILINGS - 8.25" R-30C FOR VAULTED AND CATHEDRAL CEILINGS SLEEPING ROOMS 50 psf M psf - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION SEAL & SIGNATURE DATE: - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION STAIRS 40 psf 15 psf PROJECT NO.: - 5.25" R-21 FOR FLOORS GUARDRAILS AND HANDRAILS 200sf 15 sf *' I' P DRAWING BY: Ye� 12 psf FOR ATTIC Cy ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR CATH. DWG. NO.: "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH G-002.00 ASCE -7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) CAD FILE NO. PAGE 2OF12 T1'�I f AL NAIL I NO/STRAFF I NO RE=OU I RE ME:NTS FOR PROJECT HOLDOJ�IN DETAILS FASTENING SCHEDULE A INDIAN NECK FARMS ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL I I=T, SHEAR/ LATE=RAL Jul I ND RE S I STANCE= NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS FARMHOUSE RENOVATION SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, AND ROUGH OPENING FRAMING REQUIREMENTS) ADDRESS ALL STRAPPING TO BE 4 *"x 20 CAUCE -- "SIMPSON" r,520D 3375 INDIAN NECK LN EQUIVALENT - S20 (COILESTRAP) ALL NAILING 15 A GENERAL SPEGIFIGATION, IT APPLIES UNLESS NOTED OTHERWISE PECONIC, NY 11958 *USE IOd NAILS IF STRAPPINO 15 OVER PLYWOOD; TYP. FOR ALL (5(fHEDULE AS PER AWG 2018 WOOD FRAME GONSTRUGTION MANUAL TABLE 5.1) DESCRIPTION FASTENER SPEC. FASTENER HOLDCWN 'A' HOEDOWN GONNEGTION ANAILING ARID AND OUANTITY SPAGINC w FOR NEW d EXIST. FOUNDATIONS ROOF $ G E I L I NO FRAM I NO ARCHITECT m �ry I.DIM's ARE ALL MIN.Vs BASED ON USE OF ONLY A Ibd ENDWALL ENDWALL 2 COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER (3) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RI DC E �` 2. WOOD IS ASSUMED TO BE DF,#2 a BTR. IN DRY USE IRDTFnw(gTho HEIGHT STUD CORNER STUD HEIGHT STUD TRANSFER TO CONNECTION: R.R. " vSERVICECEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER JOIST CONNECTED TO TRANSFER SHEAR 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL TRANSFER SHEAR X ry (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL "SIMPSON" HDaB FOR STRAP - 3 8 d COMMON � -n HOLES,SET NEW MEMBER. CEILING JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PAGE G-003 EACH LAP ���� ���6 HOLDOWN ANCHOR (9 2-16d COMMON 0 0 2-16d COMMON NAILS ® EA. END OF STRAP. LOCATIONS NOTED NAILS a 6" O.G. d 4.No MIXING OF NAIL SIZES OR TYPES ALLOWED NAILS ® 6" O.G. 8 ON PLANS 10" O.G. IF BLOCKED CEILING J015T LAPS OVER PARTITIONS (PAGE-NAIL) 1-16d COMMON EACH LAP 82 John Street :: 4 10" O.G. IF BLOCKED II,� CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH G.J. G.TIE�'�" 5. SEE SECTION b FOR ANY REa'T TO CLINCH THE NAILS(TO �Q�®®U911 N� 11201 CORNER F05T ROOF SPANS OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A q0° ANGLE,SEE COLLAR TIE TO RAFTER(FACE-NAIL) SEE PAGE 0-oo3 PER TIE ynr USE 4 $d COMMON NAILS GRAPHIC BELOW) T 212 796 2 'SIMPSON"AN OR a EA. END OF STRAP FOR ROOF N b. DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END �� ®� ���®�������'�� HOEDOWN ANCHOR ® SECTION 12.4-PLACEMENT OF NAILS b SPIKES 3 TABLE LOCATIONS NOTED a 4 SLOPES OF 5:12 AND GREATER. OR 4-I. formwork-arch.com ON PLANS RIM BOARD TO RAFTER(END-NAIL) 2-16d COMMON EACH END GONNEGTION BI B2 a AT RAFTER TO TOP PLATE TO STUD WALL FRAMING HOLDOWN INSTALLATION OPTIONS: CONNECTION: FOR NEW P. GONG. FOUND.'s ° FOR STRAP - 5 8 d COMMON NAILS © B2 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON 1 PER FOOT ° _ HOEDOWN CAST IN PLACE w/7/8"(P THREADED ROD EA. END OF STRAP: TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-16d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s see WHEN IN TOWN OF (SLIP OR NAILING 1 1/8",P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO N01r: 5 Or, GEOMETRY EXCEEDS THAT PERMITTED IN • CONCRETE w/ 'SIMPSON" SET (HIGH STRENGTH EPDXY ----I E3 MAX. NAILING GRID ABOVE UTILIZE • STUD TO STUD (PAGE-NAIL) 2-16d COMMON 24" O.G. ADHESIVE), 8 FOR TEMP.'S O°F-4o°F USE "51MPSON" AT I SIMPSON # H2A (OR EQUAL) RAFTER TIE (HIGH 5TRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES FOR TOENAILINO - 3 8 d COMMON NAILS FOR EXIST. /NEW C.M.U. (GONG. BLOCK) FILL TOP 2 COURSES SOLID 8 CAST IN PLACE HOEDOWN USE SAME TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-16d COMMON PER STUD w/7/8'm THREADED ROD CONNECTION FOR G.J. TO R.R. - �I IG d COMMON NAILS REQUIREMENTS FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED C.J.'e (WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) 2-16d COMMON 1�2 PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW HOLDOWN 'D' _2— _j!��_d COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAMING EOFOUNDATIONEXIST, FOR NEWLY POURED GONNEGTION GI G2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-8d COMMON PER JOIST FOUNDATION ® ONE STORY ONLY (5) .2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END HEIGHT STUD CORNER STUD CONNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY (s) 2x FULL G2 TO STUD GONNEGTIONBLOCKING To S : ILL or "SIMPSON" HDaB TOP PLATE (TOE-NAIL) HOEDOWN ANCHOR � 2-16d COMMON HEIGHT STUD 3-16d COMMON EACH BLOCK LOCATIONS NOTED NAILS a 6" O.G. $ ON PLANS lo" O.G. IF BLOCKED -22Z 77 I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-16d COMMON EACH JOIST CORNER POST NAILS @ EA. END of STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE 8 OR 2-16d G N BELOW - 2 1(0d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-16d COMMON PER JOIST NAILS ® " O. BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-16d COMMON ' PER FOOT ROOF SHEATHINO e 4 a STRUCTURAL PANELS: INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD a "SMPSON" ST D14RJ GONNEGTION DI D2 SOLID PERIMETER EDGE ZONE s 8d COMMON 6" EDGE / 6" FIELD HOLDOWN INSTALLATION OPTIONS: B OCINC® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s A UP TO q" RAKE OVERHANG ISSUE DATE HOLDOWN CAST IN PLACE w/7/5"<P THREADED ROD AT STUD TO FLOOR ASSEMBLY TO SILL GEILINO SHEATHING NO. DATE DESCRIPTION FOR EXIST. P. GONG. OR NEWLY GURRED FOUNO.'s 1 03.22.22 ISSUE FOR DOB FILING THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) GONNEGTION: D2 CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY 7 P OMIN. I 6YP5UM WALLBOARD 5d COOLERS '1" EDGE / 10" FIELD ADHESIVE), S FOR TEMP.'s O°F-40°F USE "SIMPSON" AT CORNER (HIGH STRENGTH ACYRLIC ADHESIVE) ONE #4 REBAR FOR STRAP - 3 8 dXGOMMON NAILS � EA. I SPECIFIED ON END OF STRAP (WRAP STRAP UNDER SILL PL.) WALL SHEATH I NO FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE FILL TOP 2 COURSES SOLID 8 CAST IN PLACE HOLDOWN ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW W/7/8"(P THREADED ROD _� _��_ d COMMON NAILS STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD ° c ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 7" EDGE / IQ" FIELD FLOOR CONNECTION w/ # LPT4 SIMPSON (OR P.STRAP w/(3) NAIL I NO/STRAFF I NO W I NDON/DOOR HEADER STANDARD/ALTERNATE EQUAL) 0 PLATFORM TO SILL PLATES Sd NAILS® EA.END OFEA.STRAP TO EA. J0I5T-(FOR FLOOR SHEATH I NO (SUBFLOOR) ALTERNATE USE SIMPSON H2.5A) NOTATION: STRUCTURAL PANELS: A -NUMBER OF 8d NAILS ® EA. END OF STRAPPING (2018 WFGM, TABLE 3.'1,P. 18q) CONNECTION I- B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.2315, P. 2qI) 1.. or LESS: 8d COMMON 6" EDGE / 12" FIELD REVISION HISTORY G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM,TABLE 3.230, P. 212; GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD ALTERNATE AS PER TABLE 3.25D, P. 213) NO. DATE DESCRIPTION D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. 51DE I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. -D (2018 WFGM, TABLE 3.1, P. 181) ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. A AT STUD TO FLOOR ASSEMBLY TO SILL E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM, TABLE 3.22F,P. 288) °, FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G F - NUMBER OF Mod NAILS, END-NAILED THROUGH ADJACENT JACK STUD To END OF 51LL(5) ® EA. SIDE a° e a PLATES) CONNECTION SHEAR GAPAGITIE5, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.5, P. NO a °a ° < SLAB ON GRADE APPLICATION: s ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. A a - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B E ° ° ° ° a ° " °G" A FOR STRAP - 8 d COMMON NAILS In EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. a] a ° END OF STRAP (WRAP STRAP UNDER SILL PL.) s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING SCHEDULE B SIDE OF THE ROOF PEAK, THE 4 PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE 'F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS a a ' e 4 FOR EA. PLATE TO STUD ABOVE OR BELOW - USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) ° ° _2_ _IC_ d COMMON NAILS A NOTATION ROUGH A B G D E F G CPNG 2 1 I I I I DRAWING STATUS 4'-0" 4 1 2 2 2 2 SFL Ir--.,, I NO OF TOS PLATE GABLE ENDWALL * - PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. 6'-0" 5 I 5 5 5 5 BRAG I NO/STRAPF I NO DOB ID NUMBER: (B) - REQUIRES SILL PLATES OF "x6" (MIN.) TOP PLATE BLOCKING 2 FOR RAKES OR LESS PROVIDE 4 4 4 }-- SPLICE --} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® BLOCKING® 12" O.G. LENGTH I FOR WIND - EXPOSURES BSG - FOR WIND - EXPOSURES BSG - 4'-0" O.G. TO AGHEIVE RAKE O.H. ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF BUILDING MINIMUM SPLICE'$1.4 BUILDING MINIMUM SPLICE"�'` j DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(3) 8d NAILS EA. END OF EA. STRAP ATTIC ANCHOR BOLT Sf'E_C I F I PATI ONS 16-0 3-O /3-q" 16-0 4'-0 20'-0" 6'-12" SPECIFICATION (2018 WFGM TABLES 3.2A B 3.28, P. 15'7-160) BLOCKING 2 BAYS — CORNER 24'-0" W-O"/5'-0" 24'-0" 6'-0' BACK ® 4'-o" o.G. TITLE 3q" 5/8"cP ANCHOR BOLTS a 5 1" O.G. " 2a'-o" -r'-o" HOEDOWN, ANCHOR BOLT, CONDITION FOR ALL STRUCTURES: 2b'-o 52'-0" (o'-O"IT-6" 32'-O" 8'-0" SECOND FLOOR STRAPPING, NAILING DETAILS " W & FASTENING SCHEDULE NOTES: 1. TABULATED SPLICE LENGTHS A55UME TOP PLATE-TO-TOP PLATE 36'-O" '1'-O"/8'-q" 36'-O" CONNECTION USING 2-I6d NAILS PER FOOT. FOR SHORTER SPLICE I. MIN. 7" EMBEDMENT INTO CONCRETE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 8'-0"/10'-O" 4O'-O" 11'-0" BLOCKING 2 BAYS SEAL & SIGNATURE DATE: • W/ 3" SQUARE WASHERS AND END NUT SETUP; PROVIDE AN EQUIVALENT NUMBER OF NAILS BACK ® 4'-O" O.G. END 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. FILL 2.TABULATED SPLICE LENGTHS A55UME A BUILDINS LOCATED 50'-O" 10'-O"/12'-6" 50'-O" 13'-0" + ' PROJECT NO.: CONDITION TOP TWO COURSES SOLID IN EXPOSURE B 8d NAILS EA. END) " r, F1� DRAWING BY: 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" 12'-O"/15'-O° 60'-O" 16'-O" OF EA. STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT /` �?� t.,.,• �'' CH Y: LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR I •° € � �' .. OR REPLACED BY HOLD : FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70'-O" 14'-O° TO'-O° Iq'-O° '"X ''�`' DWG. NO.: PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): ti''.' 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 $ 12" 80'-O" I6'-O" 80'-O" 22'-O" }-1�.. { �� I FROM ENDS AND CORNERS (TWO © CORNERS) q'WALL - 1.125 (SEE DIAGRAM TO LEFT) 10'WALL - 1.25 BLOCKING 2 BAYS N I I'WALL - 1.5-15 ;,.�",� G-003.00 12'WALL - 1.5 THIS COLUMN w/MULTIPLIER BACK ® 4'-O" O.G. ' FOR 10'-0" WALL ? ' 4. COORDINATE w/ HOLDOWN LOCATIONS 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL ""--- ---' CAD FILE NO. PAGE 3OF12 I MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UP GIRDERS, (THAT EXCEED FRAMING STANDARDS, IT IS REa'D FOR FRAMER TO HAVE A F 1 REBLOOiG I NC5 FOR I=LATFORM HOOD FRAM I NO INDIAN NECK FARMS WORKINO KNOWLEDGE OF THE AMERICAN WOOD COUNCIL IAWCI DETAIL BOOK CONNEGTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) FARMHOUSE RENOVATION AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 4 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION ADDRESS DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOGi<ING UNDER LOAD BEARING WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES 3375 INDIAN NECK W MAX. 52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPIN5. PECONIC, NY 11958 NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS® 12"O.C. � THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME GONSTRUGTION: THE DOUBLE JO15T STUDS STUD B (5)ROWS IOd NAIL5 a 12"O.C. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE SUBFLOOR (2)ROWS 1/2" (P BOLTS® 12"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE 5U8FLOOR G DBL.0 ENDS TWO-PIECE PLATE SERVE AS FIRESTOPPINO. SOLE PLATE BUILT UP GIRDER Q MAX. 52" D l2)ROWS 1/2" m BOLTS a Ib"O.G. NAILING: SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE ARCHITECT E (2)ROWS I/2" 41 BOLTS® 24"O.C. SIDE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPING. BETWEEN 1/b EACH PIECE, OTHERS STAGGERED WITH A DISTANCE zj 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING F (2)ROWS 5-5/8"TRUSSLOCK SCREWS a 12"O.C. 4 1/4 OF A OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. IRnmmu)Tko SCREWD R EON(1) SIDE OF MEMBER LINE; OGIRDERS ARE TO BE NAILED FROM EACH G (2)ROWS 5-5/8"TPX55LOOK SCREWS a Ib"O.C. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE - SCREWED ON(I) SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN H JOISTS SERVE A5 FIRESTOPPING. �o o m�O6 (2)ROWS 5-5/8"TRU55LOGK SCREWS a 24"O.C. BETWEEN NAILS IN A HORIZONTAL LINE. c JOIST SCREWED ON(1) SIDE OF MEMBER VQ' I MAXIMUM OFFSET (2)Rows 5" rRussLOGK SCREWS a 12" o.G. THREE-PIECE 'I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND �°��o n �Qre J BUILT UP GIRDER MAX. 52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE A5 FIRE5TOPPING. BB'oor NY 91201 MATCHED SIZE OF BLOCKING (2)ROWS 5"TRUSSLOGK 5GREWS a Ib" O.G. 4 T 292 798 2 FIRESTOPPING AND +c PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 3 UNDER NON-LOAD BEARING SCREWED ON BOTH SIDE OF MEMBER BLOCKING OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 8. THE HEADER SERVES AS FIRE-STOPPING. PARTITIONS @ 32" O.G. STUD (2)ROWS 5"TRU55LOGiC SCREWS® 24" O.G. BETWEEN I/b �Q'����Q"��/®��$,��8j�°�'¶,�(� L SCREWED ON BOTH SIDE OF MEMBER 4 I/4 OF A THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE 9. TWO-INCH WOOD BLOCKING OR THE EG2UIVALENT SHALL '�®�QYtl91t�®�PrS�m�llrQ°,B�,Q�� BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO CEILING BRAG I NG FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS 5TRINGER TO SERVE AS FIRESTOPPING. CANTI LEVERED FLOOR L NOTE. 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 4 CONNECTION PATTERN 'B'WHEN 10"OR LARGER p, FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS I/2" FROM ONE 51DE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE METAL LATH OR WIRE FABRIC. SUCH SUBFLOOR SOLE PLATE 2"x4" CONTINUOU5 GABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE ® V O.G. TRUSS BOLTED TO STEEL COLUMNS. THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED J015T (2) lod NAILS TRUSS OR AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL ' G.J. NONCOMBUSTIBLE L NA I L I NO FATTERNS FOR SIDE LOADED BEAMS 60 . FLUSH BEAMS) PLATFORM FRAME CONSTRUCTION SHRINKAGE NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVRACKS OF THE INTERIOR FINISH. PLASTER CEILING SERVE lo) 8d -LOCATIONS REQUIRUNG FIRESTOPPING- AS FIRE5TOPPING. NAILS FIRE- FIRE- WOOD FIRESTOPPING FIRE5TOPPING 5TOPPING STOPPING FIRE- FIRE- e50LE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, sromNs 5TOPPING MULTIPLE-PIECE MEMBERS JOIST 5d COOLER NAILS a 10" O.C. NAILED' BOLTED' 2"x4" BLOCK NAILED TO EA. BRACE F `,� $•i.....�. FIRESTOPP`IN6TWHEN 2 ROWS Ibd 3 ROWS IbdFO�CL= R }§" 2 ROWS J4" 2 ROWS J4" . BLOCKING ICAL W/(4) IOd NAILS COMMON COMMON 24' � BOLTS BOLTS ® 12"O.C.° m 12"O.G.° TA66ERED ® 12"O.G. m b"O.G. COVERING IS APPLIED 20g a. STRAP TO UNDERSIDE OF STUD GYPSUM BOARD TWO ROWS 12"O.G. THREE ROWS 12"O.G. r JOISTS I LOCATION I LOCATION 2 LOCATION 3 DOUBLE PLATE " 5d COOLER NAILS ® IO" O.C. (10) ed NAILS BEAM SELECTION w/ STD. NAILING ° ° ° ° ° ° ° ° LOCATION 4 i NOTE. ENDWALL STUDS AS NOTED IN NOTES '1 & 8 0 0 0 ° JOIST SHALL BE LOCATED DIRECTLY • DENOTES ALT. FOR USE OF DRYWALL SCREWS o 0 0 5111—/ NONCOMBUSTIBLE ALTERNATE FIRESTOPPING LOCATION OVER STUDS, UNLESS TOP PLATE IS 4" a EDGE/12"a FIELD FULLY BLOCKEDSOLE OF ORDER DESIGNED TO CARRY THE LOAD SCREWS #6 - IYq" TYPE W OR 5 I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES SOLE WOOD FIRESTOPPING 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" Two ROWS 24"O.G.STAGGERED TWO ROWS b"O.G. LOCATION 5 LOCATION b FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THIGKNE55 OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. Oo 0° O 0° @OVERLAID ROOF 0° OO 5.STAGGER EACH ROW OF FASTENERS BY 12". O 2"SPACE NOT ATTACHMENT VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. s' TO BE FILLED \ NONCOMBUSTIBLE FIRE5TOPFIN5 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPING APPROX.I INCH THICK BOTH 51DE OF THE MEMBER. � i b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION '1 5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAM5: STRAPPING W/ 1.2 ROWS OF Ibd COMMON NAILS(12"0.0)FOR DEPTHS 12"OR LESS FIRE570PPIN6 4 Sd NAILS LOCATION 8 LOCATION q ® EA. END ® R.R. 8.5 ROW5 OF 16d COMMON NAILS 02"0.0)FOR DEPTHS OF I4",16" 4 18"• LOCATION 10 FULL NID7H 2" BLOCKING Z 0 Lu 1- ,ONSTRUOTION DETAILS NIND LOAD PATH OONNEGTION DETAILS TOP PLATE DRILL 2"cP INTO ROOF INTERSECTION DETAIL DECK FOR STRAPPING INSTL. NOT TO SCALE EXIST. OR NEW NEW R.R. SET w/ R.R. BELOW ISSUE DATE UPPER TOP PLATE LAPS 4 loci N0. DATE DESCRIPTION CONTINUOUS LOWER TOE NAILS NOTED CONT. BLOCKING TOP PLATE SPIKED TO R.R.'s 1 03.22.22 ISSUE FOR DOB RUNG ALIGN NEW 4 EX. R.R. AS SHOWN iGING STUDS PLAN VIEW ROOF, R.R.SIMILAR SHED' WaaD JaIS WOOD J0I CRIPPLE STUD BLOGi<I NG JOIST HANOE HEADER GENERAL REGUIREMENTS FOR GENERAL REQUIREMENTS FOR INSTALLATION OF GLINGHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADS WOOD GIRDER JACK STUDS w MAIN MEMBER WOOD JOIST REVISION HISTORY: o NO. DATE DESCRIPTION N m JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF MEMBERS '--DIAM.x 5 APPROX. 50° w/THE MAIN MEMBER 4 STARTED APPROX. )s THE LENGTH OF THE NAIL FROM THE MEMBER END, I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, 5TRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s A A a0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL RAFTER 5. TO AVOID SPLITTING, No MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT BOTTOM PLAT IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE DRAWING STATUS "-"HIM. CHASE SECURING STD. SIDE WALL DOB ID NUMBER: WALL STUD NOTE: (SIM. a CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/ STUDS TO ATTIC FLOOR 4 BLK'G To R/L SIDES w/ STRAPPING TO R/L SIDES) W j�j TOP PLATE a O N Y `�I NL/ RESISTANT CONSTRU�TI ON �ONNE�TORS CHI'M. CHASE WALL z Q v �/�� � �� � CONNECTION LOCATION: PART NUMBER: NOTES: o ° Q RIDGE-TO-RAFTERS C520 © 21" APPLY TO EACH PAIR OF RAFTERS a z ® RAFTER-TO-WALL HI APPLY TO EACH RAFTER TITLE 'L CL CL T z FRAMING GRAPHICS, ROOF ° Q RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER BEAM CONNECTION PATTERNS REO'D BLOCKING 0Q a PLATE-TO-WALL STUD 6520 © 0" APPLY TO EACH WALL STUD & FIREBLOCKING DETAILS TO ALIGN W STRAPPING Q w © EA. LEVEL ABOVE Q THE FIRST FIL z w K 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 6520 56" APPLY TO EACH WALL STUD SEAL & SIGNAT DATE: 0HEADER-TO-JAGX STUD 0520 @ 12" PROJECT NO.: FLoaR/GLC. APPLY TO EACH JAGi< STUD - CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD DRAWING BY: SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END CHK BY: WRAP UNDER DOUBLE SILL PLATE , �, x G. No.: ,n,....�;,;;;A; IST. FLOOR-UNDER-SILL PLATE G520 (USE WITH 5" SQUARE WASHERS) ` 4' ` R. SIDE VIEV� PLAN VIEA T o7 Q G-004.00 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. CAD FILE NO. PAGE 4OF12 PROJECT GENERAL DEMOLITION AND REMOVAL NOTES INDIAN NECK FARMS FARMHOUSE RENOVATION ADDRESS 1. ALL CONDITIONS ARE TO BE VERIFIED IN THE FIELD.THE CONTRACTOR 3375 INDIAN NECK W PECONIC, NY 11958 SHAL NOTIFY THE ARCHITECT OF DISCREPANCIES FROM THE CONTRACT DOCUMENTS AND AWAIT INSTRUCTION FROM THE ARCHITECTS. 2. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR EXISTING STRUCTURES AS REQUIRED BY DEMOLITION WORK. CONTRACTOR SHALL IMMEDIATELY REPORT ANY STRUCTURAL DEFECTS OR DEVIATIONS FROM ARCHITECT THE CONTRACT DOCUMENTS TO THE ARCHITECT. 3. THE CONTRACT SHALL INCLUDE THE DEMOLITION AND LEGAL REMOVAL OF EXISTING WALLS, PARTITIONS,AREAS OF FLOOR, FURNISHING, U �/ uuuVVV MECHANICAL SYSTEMS, LIGHTING FIXTURES,AS NOTED AND AS SHOWN DOTTED IN DASHED LINES ON THE DEMOLITION OF PLANS. 82 John Street 4. REVIEW DEMOLITION WORK DURING WALK THROUGH WITH ARCHITECT B ' NY 11201 AND OWNER PRIOR TO COMENCING WORK. T 292 79S 2685 �nfo@formworks-arch.com ff�o°�ruw®���mffi�h.a�mru 5. DO NOT DAMAGE BUILDING ELEMENTS AND IMPROVEMENTS INDCATED info@®�mwork o�� TO REMAIN. 6. CONTRACTOR MUST ABIDE AND FOLLOW ALL RULES AND REGULATIONS EXISTING FROM ALL GOVERNING AGENCIES MAINTAINING JURISTICTION FOR THIS PATIO 9 PROJECT INCLUDING NYC DOB, FIRE DEMARTMENT,OSHA ETC. 7. CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATE OF INSURANCE WITH THE DEPARTMENT OF BUILDINGS, PAY ALL FEES, OBTAIN ALL "77".",' PRMITS AND PROVIDE ANY AND ALL BONDS REQUIRED BY ANY CITY AGENCY IN ORDER TO DO THE WORK HEREIN DESCRIBED. --- — — —NDN 8. CONTRACTOR TO PROVIDE AND COORDINATE ALL DEMOLITION AS hi I REQUIRED FOR ALL TRADES. —� VIII EXISTING ii i it g 9. THE SITE MUST BE LEFT SECURED AND CLEAN ON A DAILY BASIS MUDROOM VII VIII i 10. PROTECT EXISTING STRUCTURE TO REMAIN FROM POTENTIAL DAMAGE 9 VIII UP EXISTING I EXISTING CLOSET PANTRY 11. PROVIDE OWNER WITH SCHEDULES REQUIRED TO COMPLETE ALL DEMOLITION WORK NOTED. 12. EXISTING STRUCTURAL WALLS, COLUMNS AND BEAMS TO REMAIN. I REMOVE ANY ENCLOSURE OR CEILING AND LEAVE EXPOSED. REF I W L / \ 13. REMOVE EXISTING BATHROOM PLUBMING FIXTURES AND PIPES TO / \ ROUGHM CAP SERVICES EXISTING ROOF VII r-- O O EXISTING KITCHEN III IIII N (IIII 9 � IIII �III� III g IIII (IIII W 17'-0" ,L 71-011 L D ISSUE DATE __ PROJECT INDIAN NECK FARMS FARMHOUSE RENOVATION ADDRESS 3375 INDIAN NECK LN PECONIC, NY 11958 ARCHITECT 82 John Stmet BIrook yn, DIY 11201 T 292 796 2 lnlb@fbrmworke-arch.com form orks-ar h.aomN 3 A-20 17'-0" w-s --- — — — DN _.i EXISTING O MUDROOM °D UP W- CONSTRUCTION NOTES 8 EXISTING EXISTING CLOSET 1. CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS,SITE, PANTRY DELIVERY ACCESS,&ADJACENT PROPERTIES PRIOR TO BIDDING. O 2. ALL DIMENSIONS SHOWN ON PLANS REQUIRE FIELD VERIFICATION PRIOR TO CONSTRUCTION.CONTRACTOR SHALL IMMEDIATELY REPORT ANY STRUCTURAL DEFECTS OR DEVIATIONS FROM REF THE CONTRACT DOCUMENTS TO THE ARCHITECT. / 3. COORDINATION OF DRAWINGS/FIELD CONDITIONS SHALL BE VETTED AND VERIFIED,IN TERMS OF ESTABLISHING CLEAR INSIDE WIDTH DIMENSIONS AND EXISTING OPENINGS. EXISTING ROOF / \ O O 4. IF ANY UNCOVERED PORTIONS OF THE BUILDING ARE DEEMED UNSAFE OR IN DIRECT CONFLICT O / WITH DRAWING INFORMATION,CONTRACTOR TO SEEK DIRECTION PRIOR TO ADVANCING CONSTRUCTION. KITCHEN N 5. FLOORS ARE TO BE PREPARED FOR FINISH SURFACE/INFILL AND SHALL ASSURE LEVEL AND 105 r CONSISTENT SUBSTRATE OR FINISH. 1 1 A-301 A-301 W-7 6. ASSURE FULL MECHANICAL COORDINATION WITH EXISTING CONDITIONS&ARCHITECTURAL DRAWINGS. W 7. ALL GWB WALL TO BE PAINTED WHITE U.O.N. 12'-10" 8'-0" 5'-10" NEW(2) 1 3/4"X 117/8" LVL 8. THE SITE MUST BE LEFT SECURED AND CLEAN ON A DAILY BASIS. W_5 W_s FLUSH HEADER D 9. SMOKE DETECTORS TO BE LOCATED ONE ON EACH FLOOR,ONE IN EACH SLEEPING ROOM& ISSUE DATE „n — — — — — — — — — ONE OUTSIDE EACH SLEEPING AREA DETECTORS ARE TO BE HARDWIRED TO BUILDINGW BATTERY BACKUP&SHALL ALL ACTIVE SIMULTANEOUSLY UPON DETECTED.SMOKE NO. DATE DESCRIPTION w_12 DETECTORS NOTED'W/CO'TO BE COMBINATION SMOKE&CARBON MONOXIDE DETECTORS. 1 03.22.22 ISSUE FOR DOB FILING SMOKE DETECTORS LOCATIONS ARE INDICATED ON PLAN AS SO. 2 08.01.22 REISSUE FOR DOB FILING O =a " 10. HVAC,PLUMBING&ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR DESIGNING SYSTEMS IN BDRM#4 2046 ACCORDANCE WITH ALL APPLICABLE CODES. 202 16'-0" - STRUCTURAL NOTES / 204A BA204#3 W_22 w EXISTIN W-13 W-21 3'-0" 1'-6" 11'-6" - o o BATH# 1. ALL INTERIOR WALLS ARE 31/2"UNLESS NOTED OTHERWISE. Cn 104 O 2. ALL STRUCTURAL LUMBER TO BE MINIMUM GRADE#2 S-P-F. / o BEDROOM#2 x LIVING/DINING Zh o _ T 101 "' I 103 T 3. SECURE BEAMS&HEADERS TO COLUMNS W/GALVANIZED HANGERS OR BRACKETS EQUAL TO 0 202A a 5 - 2 SIMPSON.REFER TO MANUFACTURER FOR CONFIGURATION&ALLOWABLE LOADS. A-201 REVISION HISTORY 4. STRUCTURAL MEMBERS TO SUPPORT ROOF STRUCTURE ARE SPECIFIED BY TRUSS NO. DATE DESCRIPTION V30 MANUFACTURER. 9 01 � � o W 4 LO 2-0 1 -6 1 -6 2 Cn CODE REQUIRED FLASHING: 1. DRIP FLASHING IS REQUIRED AT ALL WINDOW&DOOR HEADS. DN I BATH#2 W 23 .., w 201 B 203 2. DRIP FLASHING IS REQUIRED AT ALL HORIZONTAL TRIM PROJECTIONS(I.E.HORIZONTAL BAND nC (; w �� BOARDS,LEDGER BOARDS,FASCIA BOARDS,ETC.) EXISTING ROOF 3'-0" �f U 3. CONTINUOUS OR STEP FLASHING REQUIRED AT ALL ROOF/WALL INTERSECTIONS. -/ 201A f 201C " a 4 HEADER SCHEDULE: HALLWAY - BDRM#3 \ ` w A-201 FOR DORS&WINDOWS IN BEARING WALLS: ROUGH OPENING: LINTEL: 201 W 24 BEDROOM#1 DEN 5-0 OR LESS (3)2X8'S = M 100 102 5--0"TO 9'-0" (3)2X10'S OVER 9'-0"REFER TO FLOOR PLAN PROVIDE DOUBLE JACK STUDS AT ALL OPENINGS 4'-0&LARGER. DRAWING STATUS T r � 1 W-14 W-20 I LEGEND DOB ID NUMBER: Fn �. u \\ d' I sy 7771 EXISTING WALL CONSTRUCTION 100A N B < • r• 777 =111 P&. 5P W 19 W 18 W 2 W 1 W-17 W-16 W-15 NEW WALL CONSTRUCTION 10'-4" 10'-6" 14'-9" 6'-42' 14'-5" EXISTING COVERED ORCH 1 EXISTING DOOR A-201 O NEW DOOR TITLEGROUND & SECOND FLOOR CONSTRUCTION PLANS SEAL & SIG DATE: 06/05/2021 E�HD ARc'Sr PROJECT NO.: � 0 DRAWING BY: HG HK BY: JB 2 CONSTRUCTION PLAN SECOND FLOOR CONSTRUCTION PLAN - GROUND FLOOR ` N 1/4"=1'-0" N 1/4"=1'-0" 3°N OA-101 .00 IEN y CAD FILE NO. PAGE 3 OF 6 FOUNDATION NOTES PROJECT INDIAN NECK FARMS 1. CONCRETE TO BE 3,000 PSI MINIMUM STRENGTH AT FARMHOUSE RENOVATION 28 DAYS. ADDRESS 2. FOOTING CALCULATIONS BASED ON 2,000 PSF 3375 INDIAN NECK LN MINIMUM SOIL BEARING CAPACITY. PECONIC, NY 11958 3. BOTTOM OF FOOTING TO BE 36"MIN.BELOW GRADE, CONTRACTOR TO VERIFY AND RE-GRADE AS NEEDED. 4. ALL FOOTINGS PLACED ON UNDISTURBED SOIL WITHOUT ORGANIC MATERIALS,FILL SAND ARCHITECT COMPACTED TO 95%OF MAX.DENSITY. 5. CONTRACTOR TO VERIFY DIMENSIONS AND EXISTING CONDITIONS.SHORE UP AND REPAIR EXISTING FOUNDATION AS NEEDED. 6. CRAWL SPACE TO HAVE MECHANICAL VENTILATION PROVIDED AT A RATE OF 1 CU.FT.PER MINUTE FOR 82 John Street EACH 50 SQ.FT.OR(12.5 CFM)OR VENTILATION Brooklyn, DIY 11201 OPENINGS EQUAL TO 1 SQ.FT.PER 1,500 SQ.FT.OF UNDER FLOOR AREA(0.41 SOST.) T 212 798 2685 lnlb@ formworks-arch.c*m 7. PROVIDE 18"Wx24"H CRAWL SPACE ACCESS PANEL, formworks-81rch.com LOCATE IN FIELD.VERIFY LOCATION WITH OWNER. REPLACE HIP WITH GABLE TO MATCH EXISTING SLOPE _14111 IrI117"I 777-7 .;. F-------------------------------------------I I I I I I I I I I I I I I I I I I I I EXISTING EXISTINGii I I EXISTING FIELD STONE i FOUNDATION WALL,TYP. I I I �• I I I EXISTING FLOOR FRAMING I I I I I I I EXISTING BASEMENT I NEW STANDING SEAM ZINC ROOF ON EXISTING ROOF,TYP. I I UP I I I I I 1 I I I i I I I I I I I j 1 I 1 I I I I I I I I EXIST I :>�s, I _ I ISSUE DATE ----J ----J ;' I 7 _7 J77 1"7771 -L i---- � ---------------------- -----J N0. DATE DESCRIPTION NEW FOOTING ---------------------- y. REO'.11RED FOR POST,TYP. I I ". I I I 1 03.22.22 ISSUE FOR DOB DUNG I NEW WOOD SHINGLE ROOF r--- --------------- — — -------- --I I I i I I I EXISTING ROOF,TYP, I I I I I I I I I I I Lu w I I I I I x I I I EXISTING CONCRETE I �'i I I I FOOTING,TYP. I I z I I REVISION HISTORY: -- --� - -- � NEW WOOD SHINGLE ROOF j j I I I �- --L MATCH EXISTING SLOPE,TYP. NO. DATE DESCRIP11ON co I 1 x I `'' EXISTING FIELD STONE I I I I I i I FOUNDATION WALL,TYP. Z I ., 1—I I �n j N -------------------------1 11111 it 11 i i i I T -------------- ---------- i I EXISTING CHIMNEY I I I I I I I I I I I I I � U) I I EXISTING CRAWL SPACE I EXISTING CRAWL SPACE I a x x I I I I I I I I I I I if I I I I I i DRAWING STATUS NEW WOOD SHINGLE ROOF I I I EXISTING CONCRETE I I MATCH EXISTING SLOPE,TYP. I I I FOOTING,TYP. I DOB ID NUMBER: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ------- � I I I I EXISTING PORCH TITLE FOUNDATION & ROOF CONSTRUCTION PLANS SEAL & SIGNATURE DATE: PROJECT NO.: DRAWING BY: CHK BY: CONSTRUCTION ROOF PLANCONSTRUCTION BASEMENT PLAN N 2 1/4"=V-0" N 1 11/4"=V-0" I A-102.00 CAD FILE NO. PAGE 7OF12 PROJECT INDIAN NECK FARMS FARMHOUSE RENOVATION ADDRESS 3375 INDIAN NECK LN PECONIC, NY 11958 ARCHITECT 1RDTffflmT1k0 F@@AmBm Poi 82 John Stmef Bmoldyn, NY 11201 T 212 796 2685 Info Ofor mworke- rch.comru f®mmrtlworks-arch.comn EXISTING ATTIC VENT REPAIP,EXISTING WOOD PAINT EXISTING EXISTING CHIMNEY SHINGLE ROOF,AS REQ. EXISTING CHIMNEY WOOD FASCIA NEW VERTICAL WOOD PLANK SIDING \\ W-23 W-22 REPAIR EXISTING REPAIR EXISTING CEDAR SHAKE SIDING, CEDAR SHAKE SIDING, AS REQ. W-24 AS REQ. ISSUE DATE- NO. ATENO. DATE DESCRIPTION 1 03.22.22 ISSUE FOR DOB FlUNG Li 2 08.01.22 REISSUE FOR DOB FlUNG REPAIR EXISTING CEDAR SHAKE E \ \ \ \ SIDING,AS REQ. \\ �� SIDING,EXISTING CEDAR SHAKE W 2 W-1 NEW INSULATED GLASS WINDOWS AS REQ. W 5 W-14 W 13LL Lu W_10 s TO MATCH EXISTING,TYP. W 9 6 cv 1 EXISTING BILCO HATCH TO EXISTING FOUNDATION,TYP. REVISION HISTORY: CELLAR. NO. DATE DESCRIPTION 4 BUILDING ELEVATION - SOUTH BUILDING ELEVATION - EAST 1/4"=1'-0" 3 1/4"=1'-0" 11 L E DRAWING STATUS EXISTING ATTIC VENT EXISTING CHIMNEY EXISTING WOOD EYISTING CHIMNEY FASCIA DOB ID NUMBER: NEW VERTICAL WOOD PLANK SIDING REPAIR EXISTING WOOD W_pp SHINGLE ROOF,AS REQ. REPAIR EXISTING WOOD all 11 SHINGLE ROOF,AS REQ. W 21 E� E E TITLE REPAIR EXISTING CEDAR SHAKE REPAIR EXISTING CEDAR BUILDING ELEVATIONS SIDING,AS REQ. �\ L ILL \ �� SHAKE AS REQ(DING, \\ \ \ \\ NEW INSULATED GLASS WINDOWS TO MATCH EXISTING,TYP. W 2 W 1 W 16 W-15 NEW INSULATED GLASS WINDOWS W-4 VV_3 O TO MATCH EXISTING,TYP. Fn NEW DOOR WITH SIDELITES& SEAL & SIG. DATE: INSULATED GLASS w-1�\\ ��a qC, PROJECT NO.: 11 ITT-11 IIIO��P -� �. �0 DRAWING BY: EXISTING FOUNDATION,TYP. EXISTING FOUNDATION,TYP. WG. 0.: 079 BUILDING ELEVATION - NORTH BUILDING ELEVATION - WEST yo .� 2 1 oFN� A-201 .00 1/4"=l'-O" 1 1/4"=V-0" CAD FILE NO. PAGE 4 OF 6 PROJECT INDIAN NECK FARMS FARMHOUSE RENOVATION ADDRESS 3375 INDIAN NECK W PECONIC, NY 11958 ARCHITECT Fomwoft G° htwwm POOCH 82 John Street Brooklyn, DAY 11201 T 212 796 2 Info C fbrmw®rksmarch.aom fbrmwoft-arch.com i- EXISTING ATTIC TO EXISTING ROOF REMAIN STRUCTURE TO REMAIN REPAIR EXISTING WOOD SHINGLE ROOF,AS REQ. ISSUE DATE NO. DATE DESCRIPTION 1 03.22.22 ISSUE FOR DOB FILING HALLWAY BDRM#4 2 08.01.22 REISSUE FOR DOB FILING 200 202 NEW PARTITION dzt - -- --- ..._ —.__._._...._ _...._... .... ; ;• EXISTING WALL AND ROOF INSULATION NEW RAILING AT HEAD OF STAIR OPENING TO "' MATCH EXISTING REVISION HISTORY: NO. DATE DESCRIPTION EXIST NEWEL AND EXISTING BATHROOM#1 NEW INSULATED WINDOWS ILNG TO REMAIN Boa FOY R 00 ti DRAWING STATUS REPAIR EXISTING CEDAR SHAKE SIDING, AS REQ. DOB ID NUMBER: ]IF EXISTING WOOD FLOORING TO BE REFINISHED,TYP. a a EXISTING INSULATION(R-30 MIN.) a a EXISTING FOUNDATION TITLE BUILDING SECTION a a SEAL & SIGNATURE DATE: vk `.' PROJECT NO.: BUILDING SECTION DRAWING BY: r` C�p�Nf�:'Vf�y CHK BY: ^� DWG. NO.: a07n1 ��`` A-301 .00 - CAD FILE NO. PAGE 5 OF 6 PROJECT INDIAN NECK FARMS FARMHOUSE RENOVATION ADDRESS 3375 INDIAN NECK LN PECONIC, NY 11958 ARCHITECT DOOR SCHEDULE DOOR ROOM/ NOMINAL DOOR DOOR FRAME FRAME JAMB HEAD SILL HARDWARE FIRE REMARKS NUMBER SPACE SIZE MATERIAL TYPE MATERIAL TYPE DETAIL DETAIL DETAIL SET RATING 82 John Street GROUND FLOOR Brooldy o, NY 19201 100A FOYER EXISTING WD WD F1 J1 I H1 S3 TBD - THERMA TRU T 212 798 2685 lnfo@formworks-arch.com U-VALUE: 0.30, SHGC: 0.16 form works-arch.aom 3 NEW EXTERIOR DOOR FENrESTRATI ON REOU I REMENTS COMPONENT PROPOSED DESIGN CODE PRESCRIPTIVE VALUE COMPLIES VALUE CITATION (PER 2020 NY5ECCC) U—VALUE = 0.25MAX. U—VALUE = 0.32 FENESTRATION U—VALUE AIR LEAKAGE = 0.30 CFM/SF * MAX. AIR LEAKAGE = 0.30 GFM/SF YES PER R402.4.3 4 TABLE 8402.1.4 — CLIMATE ZONE 4 *WINDOWS TO BE FLEETWOOD 3000T CASEMENTS/FIXED/AWNING COMPLIANCE STATEMENT: TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. WINDOW SCHEDULE OPENING ID SIZE NOTES ISSUE DATE W-1 2-0"x 4'-0" NEW WINDOW IN EXISTING OPENING NOTE: NO. DATE DESCRIPTION THE PROVISIONS OF CHAPTERS 30, 31 AND 32 OF THE 1 03.22.22 ISSUE FOR DOB FILING W-2 2-0"x 4'-0" NEW WINDOW IN EXISTING OPENING RESIDENTIAL CODE OF THE STATE OF NEW YORK ALONG 2 08.01.22 REISSUE FOR DOB FILING WITH THE PLUMBING CODE OF NEW YORK STATE AND THE W-3 2'-4"x 4'-6" NEW WINDOW IN EXISTING OPENING SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WILL NOTE: GOVERN THE MATERIALS, DESIGN, CONSTRUCTION AND ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE. W-4 24"x 4'-6" NEW WINDOW IN EXISTING OPENING INSTALLATION OF SANITARY DRAINAGE SYSTEMS. ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES/COVERS 3"VENT THROUGH ROOF W-5 24"x 3-0" NEW WINDOW IN EXISTING OPENING — — — — — — . . . . . . - - - - --- — — — — — — — — — ��ROOF W-6 2'4"x 4'-6" NEW WINDOW IN EXISTING OPENING 311 W-7 24"x 4'-6" NEW WINDOW IN EXISTING OPENING NEW BATH #3 NEW BATH #2 3" 3" REVISION HISTORY: W-8 2'-4"x 3'-6" NEW WINDOW IN EXISTING OPENING BAR SINK NO. DATE DESCRIPTION W-9 2'4"x 4'-6" NEW WINDOW IN EXISTING OPENING 2" 2" 2" 3" 3" 2" 2" W-10 2'-4"x 4'-6" NEW WINDOW IN EXISTING OPENING _ _ _ _ r r _ _ --------T1 T `T rT---------1-1 i ► I I f! i ��SECOND LEVEL W-11 (2) 2'-0"x 3'-0" NEW WINDOWS IN EXISTING OPENING — — Li �1� . _ . _ . _ . _ . _ . _ . _ . u 2" W-12 24"x 3'-6" NEW WINDOW IN EXISTING OPENING 2" 2" 3" 3" 2" 2" W-13 (4) 2-0"x 5'-0" NEW WINDOWS IN EXISTING OPENING �291-1 2" 3" 3" W-14 2'4"x 44" NEW WINDOW IN EXISTING OPENING 3" DRAWING STATUS W-15 2'4"x 4'-0" NEW WINDOW IN EXISTING OPENING EXISTING BATH #1 " EXISTING KITCHEN 3 DOB ID NUMBER: W-16 2'-0"x 4'-0" NEW WINDOW IN EXISTING OPENING W-17 1'-0"x 6-10" NEW DOOR SIDELITES 201 211 300 - W-18 2'-0"x V-4" NEW WINDOW IN EXISTING OPENING211 r � --MAIN LEVEL W-19 3'-0"x 1'-4" NEW WINDOW IN EXISTING OPENING Ll ;; 1 1 D.W. ; WASHER — ----1J L-----J 11- --J W-20 2'-0"x 2'-0" NEW WINDOW IN EXISTING OPENING 2" r2" 3" 2 W-21 24"x 4'-6" NEW WINDOW IN EXISTING OPENING ..... 2„ 2" 3' TITLE W-22 2'-4"x 1'-6" NEW WINDOW IN EXISTING OPENING DETAILS, SCHEDULES & W-23 24"x 1'-6" NEW WINDOW IN NEW OPENING 311 EXISTING 4"F.A.VENT ABOVE GRADE PLUMBING RISER DIAGRAM W-24 24"x 4'-6" NEW WINDOW IN NEW OPENING C.O. 4"C.O. " 4" 4�� 4 TO EXISTING SCDHS SEAL & SIGNATk1RE--, DATE: 06/05/2021 APPROVED SEPTIC SYSTEM EXISTING 4"CI HOUSE TRAP • ALL WINDOWS TO BE FLEETWOOD 3000T CASEMENTS/ FIXED/AWNING PROJECT NO.: e r' t.,+ ti. . DRAWING BY: HG CHK BY: JB DWG. NO.: WINDOW SCHEDULE PLUMBING RISER DIAGRAM 2 1 N.T.S. _G F, .,•fd A-401 .00 CAD FILE NO. PAGE 6 OF 6 Q APT A ENT _y' p - 6 z LO V, O .s . . , O O a y §° RENOVATION OF EXISTING RESIDENCE -®® � .® � PROJECT LOCATION &SCOPE ` NEVI FOUNDATION STRUCTURE PROPOSED SITE PLAN & ZONING DATA FIRST FLOOR LONERED FOR H I C HER FIRST FLOOR ; I�a GEILINO HEIGHT. •, r.w :n 2 .01 GENERAL NOTES U � ° F! ENERGY TABLE a STRUCTURAL DESIGN CHARTS l_Ll ze¢is ° - 7 k Qi ,x•' P R O J E C T DATA : HOLDOWN, ANCHOR BOLT, • - STRAPPING, & NAILING DETAILS FASTENING SCHEDULE PROJECT / ZONING DATA v FRAMING GRAPHICS ,I E TAX MAP # 1000-q8-I-1.3 BEAM CONNECTION PATTERNS ZONING DISTRICTFIREBLOCKING DETAILS R-80 ° �- ✓ ..i v. 1 , 14. S LOT AREA �9 ACRE n l L�� T � I � DM- ® � .® � DEMOLITION VJ , s ON PLANS a � T EXISTING EXISTING " HABITABLE GROSS ' e SPACE AREA M 1 Q2 01 DEMOLITION PLANS A < FIRST FLOOR AREA S.F. 1,44q.8 S.F. SECOND FLOOR AREA 447.6 S.F. 474.1 S.F. AREA TOTALS 1,-183.2 S.F. I,a23.Q S.F. 6 O .O CONSTRUCTION PLANS LOCATION Mir PROPOSED PROPOSED w HAB I TABLE GROSS w SPACE AREA p SCALE: NTS - w BASEMENT AREA 0 S.F. O S.F. A- 1 Q2 ,Q 1 CONSTRUCTION PLANS a a FIRST FLOOR AREA 1,213.7 S.F. 1,410.1 S.F. _j 0 SECOND FLOOR AREA 447b S.F. 474.1 S.F. z f= - - - - - Qv AREA rorALs 1741.3 18b4.2 S.F. A-2 Q 1 .O 1 BUILDING ELEVATIONS z o --- - - 0 Ir LAND NOW OR FORMERLY OF w W JOHN PONTINO _ _ N Z Z LAND NOW OR FORMERLY OF S 85•04920" ., TIE LINES ALONG CENTERLINE LOT COVERAGE @�® � ,Q BUILDING SECTIONS _ TOWN OF SOUTHOLD , S 78� ' OF RICHMOND'S CREEK 82.05 T ww 118 62O„ E S 85 50 40 4'30" E S 85.12'00" E DESCRIPTION (FOOTPRINT) �- AREA GOVEROAGE w w 9 ' E N 83.3 J :. oircH- -- -- 152.87' 78.03 69.1fi TOTAL LOT AREA 6411,236 S.F. Z 0: -- - _- - - A-5Q2 ,Q 1 BUILDING SECTIONS z a 3 � MODIFIED GUEST HOUSE 1,450 S.F. F 0.2% O N MARSH 2 0 p- uMir of wooDs '� GUEST HOUSE PORCHES 70 S.F. f O.O% 0 _j � APPROXIMATE EDGE Off' illl �}' WETLANDS AS SHOWN Ofa -- - - c o _�- _ - FILED MAP 1 EXISTING GARAGE 609 S.F. 0.1% -�Q�,Q BUILDING SECTIONS LAND NOW OR FORMERLY OF O N PROPOSED BARN (SEP. FILING) 1808 S.F. 0.5% N N2835 INDIAN NECK LANE, LLC ,1 - 0 p S WOODED 1 TOTAL AREA OF ALL STRUCTURES 3937 S.F. 0.6% 0 ,p 8C1 44.50» E -- - Q � 241.67' N 85*43'10" E 231.86v � - LAND NOW OR FORMERLY OF A-4O I .O I DETAILS, SCHEDULES, & PROJECT: ' LISA OKULA & ROBERT DE FRESE � ZONING REGULATIONS MAIN BUILDING 1 i) -- - - -- - - - - - - --- - - PLUMBING (D/W/V) RISER DIAGRAM Wil ------------------------ i o EXIST. PROPOSED COMPLIES INDIAN NECK FARM i GUEST HOSUE Y) Ig0.0II/ '•� MIN. FRONT YARD 60.0' ( 15.0' 15.0' (EXIST.) -�®� ,® � PLUMBING (SUPPLY) RISER DIAGRAM / ' I GAS RISER DIAGRAM �U p I 011. 1 11, MIN. SIDE YARD 20.0' 190.0' IQO.O' YES . I 20' SIDE YARD 1 W z � f BARN SETBACK N. COMBINED DETAILS-- 3375 INDIAN NECK LN !l 0 SIDE YARDS 45.0' ICIO.O' 190.0' YES 15.0 'i ID (GORENR LOT) A-4Q5,Q 1 DETAILS PECONIC, NY 11958 75' REAR YARD�'1 MIN. REAR YARD 75.0' 1,101.0' 1,101.01 YES 2 STORY SETBACK '. DWELLING ( MAXIMUM HEIGHT 55.0' ± 24' ± 24' YES DRAWING TITLE: (, No. 33-75 LOT I 1,' s LAND NOW OR FORMERLY OF ---- -�� ' FRANK JR. a FLORENCE KULL DETAILS PROJECT LOCATION & SCOPE LJ � '•�, � ENLARGED KITCHEN PLANS SITE PLAN & ZONING DATA 1 GARAGE SOUTHOLD TOWN CODE 280-207 (A)(1) INTERIOR ELEVATIONS 1 - ---- -- ---- --- - --- LOT SIZE /AREA IN ALLOWABLE GRAVEL I EXCESS OF 200,000 649 236.0 S.F. 449 236.0 S.F. 6FA TOTAL 6FA j 1• (cp ALL LOTS IN EXCESS PIS •Q ENLARGED BATH PLANS N i DRIVEwaY �, OF 200,00o S.F. PAGE: z i _ ALLOWABLE S.F. /PLUS 1% INTERIOR ELEVATIONS OF ANY ADDITIONAL LOT 10,100.0 S.F. 4,442.4 S.F. 14,592.4 S.F. 2,039.E S.F. I _---_--- -- AREA --`a' - G-001m0l _ - - - w ...... �j- PROPOSED STRUCTURAL PLANS DATE: 08/08/23 1 OF 20 •N i 60' FRONT YARD - o � SETBACK _ __---- . s1rE LAYOUT NOTES: PROPOSED STRUCTURAL PLANS _ - L5 f 1 I. THIS IS AN ARCHITECT'S SITE PLAN � IS ' • i -- ' O AD SUBJECT TO VERIFICATION BY A LICENSED � t, / C K R T.::o..: SURVEYOR. THE INFORMATION , r r, ,,.➢ REPRESENTED ON THIS SITE PLAN IS TO THE r(I� O .„ N E ARCHITECT'S BEST OF KNOWLEDGE. 1 % f ` „ ' AN - Q ,® � ELECTRICAL PLANS qvE 4 W tl, OF P' ME JT 78°4 ,00 D 2. FROM A INFORMATION DATED AY 20,12020 .�o�r` T�' . w8 � 'A� EDGE S AND PREPARED BY: '` (j tt'1 BARRETT BONACGI 4 VAN WEELE, PGr� �� Sq O- r" �O. HAUPPAUGE N.Y. 11788 a `;._ `•y �; ;.. F; Ara pq m I" im TELEPHONE: 631) 455 1111 SITE FLAN SCALE: I" = c[O'-O" �___ NOTES � SPEO I f I OATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY ABBRE Y I AT I O NJ 0- IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 575) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EX15TINO FOUNDATION A5 IT - ---- _- -- __ - _ Q OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE - I Q TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE 5HOWN, AND THE AUTHORITY HAVING SUB-GONTRACTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF BD. �OARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION -] INT. INTERIOR W 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR - _ _ Lij GENERAL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIR1�I, VIRGIN, UNDISTURBED SOIL � rp 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT BLDG- [BUILDING K KIPS (1000 LBS) 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (I) 2"xb" APPLICABLE BUILDING DEPARTMENT. (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT.,U.O.N. �BM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS N 15 NEGE55ARY TO MATCH FLOOR HE16HT5 WITH THE EXISTING STRUCTURE. COUNGIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS _ _ _ Q � � 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS B.O. BOTTOM OF MAX. MAXIMUM 1i •C �4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TEGO" OR OTHERWISE NOTED ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING -- � � Q EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, � Q STRUCTURE/SITE SHALL BE FIELD VERIFIED $Y GENERAL CONTRACTOR. BOT. BOTTOM MECH. ��EGHANIGAL PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. _ __ _ 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL -0 �-- 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES B.O.W. BOTTOM OF WALL MIN. MINIMUM - O AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS _ __ RULES SPECIFIED IN 1.1 THROUGH 1.8. UNTIL I TIER OF FRAMING 15 IN PLACE. t` N I 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, G.J. CEILING JOIST 11 NAVD88 NORTH AMERIGAN VERTICAL DATUM OF 1988 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY -- O C Z 4. THE NNOTEOHNER BOO NO U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. COL. COLUMN NYG BG 1 NEW YORK CITY BUILDING CODE � T_ INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED __ •0 -J N 7. ALL BEAMS, GIRDERS,ETC. TO HAVE MIN. OF 3-1/2" SEARING BY THE ORADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED >1 : x U 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. GOUT. CONTINUOUS O.G. ON CENTER p SHALL BE CLARIFIED WITH THE ARGHITEGT/EhdGINEER BEFORE PROCEEDING - C (- WITH THE WORK. 8. MIN. HEADER TO BE (2) 2"xl0" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBE. DOUBLE OGG. OCCUPANCY O Q � 4-+ � GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN AGGORDANCE WITH PAGE 0-005. • Lo - q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN516NIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE � N - 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE PT. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-9q. 10. ALL CONCRETE TO HAVE AN UL-IMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION O UNLESS APPROVED BY THE ARGHITEGT/ENGIN,EER. DAYS OF 4p00 P.5.1.,U.O.N. I Q O 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. POURED CONCRETE n \ ?. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, 5HEATHIN6 I5 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I g0.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. CF 6" FINE GRAVEL OR SAND WITH - W BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EA. EACH l PLYWD. PLYWOOD k APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. -1. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PREGEDENGE 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF G WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM 05055 DX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV. ELEVATION P.T. PRESSURE TREATED 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES, OF PREFABRICATED WOOD I-JOISTS, THIS N WALL TIE PER (3) SQ. FT. EQUIP. EQUIPMENT REQ'D �[REQUIRED CERTIFICATES,GERT. OF OCCUPANCY OR COI,iPLETION AND U.L. APPROVAL DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL � ° _ 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, I II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING �RI RISER (`./l AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) COAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. NEXT. EXTERIOR RM. 1�ROOM �Y1 PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. I I I ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. � ROOF RAFTER 12. THE RESPOARCHINSIBLE OR IS 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 MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES - �J RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED &'-O" AND AT EVERY &'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING,UNLESS APPROVED BY ARCHITECT/ENGINEER. NO FAR FLOOR AREA RATIO STL. STEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.V. FRESH AIR VENT S.Y. SMART VENT • -+- 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORERS, SEE ALSO PAGE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 1-1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY I PF FINISHED FLOOR ��TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ENGINEER. l_ RUBBISH, WASTE MATERIALS,TOOLS, ETC., OLEAN CLASS AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS � ` NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETWEEN 5LAB5 AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS v BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. E 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK LIABILITY INSURANCE. ALL SHALL COMPLY V4ITH STATE AND LOCAL CODES Iq. UNLE55 OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A AND ORDINANCES. I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM C36 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK - - - - Q I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16' SPAN. WALLBOARD, A5TM C37 SPECIFICATION FOR GYPSUM LATH, OR A5TM 07q CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr I�TREAD ((� THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. v J COMPLETION OF PROJECT. MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF - S, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. -� FRAME TYP. TYPICAL ( 1 AS PER P AT AGE 0-00 OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 20. FOR SECOND SOUND STORY ADDITIONS, N NS, IS EXIST. FOOTING R MIN. lb" WIDE 18" -- 1 I VJ I'7. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, DEEP 8 3' O" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. -- AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD GLASS WINDOWS AND DOORS �FTC. FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.& STRUCTURAL PANELS: I. ALL CLASS TO BE INSULATED LOIN-E, UNLESS OTHERWISE SPECIFIED. _ 7; THE WORK PROVIDED THAT ANY SUCH CLAIM; DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER GYP. BD. GYPSUM BOARD I5 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, D15EASE OR DEATH OR TO V.I.F. VERIFY IN FIELD ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE CLEARANCES ARE PROVIDED. H.D. HOLD DOWN W/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (PS 1) CONSTRUCTION AND _ ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (5) 15 CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. ALL SLIDING &LASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED f HDR HEADER 1 WD. 1 WOOD WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, I < CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE C UNLESS OTHERWISE NOTED. ODE HNGR HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOIST PACIFIC 2.OELIAN - MIGROLAM MANUFACTURER'S SPECIFICATIONS. HOR. � HORIZONTAL B. 6EORGIA PACIFIC 2.OE 6-P LAM 1.&.2. ORIENTED-STRAND BOARD (05B), WAFERBOARD ORIENTED-STRAND P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERSOARD USED IN STRUCTURAL IONS SHALL MEET -- -- BUTALL MATERIALS, ASSEMBLIES, AND METHOD , CONSTRUCTION INGLUDIN6 A. TRUSS J015T MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.5. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE N BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ENERGY CONSERVATION CONSTRUCTION CODE. I I T }� I J� }� /�I I I G Iu OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT I N S U L A I I O I�I, $ F E I V E ST R AT I O I�l R E G U I R��E I�l TS J TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR -- _-_ ---- co p APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. f- w AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, II L'3 AUTHORIZATION OF THE ARGHITEGT/ENGINEEF:. AND ANY ADDITIONAL REQUIREMENT5 SET FORTH IN THE MANUFACTURER'S 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL COMPONENT COMPLIES PROPOSED DESIGN CODE PRESCRIPTIVE VALUE $ Z Z '!. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL Q CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. VALUE CITATION (PER 2020 NYSEGGG) Iq. THE CONTRACTOR SHALL BE RESPONSIBLE: FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GODS J v NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. 8. ALL 6LA55 IS TO BE FREE Or SCRATCHES AND IMPERFECTIONS. CLASS w PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE - -- ---- IIX J- - 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. MAX. U-VALUE = 0.32 0 � RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVI510N5 OF AN51/AHA AIg4.l CELLULOSIC FENESTRATION U-VALUE U-VALUE = 0.25 MAX. AIR LEAKAGE = 0.30 GFM/SF YES Q U 20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK q. ALL WINDOWS TO BE ANDER5EN. IF CONTRACTOR 15 TO SUBSTITUTE WITH AIR LEAKAGE = 0.50 GFM/SF w WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED OE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0205 STANDARD SPECIFICATION FOR PER R402.4.3 8 TABLE R402.1.4 - CLIMATE ZONE 4 vi w 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 - _-_- _ --_ _ Z 0 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH R-4q SPRAY FOAM INSULATION OIt 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S THE CHARAGTERI5TIC5 OF THE ANDERSEN WINDOW SPECIFIED. THE I- CL SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.&.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN GHARAGTERISTIGS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, CEILING R-VALUE 7" THICK (R=7/INCH) MIN. R-VALUE = 4cl YES w ui 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. ROUGH OPENING,U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS (BATT INSULATION MAY BE USED PER TABLE R402.1.2 - CLIMATE ZONE 4 U) w 22. PROVIDE FIREBLOGKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I REQUIREMENTS. WHERE ATTIC SPACE ALLOWS) vi 0 THE STUD LENGTH SHALL NOT EXCEED 2595 OF THE ACTUAL DEPTH. BORED (PS- 1), THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL _ Z Q 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE EXTERIOR (2"xb") WOOD 2" FOAM INSULATION W/ R-11 BATT MIN. R-VALUE = 20 (CAVITY) YES 0 C.)UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. FRAME WALL R-VALUE INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. TEMPERED 6LA55. Q �_COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. - - -- -- ___-- - --___ __ -__ __ -- - - _ V 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL J II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDSORNE DEBRIS. MIN R-VALUE = Iq W u, 25. FOR EW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.'1. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE FLOOR R-VALUE R-50 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES ul GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 0-003 d 0-004. THE FASTENING SCHEDULE MISSILE TEST OF ASTM Elggb AND ASTM EI&56 AS MODIFIED BY 2020 NY5 BG ______ Z 2.2.1. E30LT5: BOLTS SHALL COMPLY WITH AN51/ASME B 18.2.1 SQUARE AND SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET ALTERATIONS INVOLVING BUILDING ENVELOPE FV- --� OR CONSTRUCTION;55TD 10-qq AND 2015 56C HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND 5GREW5 (INCH SERIES). THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR ASSEMBLIES SHALL NOT BE REQUIRED TO COMPLY Z a 0 CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, ANSI/DASMA 115. WITH THE REQUIREMENTS FOR NEW GONSTRUGTION, cr w SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LA6 5GREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ p V) FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEG.'s). EXISTING CAVITIES SHALL BE PROVIDED THE ENERGY USE OF THE BUILDING 15 2 ASME Blb.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). EXISTING CAVITY R-VALUE 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH FILLED WITH NEW BAIT INSULATION NOT INCREASED, WHEN EXISTING CEILING, WALL,OR HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. c YES �j � It 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL FLOOR CAVITIES EXPOSED DURING CONSTRUCTION INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES BE PERMITTED AS &LAZING PROTECTION. PANELS SHALL BE PRECUT AND ARE FILLED WITH INSULATION. BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL IIATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE PER R503.1.1, EXCEPTION #2 �i � WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, __ - PREDRILLED AND SECURED WITH TH_ ATTACHMENT HARDWARE PROVIDED AS 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED TREATED WOOD # FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE COMPLIANCE STATEMENT: N DIRECTLY T THE WEATHER , SUBJECT TO SALTNAILSCORROSION IN COASTAL WALL w/STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK &ROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE U51NG CHAPTER 4 [RE]. . o ;AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND CORROSION-RE515TANT AND THE AhIGHOR5 SHALL BE PERMANENTLY INSTALLED ON THE BUILDING. Q ; 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, 0 0 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR GONNEGTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TABLE R30I.-7 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR 1-05TING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENT5 OF THE GOVERNING BUILDING CODE AND ANY CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S PLUMBING ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) b ANCHOR BOLTS, CODE EVALUATION REPORTS. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG SYSTEMS TO NY5 PLUMBING CODE AND NY5 DEC REGULATIONS. GROUND SNOW LOAD 25 L55 RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 w/6" RI5E 4 w/ (2) 5/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5. NAILS: NAILS SHALL COMPLY WITH FASTENERS: F ILS, STANDARD ALLOWABLE I N DIAN NECK FARM LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-005. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. STRUCTURAL MEMBER BASIC WIND SPEED 150 MPH DEFLECTION ON GUEST H OS U E RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION - GYPSUM WALL BOARD SHALL MEET THE REQUIREMENTS OF THE 6OVERNIN6 BUILDING CODE AND AT BASE OF VERTICAL WASTE PIPES. RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. I. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/I80 COMPOUND METHOD. MANUFACTURER'S CODE EVALUATION REPORTS. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PER W/ NO FINISHED CEILING ATTACHED TO RAFTERS 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY SEISMIC DESIGN CATEGORY B 16" WITHIN 4' OF EXTERIOR CORNERS. 2. ALL G C GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLE55 2.2•7, SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 15.6.1 FOOT. INTERIOR WALLS 8 PARTITIONS H/I80 OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE WOOD5GREW5 (INCH SERIES). 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: WEATHERING SEVERE 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 3375 INDIAN NECK LN DEEMED APPLICABLE.HAVING A MIN. BOLT DIAMETER FLOORS 8 PLASTERED CEILINGS L/360 WITH ANCHOR BOLTS - DISH WASHER........................................2" TO THE FOUNDATION OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 5. 5/&", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS - KITCHEN SINK........................................2" FROST LINE DEPTH 3'-O" PECONIC, NY 11958 PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR - LAVATORY...............................................2" BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN GONGRETE/MASONRY (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET - SHOWER/TUB..........................................2" ALL OTHER STRUCTURAL MEMBERS L/240 IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUGIN& MECHANICAL CONNECTIONS: - TOILET........................................................3" TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL - LAUNDRY .................................................2" DRAWING TITLE: AND AT SPAGIN6 NOT EXCEEDING 4' ON CENTER. GONCR= PANELS OF 5/b" THICKE55 MINIMUM. 1. ALL MECHANICAL C.ONNEGTION5 SPECIFIED AS "SIMPSON" MAY BE _ EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. FLOOR DRAIN..........................................3' ICE BARRIER REQUIRED YES GENERAL NOTES 4. FINISH JOINTS, J-BEAD5,NAIL DIMPLES,CORNERS, AND EDGES SHALL BE 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" EXTERIOR WALLS - WIND LOADS ffl/ BRITTLE FINISHES L/240 __ CODES AND REFERENCE STANDARD: TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. ALLOW 24 HOURS 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED THROUGH ROOF. ENERGY TABLE 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. BY "SIMPSON" MANUFACTURER. STATE BUILDING CODE,2020 NEW YORK STATE RESIDENTIAL CODE, 2020 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 8 EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES DRAIN GOOKS AS REO'D. H05E BIBS SHALL BE PROVIDED WITH BAGKFLOW STATE ENERGY CONSERVATION CONSTRUCTION CODE. ALL OPENINGS. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL PROTECTION. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF 6. FASTEN GYPSUM BOARD AS PER FA5TENIN& SCHEDULE ON PACE 0-003. LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON" 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED WOOD FRAMING, AND CONNECTION TO FOUNDATION - 201b WOOD FRAME 4. ALL MECHANICAL GONNEGTIONS SHALL BE HOT DIPPED GALVANIZED WITH BACK FLOW PROTECTION. STRUOTURAL DESIGN LOADS PAGE: CONSTRUCTION MANUAL BY THE AMERIGAN FOREST d PAPER ASSOCIATION (AFsFA) AMERIGAN WOOD COUNCIL (AWG). q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL MECHANICAL, FUEL OAS: 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER HEALTH DEPARTMENT STANDARDS AND REGULATIONS. G-002m0l 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. USE LIVE LOAD DEAD LOADPLUMBING CODE. I. MEGHANIGAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE 10. APPROVAL AND INSPECTION I5 REQUIRED BY LOCAL JURISDICTION PRIOR - - NYS MECHANICAL CODE AND FUEL GAS CODE 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER TO CONGEALMENT OF PLUMBING. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SPECIFICATIONS OF THE PRODUCT BEING INSTALLED EXTERIOR BALCONIES 40 psf 15 psf MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. 2. ALL MECHANICAL SYSTEMS, APPLIANCES, d EQUIPMENT SHALL BE LISTED, 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. LABELED, d INSTALLED IN ACCORDANCE w/ MANUFACTURER'S SPEC.'S d CODE. 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED DECKS 40 psf 15 psf 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC ARCHITECT NOR ANY POTENTIAL DAMAGE THEREOF. DATE: 08/08/23 2 OF 20 CODE, NFPA 70 AND 2020 NEW YORK STATE: ENERGY CONSERVATION 3. ALL FUEL GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS CONSTRUCTION CODE. SHALL BE EQUIPPED w/FLAME 5AFECUARD DEVICE WHICH SHUTS OFF THE FUEL 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT IS EXTINGUISHED. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ELECTRICAL: ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42"9 10 psf 15 psf 4. SUPPLY d RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM SITE WORK COMPLETELY IN51DE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR TO AN R-VALUE OF AT LEAST (NY5 EGG R403.3): ENERGY CONSERVATION CONSTRUCTION CODE. INSULATION ,��,C3��R I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED ROOMS OTHER THAN SLEEPING ROOMS 40 psf IS sf .' �� 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, DUCTS 3"O b GREATER, LOCATED IN ATTIC: R-8 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON p p �`�Y Yr FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. p„t F, , RECEIVE CLARIFICATION FROM ARGHITEGT/EINGINEER PRIOR TO PROCEEDING. DUCTS UNDER 3"�, LOCATED IN ATTIC: R-6 COMPLETION OF WORK. `> al .� FOIL TO BE PLACED TOWARD WARM SIDE. ( C� DUCTS 3"� d GREATER, OTHER PORTION OF BUILDING: R-6 SLEEPING ROOMS 30 psf 15 psf C/ �� �'t�'l i�' �- 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. DUCTS UNDER 3"O, OTHER PORTIONS OF BUILDING: R-4.2 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: Q: A° � . ., �A A STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION ,,.- , .1�t - GENERALLY,VERIFY OR PROVIDE HARD WIRED i WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY STAIRS 40 psf 15 psf "� I s. =;: „( a .* SITE. STOCKPILE ALL EXCAVATED MATERIALS. SMOKE DETECTORS w/BATTERY BACK-UP IN: P , CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE �;• .I �1�i �� I. FOUNDATION WATERPROOFING. 1_i_ ,> �, ;, y 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE A. EACH 5LEEPING ROOM GUARDRAILS AND HANDRAILS 200 sf 15 psf _/ '^I ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE p p ``� _� 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: ✓� [1 ,z �� '` FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. B. OUTSIDE OF EACH SEPARATE SLEEPING ji iO*•" �" - q" R-50 FOR FLAT CEILINGSIATE ; 5. PROTECT TREES WITHIN EIGHT FEET OF THE: BUILDING. - 55" -1 300 FOR VAULTED AND CATHEDRAL CEILINGS THEA IN THE BEDROOMS ((O�ERALLY T1TY OF HE HALLWAY) ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 12 15 psf FOR ATTIC I sf FOR LATH. �'i'_' - 3.5" R-13 FOR 2"x4' WALL CONSTRUCTION P •�::>« - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION C. EVERY LEVEL OF DWELLING - 5.25" R-21 FOR FLOORS _ _(BASMENT,FIRST FLOOR, d SECOND FLOOR, ETCJ ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASGE 7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER 5TRUCTURE5) A I I I ®LSD® DETAILS TYF I �ALa NA I L= I NC��STRAF�I N(5 REOU I REMENTS FOR FASTENING SCHEDULE A Q ALL HARDWARE TO BE INSTALLED AS PER MANU. 5PEC.'s;MANUFACTURER U F L_ I F T, SHEAR/ LATERAL Y `t I N D RE S I J TA N G E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, W AND ROUGH OPENING FRAMING REQUIREMENTS) W **ALL STRAPPING TO BE V4"x 20 OAUOE** -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) J ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE ff-u-SE Od NAILS IF STRAPPI NO 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER ANC 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) Q N HOLDOWN 'A' HOLDOWN 'B' DESCRIPTION FASTENER SPEC. FASTENER 0� j CONNECTION A I La I �� �R D AND QUANTITY SPACING Q 0 FOP, FOUNDATIONST AT RAFTER TO RIDGE \n ROOF $ GE I L I NG FRAM I NC .� � }_ Q �.---- GONNEGTI ON: 1.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd L CV ENDWALL COMMON NAIL w/o PREBORED HOLES. O c Lo Z 'Cr ENDWALL RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER RAFTER T— r- (5) 2x FULL (3) 2x RILL CORNER STUD 2. 2.WOOD 15 ASSUMED TO BE DF,#2 S BTR. IN DRY USE C- 0 N HEIGHT STUD HEIGHT STUD ONNEGTED TO FOR STRAP - 3 6 d COMMON R.R. 2. iv SERVICE x -Y CORNER STUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST O U ONNEGTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL f TRANSFER SHEAR ` N (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL 0 Q m ++ "SIMPSON"AN HDQS FOR ROOF 5LOPE5 UNDER 5:12 WITH J • • • • ' • • • ;S, HOLES,5ET NEW MEMBER. CEILING JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PAGE G-003 EACH LAP Q �!•+ � HOEDOWN ANCHOR® 2-Ibd COMMON 2-I6d COMMON ROOF SPANS OF 24' OR GREATER, • CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) 9-Ibd COMMON EACH LAP C Q .. LOCATIONS NOTED NAILS ® 6" O.G. S • • • 4.No MIXING OF NAIL SIZES OR TYPES ALLOWED -1-� N Q -1-+ NAILS 0 6' O.G. S ON PLANS 10" O.G. IF BLOCKE USE 4 8 d COMMON NAILS ® EA. C O" O.G. IF BLOCKED CORNER POST END OF STRAP. C.J./G.TIES �° • • 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO Q r L O CORNER POST TIGHTLY BOND THE END OF THE NAIL TO A 40° ANGLE,SEE COLLAR TIE TO RAFTER (FAGS-NAIL) SEE PAGE 0-005 PER TIE THE ABOVE ASSUMES A RAFTER GRAPHIC BELOW) "SIMPSON" HDQS l HOEDOWN ANCHOR® 5PAGING OF lb" O.G.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE NOS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-bd COMMON EACH END LOCATIONS NOTED OF 24" O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS S SPIKES S TABLE ON PLANS ° FACTOR OF 1.5. GR 4-I. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END CONNECTION BI B2 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING --E--� ° — HOEDOWN INSTALLATION OPTIONS: CONNECTION: - - -- -- U FOR NEW P. GONG. FOUND.'s FOR STRAP - 3 8 d* COMMON NAILS ® EA. 52 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT /1 �y HOEDOWN CAST IN PLACE w/1/6"� THREADED ROD ° o• • END OF STRAP. . . W s� WHEN IN TOWN OF 15LIP OR NAILING I TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY CURSED FOUND.'s • • -7/6"4) THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY --- I B I • • MAX.NAILING GRID ABOVE UTILIZE • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. • ADHESIVE), d FOR TEMR's O°F-40°F USE "SIMPSON" AT 5IMP50N #H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) VL HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • FOR TOENAILING - 3 6 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD FILL TOP 2 COURSES SOLID S CAST IN PLACE HOEDOWN USE SAME • `./ REQUIREMENTS FOR CONNECTION ' FOR G.J. TO R.R. - 9 I6 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, I� w/-1/8"� THREADED SOD ' 2-I6d COMMON PER FOOT RAISED C.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJo15T, or BLOCKING (FACE-NAIL) APPLICABLE) FOR EA. PLATE TO STUD ABOVE $ OR BELOW _ HOLDOWN 'G' HOLDOWN 'D" 2 16 d COMMON NAILS FOR G.J. TO G.J. - g I6 d COMMON NAILS FLOOR FRAMING FOR NEW S EXIST. FOUNDATIONS � FOR NEWLY POURED CONNECTION GI 4 02 � JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-bd COMMON PER JOIST FOUNDATION ® ONE STORY ONLY (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-95d COMMON EACH END HEIGHT STUD CORNER STUD ,,CONNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-bd C ° AT STUD TO FLOOR ASSEMBLY OMMON EACH END TRANSFER SHEAR "SIMPSON" HDQS (3) 2x FULL • Cj2o TO STUD CONNECTION: BLOCKING TO SILL or HOLDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. S ° TOP PLATE (TOE-NAIL) ON PLANS O.G. IF BLOCKED CORNER POST GI FOR STRAP - 3 8 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST - � " 1 NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST I " -Ibd COMMON ° FOR EA. PLATE TO STUD ABOVE ff OR NAILS ® " O. BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST o _ BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON PER FOOT w J • m ROOF SHEATHING z ° as STRUCTURAL PANELS:SOLID _ INTERIOR ZONE 6d COMMON 6" EDGE / 12" FIELD ` a "SIMPSON" STFD14R, CONNECTION DI 4 D2 BLOCKING PERIMETER EDGE ZONE a 6d COMMON 6" EDGE /6" FIELD HOLDOWN INSTALLATION OPTIONS:_ • OCEA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 6d COMMON 4" O.G. p FOR NEW P. GONG. FOUND.'s UP TO 01" RAKE OVERHANG Q U ui W HOLDOWN CAST IN PLACE THREADED ROD AT STUD TO FLOOR ASSEMBLY TO SILL CEILING SHEATHING _O 0 FOR EXIST, P. CONC. OR NEWILY GURRED FOUND.'s PLATES CONNECTION: IDZ ~ -1/5"4> THREADED ROD (FIRE-DRILLED) EMBEDDED 12" INTO N uj CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY r? IF/2�" MIN• GYPSUM WALLBOARD 5d COOLERS -1, EDGE / 10" FIELD ADHESIVE), S FOR TEMP.'S O°F-40°F USE "SIMPSON" AT CORNER ° ° FOR STRAP - 3 8 d* COMMON NAILS ® EA. - _ Z Q (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR . p = END OF STRAP (WRAP STRAP UNDER SILL PL.) I I WALL SHEATHING a FOR EXIST. /NEW G.M.U. (GONG. BLOCK) SPECIFIED D I o TYP. FOUND. NOTE FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - L) b" EDGE / 12 FIELD -W FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN ° ° W w/-U6"0 THREADED ROD 2 16 d COMMON NAILS I STRUCTURAL PANELS Bd COMMON w U. z 0 ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD / FLOOR CONNECTION W/ # LPT4 SIMP5ON (OR .5TRAP w/0) 5d COOLERS '7" EDGE 10" FIELD 51.2 Sd NAILS m EA.END Z d p NA I L. I NCB/5TRAFF I NO W I NDO1�N/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES OF EA.STRAP TO R � 0 � EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) 2 o -> ALTERNATE USE 51MPWN H23A) — 0 uu- IX NOTATION: STRUCTURAL PANELS: A - NUMBER OF Bd NAILS ® EA. END OF STRAPPING (2016 WFGM,TABLE 3.7I,P. 1841) CONNECTION E �---' I" or LE55: 6d COMMON 6" EDGE / 12 FIIELD B - NUMBER OF SILL 5TUD5-ON FLAT(DOES NOT APPLY TO DOORS) (2016 WFGM,TABLE 5.2513,P. 91) GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2015 WFGM,TABLE 5.230,P. 24 N ALTERNATE AS PER TABLE 3.23D,P. 2-15) D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE I - NAILING REQUIREMENTS ARE BASED ON ALL SHEATHING NAILED " O.G. AT THE PANEL EDGIE.W b 0 A —D (2015 WFGM,TABLE 5.1, P. 169) AT STUD TO FLOOR A55EMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 5.22F,P. 286) " PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER p O -C F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. IDE ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.8,P. 191) a a as ° ° SLAB ON GRADE APPLICATION: 2 ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: ° a - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FOR STRAP - 3 8 d* COMMON NAILS ® EA. g NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. END OF STRAP (WRAP STRAP UNDER SILL 0 - FOR ROOF SHEATHING WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 ON EACH FASTENING SCHEDULE B a° a a e g a 51DEE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE INDIAN NECK FARM -F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ° ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 201&EDITION) 2 16 d COMMON NAILS GUEST H OS U E A NOTATION SIONAGE FOR TRUSS TYPE, PRE-ENGINEERED ROUGH '� B G D E F WOOD, AND/OR TIMBER CONSTRUCTION OPNG 3375 INDIAN NECK LN THE FOLLOWING 51GNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 2'-0" 2 1 1 1 1 1 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" 4 1 2 2 2 2 � I I I I/_ ® T® �� T GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE 1� 1 Vim/ AUTHORITY HAVING JURISDICTION: - PROVIDE (2) 2"AO" HOR (MIN.) U.O.N. b'-o" 5 1 3 3 5 3 BRACING/STRAFFING DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) - FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE - BLOCKING 2 LE55 PROVIDE � , 7 2 3 4 4 4 }— SPLICE —} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOGKIN6® 12"O.G. CONSTRUCTION TYPE DESIGNATION SHALL LENGTH I 4'-0" O.G. TO AGHEIVE RAKE O.H. BE "►", "11", "111", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES B80 - FOR WIND - EXPOSURES B80 - ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF BUILDING MINIMUM 5PLICE',2,1'4 BUILDING MINIMUM SPLICE"a" THE NYS BC. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP.STRAP w/(3) PAGE: — 5d NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-0" 2'-0"/2'-6" 12'-O" 3'-O" OF EA.STRAP X 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, /� G /� 16'-0" 3'-0"/3'-q" Ib'-o° 4'-0" ATTIC - PRE-ENGINEERED WOOD, OR TIMBER 003m0l ANC# ®R BOL°T Jl� I I CTI ®NS H CONSTRUCTION AS FOLLOWS: - "F" = FLOOR FRAMING, INCLUDING BLOCKING 2 B 20'-0" 4'-o"/s'-o" 20'-01, 5'-0" GIRDERS BEAMS SPECIFICATION (2015 WFGM TABLES 3.2A 8 3.2B, P. I57-160) BACK® 4'-0° O.C. - "R" = ROOF FRAMING CORNER 24'-O" 4'-O75'-O" 24'-O" b'-O' CONDITION sa" FOR ALL STRUCTURES: - "FR" = FLOOR 4 ROOF FRAMING DATE: 08/08/23 3 OF 20 7. %,"4P ANCHOR BOLTS a 3Q" O.G. 26'-0" 5'-O"/b'-3" 26,-0" 'i'-O" J 52'-0" b'-O"/7'-6" 32-O 6'-O" iv SECOND FLOOR 36'-0" 1'-O"/6'-a" 36-O" NOTES: I.TABULATED SPLICE LEN6TH5 ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE 1. MIN. 1" EMBEDMENT INTO CONCRETE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0' 6'-O°/IO'-O' ��D��� 4o'-O" II-O GKIN6 2 BAYS BLO � PROVIDE AN EQUIVALENT NUMBER of NAILS END w/ 5" SQUARE WASHERS AND END NUT SETUP; BACK® 4'-0" O.C. 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50.-O" 10'-O"/12'-b" 50'-O" 13'-O" r . CONDITION IN EXPOSURE B STROKE TYP. STRAP w/(5) w TOP TWO COURSES SOLID bd NAILS EA. END �, tr T 5.TABULATED SPLICE LENOTH5 ARE BASED ON&FOOT WALL 60'-0" 12'-0"/15'-0" 60'-0" 16'-0" OF EA.STRAP Q 'I'«' -Y •`'' (� . ANCHORS NOTED HEREIN ARE NOT TO E USED 2 OR REPLACED BY HOLD DOW 5 FOR H EARWAL SR FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE '70-0" 14-0" 70-O' p HEI6HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT ti LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR ' PLAN DIAGRAM OF ZONE -.----- �- — NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR � 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 8 12° (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 1, 03� ,'n yd� FROM ENDS AND CORNERS (TWO ® CORNERS) W WALL- 1125 60-O I6-O" 60-O 22-0" REFLECTIVE REFLECTIVE IO'WALL- 12s O F N (SEE DIAGRAM TO LEFT) BLOCKING 2 BAYS WHITE n'WALL- 1.515 RED PANTONE THIS COLUMN w/MULTIPLIER BACK ® 4'-O" O.G. 4. COORDINATE W HOLDOWN LOCATIONS 12 WALL- 1.5 FOR 10'-0"WALL #187 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UF C IR )ERS, 3 OR MORE SUFFORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REO'D FOR FRAMER TO HAVE A F I REBLOGK I NO FOR FLATFORM I�IOOD SRAM I N� Q WORKING Il-EDOE OF THE AMERICAN WOOD COUNCIL [AWE] DETAIL BOOK CONNECTION PATTERN SCHEDULE (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) Q AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) -- BET'WEEN 1/6 ASSEMBLY REQUIREMENTS: CONNECTION E 1/4 OF A WHEN 5IRDER5 MADE UP OF JOISTS NAILED w DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER W BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES J 0 NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS 10d NAILS o 12'O.G. MAX.32" P, LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. w P7 THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST LN STUD SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. STUDS B (3)ROWS IOd NAILS a 12^o.c. P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE 0 0 SUBFLOOR (2)ROWS I/2'm BOLTS O 12"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE 0 SUBFLOOR \ G DBL.o ENDS TWO-PIEC PLATE SERVE AS FIRESTOPPIN6. E i � O SOLE PLATE BUILT UP 61PDER P MAX.52" SOLE PLATE D (2)Rows 1/2• m BOLTS• 16"O.G. NAILING: _ TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE E (2)ROWS 1/2" m BOLTS a 24"O.G. 51DE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES A5 FIRESTOPPING. L N BETWEEN I/6 EACH PIECE, OTHERS STAGGERED WITH ADISTANCE rj 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING •c Z F (2)ROWS 5-5/8"TRU55LOGK SCREWS• 12"0.0. 4 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-SUSTIBLE FILL. 0 "CV SCREWED ON(1)SIDE OF MEMBER - LINE; OR GIRDER., ARE TO BE NAILED FROM EACH - I �+ � X _1LU G (2)ROWS 3-3/8"TRUSSLOGK SCREWS• Ib"o.G. P SIDE W/ IOd NAILS, TWO NEAR EACH END OF EACH I -- 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE 0 O 0 SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED W/ A DISTANCE OF 52" (2)ROWS 3-3/b"TRllSSLOGK SCREWS• 24"O.G. �.- AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN � � m � � JOISTS SERVE AS FIRESTOPPING. JOIST H 50PZHM ON(1)SIDE OF MEMBER P BETWEEN NAILS IN A HORIZONTAL LINE. _ _c 0 In — — THREE-PIECE -T. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N O MAXIMUM OFFSET I (2)ROWS 5•TRUSSLOGK SCREWS 0 12"O.G. BUILT UP GIRDER MAX.52" THREE-PIECE 61RDER5 ARE TO BE NAILED w/ 20d = - C O 0 JOIST DEPTH, cl SCREWED oN BOTH 51ME OF MEMBER P 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q O -- - _ -----_ _ - NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING. MATCHED 5IZE OF BLOCKING (2)ROWS 5"TRU55LOCK SCREWS 0 16"O.G. 4 n 1 UNDER NON-LOAD BEARIN FIRESTOPPING AND K 150REwED ON BOTH 51DE OF MEMBER 1 PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 3 W PARTITIONS 0 52" O.G. BLOCKING STUD --- -- OTHERS 5TA66EF�ED W/ A DISTANCE OF NOT MORE 8. THE HEADER SERVES AS FIRE-STOPPING. L (2)ROWS 5"TRllSSLOGK SCREWS m 24"O.G. BETWEEN I/b DOUBLE PLATE SCREWED ON BOTH 51PE OF MEMBER 4 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. - - 4. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS ARE TO BE A55EMLED AS STRINGER TO SERVE A5 FIRESTOPPING. , O - BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO CANTILEVERED FLOOR GE I L I NG BRAG I NG 1.NOTE:BEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON >„ SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN 6'OR SMALLER FOR THE THREE-PECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR � J 4 CONNECTION PATTERN'B'WHEN 10"OR LARGER p FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH T — STUD 2.WHEN SCREWING 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 61RDER P GIRDERS ARE TO BE SECURELY ANCHORED TO \� % 1 HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH U SUBFLOOR /SOLE PLATE 2"x4"CONTINUOUS (SABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE o 6'D.G. TRUSS BOLTED TO STEEL COLUMNS. THE VERTICAL OPENING IS SEALED BY PLASTER ON THE GEILIN6 n 1 m BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPING SHALL BE `(,) l 1 1 LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED JOIST 2 lOd NAILS TRU AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON 10) 8d A I L I i `�S F A iI ERNS FOR SIDE LOADED BEAMS (I c , FLUSH B E A I " I S> -LOCATIONS REQUIRUNO FIRESTOPPING- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE I�l • AS FIRESTOPPING. NAILS FIRE- FIRE_ WOOD FIRESTOPPING FIRESTOPPING STOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR 51DE-LOADED, STOPPING sroPPIN6 V MULTIPLE-PIECE MEMBERS JOIST • Sd COOLER NAILS 4D 10"O.C. NAILED' BOLTED' 2"x4"BLOCK NAILED TO EA.BRACE 2 ROWS Ibd S ROWS Ibd 2 RaKsK' 2 ROWS)4' 2 ROW514' N, VERTICAL LOCKING FIREsroPP1N6 wr+EN w/(4) IOd NAILS COMMON COMMON BOLTS a 24' BOLTS BOLTS // O 12.O.G.° a 12'O.G. OG.ST�� a 12.O.G. O 6"O.G. COVERIN5 15 APPLIED \1 STUD GYPSUM BOA 20 CAA.STRAP -- —— TWO ROWS 12"O.G. THP.EE ROWS 12"O.G. JOISTS TO UNDERSIDE OF e — (10)6d NAIL BEAM SELECTION w/ STD. NAILING LOCATION I LOCATION .2 LOCATION 3 LOCATION 4 DOUBLE PLATE • Sd COOLER NAILS o 10" O.G. ° ° ° ° JOIST SHALL BE LOCATED DIRECTLY NOTE: ENDWALL 5 AS NOTED IN NOTES '7 8 8 ° " ° ° ° ° ° 5 ALTERNATE VJ NONcoMTOPPINE DENOTES ALT.FOR USE OF DRYWALL SCREWS FlRESroPPIN6 VER STUDS, UNLESS TOP PLATE IS 4"o EDGE/12"o FIELD FULLY BLOCKED I TOP AND BOTTOM ROW5 SHOULD BE 2"FROM EDGES SOLE WOOD FIRESTOPPIN6 OF GIRDER DESIGNED TO CARRY THE LOAD SCREWS#6- LV4"TYPE W OR 5 FIRESTOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER As THE BOLT AND SHOULD BE LOCATED 2" Two Rows 24^o.c.STAGGERED TYYJ Rows 6•O.C. LOCATION 5 LOCATION b FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL 'III INTERIOR STUD DETAIL THICKNESS OF THE MEMBER. USE UNDER HEAD AND NUT. o o OVERLAID ROOF s.STA66ETL EACH ROW OF FASTENERS BY 12'. n n 2'SPACE NOT ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED \ © NONCOMiBUSTIBLE FIRESTOPPIN6 p,iiili' S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 �\ \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER �\ 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED \FOR 4"O.G.NAIL SPA6I1,16. LOCATION "1 v STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAP WAILS 'I.2 ROWS OF Ibd COMMON NAILS 02-O.GJ FOR DEPTHS 12.OR LESS LOCATION 8 FIRESTOPPINS LOCATION 9 ® EA.END® R.R. b.5 ROWS OF 16d COMMON NAILS(12"O.G)FOR DEPTHS OF 14",16'4 IS". LOCATION 10 W FULL WIDTH J 2"c BLOCKING ZO m 0 F- � W GONSTRU�TI ON DETA I LS � WIND LOAD FATS# �ONNEOTI ON DETA I L=S z z ,u � a TOP PLATE DRILL 2"4) INTO ROOF W W DECK FOR STRAPPING INSTL. -� INTERSECTION DETAIL NOT TO SCALE 0 1- - XIST.OR NEW Z ~ NEW R.R.SET w/ R.R.BELOW Q U UPPER TOP PLATE LAPS `} lod O w NTINUOUS LOVER TOE NAIL NOTED CONT.BLOCKING 0 a.TOP PLATE SPIKED TO R.R.'s ALIGN NEW 4 EX. W W c O R.R.As SHOWN KING STUDS > z Z OS PLAN VIEW NOTE: SIMILAR® 'SHED' WOOD JOIST O WOOD JO I S W W ROOF,R.R. IN LINE CRIPPLE STUD uw w Lv z � BLOCK I NG _ JOIST HANGER HEADER _ GENERAL REQUIREMENTS FOR GENERAL REOU I REMENTS FOR • •—0 W 0- 0 INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER— 0 V) WOOD GIRDER JACK STUDS 0 o X IN MEMBER � WOOD JOIST � � � v-4 --- M N LU 90• 300 ~ \ -1 Q JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION \ I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: "DIAM.x 5 APPROX. 50° w/THE MAIN MEMBER d STARTED APPROX. Ys THE LENGTH OF THE NAIL FROM THE MEMBER END, I N D I A N NECK FARM I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROl AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A 90° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN GUEST H OS U E MEMBER, FOR THIS APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER O 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD O WALL STUD 0 WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE > BOTTOM PLATE f� IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. 3375 INDIAN NECK LN BATHTUB _ SUB FLOOR-- DOUBLE JOIST DOUBLE JOIST -0 TOP PLATE PECONIC, NY 11958 CHIM. CHASE SECURING @ STD. SIDE WALL DRAWING TITLE: WALL STUD O FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. a CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/5TUD5 TO ATTIC FLOOR d BLK'G TO R/L SIDES w/STRAPPING TO R/L SIDES) O PAGE: TOP PLATE 0 0 _jm Q NI ND RESISTANT OONSTRUr_.,TI ON OONNECTORS GHIM. CHASE WALL 43 z Q V CONNECTION LOCATION: PART NUMBER: NOTES: G-004m0l o"Qua v RI DOE-TO-RAFTERS G520 @ 21" APPLY TO EACH PAIR OF RAFTERS u-�Z d 0-zRAFTER-TO-WALL HFx -7 APPLY TO EACH RAFTER DATE: 08/08/23 4 OF 20 ROOF p z RAFTER-TO-PLATE H& or H2.5 APPLY TO EACH RAFTER REQV BLOCKING p TO ALIGN w/STRAPPING Q a PLATE-TO-WALL STUD G520 @ 18" APPLY TO EACH WALL STUD tu ® EA. THE FIF� ° ®z w 15T FL 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or G520 @ 56" APPLY TO EACH WALL STUD ,��FzE®APC,c�� FLOOR/GL6. ® 11 APPLY TO EACH JACK STUD ��� c`�� M °�,�0 HEADER-TO-JACK STUD G520 @ 12 p CRIPPLE STUD-TO-HEADER HS APPLY TO EACH CRIPPLE STUD` I c� SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END _' IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE �.,> �' , ; SIDE VIEW FLAN VIEW (USE WITH 5" SQUARE WASHERS) OF l,�J USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENFED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 5E I ERAL I �50L <E*"-r : Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHTWOOD FRAME (L.G. STL. Lij `9 WHEN APPLICABLE) w EXISTING TO REMAIN NEW WOOD FRAME (L.Ci. NEW FOUNDATION WALL J STL. WHEN APPLICABLI=) �J Q ♦, `N NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL •� WOOD FRAME (L.G. STl_. POST FOR 4" WALLS r� WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL w • O POST FOR b" WALLS), U.O.N. N � NEW 2-HR FIRE RATED +' WOOD FRAME (L.G. STL. 0 •c L() Z �' WHEN APPLICABLE) 0 N A O � I m � co DEMOLITION PLAN NOTES � N � Lo c p � +o .. OI REMOVE EXISTING NON-LOAD BEARING PARTITION nQ p OREMOVE PORTION OF EXI5TIN6 EXTERIOR AND/OR BEARING D WALL;NEW BRAGIN6 AS REQUIRED 3 REMOVE EXISTINC�OR AND JA OEXISTIN6 STAIR TO BE REBUILT,EXISTIN6 BALUSTRADE TO 4 REMAIN AND BE REUSED. M XIS N I N REL TTA f 1 TERfWL O-- ° — EXPOSE STRUCTURAL TRUSS MEMBERS ABOVE r 1 OREMOVE EXISTIN6 KITCHEN CASEWORK,APPLIANCES, AND/OR FIXTURES,AND STORE PER OWNER'S DIRECTION OREMOVE EXISTING BATH CASEWORK/FIXTURES d STORE PER OWNER'S DIRECTION OREMOVE ENCLOSURE TO EXPOSE EXISTING I I I CHIMNEY I I I I I I IREPLAGE TO REMAIN OR TO BE REBUILT I I O REMOVE/REPLACE EXISTING WINDOWS +E SIDELITES TYPE; STORE PER OWNER'S DIRECTION 10 EXI5TIN6 CONCRETE PAD TO BE REMOVED \�I I I I I I I I U I III I II EXISTING SIDING TO BE REMOVED (TrP) 12 EXI5TIN6 ATTIC FLOOR,FRAMING, b ROOF ABOVE TO BE X — REMOVED. STORE WOOD MEMBERS TO BE REUSED. u1 ® (n 15 EXISTIN6 STAIR TO BE REMOVED ^ n \ - -- - ------ --- ----- I(_1L_ W 14 EXISTIN6 WALL + CABINETS TO BE REMOVED Q v IS EXISTIN6 SHELVING TO BE REMOVED z�F 16 EXISTIN6 CHIMNEY TO BE REMOVED. STORE BRICK PER EXISTING BASEMENT X OWNER'S INSTRUCTION FOR LATER USE. w O III I I� EXISTING ROOF TO BE MODIFIED - SEE ELEVATIONS d J�Nl.)H SECTIONS III IS- EXCAVATE GRADE FOR NEW FOUNDATION WALLS STAIR 4 Y7HT WJS I�ToEL�LaR��/ la la EXISTING FLOOR SYSTEM TO BE REMOVED DEMOLISH PORTION OF EXISTING FOUNDATION WALL b J EXCAVATE EXISTING ADJACENT GRADE AS R:EOUIR:ED FOR ------------I 00 PROPOSED CRAWL SPACE VENTS 4 VENT WELLS. I I I I REMOVE TOP OF EXISTING FOUNDATION WALL AS EXIST._�ITI— 21 REQUIRED FOR LOWER ED FLOOR AND/OR DOOR w I I I I I I Z Z THRESHOLD (VERIFY DIM. IN FIELD). UPI w w REMOVE BILGO DOOR 3 STAIRS IS Z O O F 0- 0 w vi DEMOLITION NOTE: -- W PROVIDE 5HORIN6 AND SUPPORT TO ALL AFFECTED - o U STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT H OF ANY DEMOLITION OR CONSTRUCTION. O w w J J W u- la N_W � Z z go 21 2I m w O U) O U U- EXISTING BASEMENT M N la Q t� 0 O Ia PROJECT: INDIAN NECK FARM GUEST HOSUE EXISTING CRAWL SPACE EXISTING CRAWL SPACE 3375 INDIAN NECK LN PECONIC, NY 11958 DRAWING TITLE: DEMOLITION PLANS 2 _t T_ _t _t PAGE: PLO)"' M-10100 I DATE: 08/08/23 5 OF 20 DEMOLITION PLAN - FOUNDATION LEVEL SCALE: 1/4" 010,��t�ED ARC'�r o OE I `SEAL- Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT — WOOD FRAME (L.G. STL. Lw EXISTING TO REMAIN WHEN APPLICABLE) J 0 NEW WOOD FRAME (L.O. NEW FOUNDATION WALL w N STL. WHEN APPLICABLE) \ Q NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL O WOOD FRAME (L.O. STL. El FOR 4" WALLS CO WHEN APPLIGABLE) (MIN. (2) 2"xb" STRUCTURAL -p . O POST FOR b WALLS), U.O.N. N NEW 2-HR FIRE RATED L Lo WOOD FRAME (L.O. STL. 0 Z WHEN APPLICABLE) >. o o I DEMOLITION PLAN NOTES s O ++ Lo OI REMOVE EXISTING NON-LOAD BEARING PARTITION ) O m 0 O2 REMOVE PORTION OF EXISTING EXTERIOR AND/OR BEARING WALL;NEW BRACING AS REQUIRED O �/_ __ �/ 6 D�OR ANvJAMB� I I EXISTING STAIR TO BE REBUILT;EXISTING BALUSTRADE TO I 1 O REMAIN AND BE REUSED. I I �REMQVg`EXI_STf I��GEJNA6 B�E�L`ATEL�T�R1A�'[O I 10 I EXPOSE STRUCTURAL 7PU55 MEMBERS ABOVE OREMOVE EXISTING KITCHEN CASEWORK:, APPLIANCES, 2 II I q �, ` rn AND/OR FIXTURES, AND STORE PER OPiNER-5 DIRECTION I Q) I I I I REMOVE EXISTING BATH CA5EWORK/FIXTURE5 d STORE PER __OWNER'S DIRECTION _____T -_-:I T- OREMOVE ENCLOSURE TO EXPOSE EXISTING --- I I I I CHIMNEY/FIREPLACE TO REMAIN OR TO BE REBUILT I 15 I I I I I I I 1 � / ♦ � OREMOVE/REPLACE EXISTING WINDOWS d SIDELITES (TYP); Tom\y ♦\\♦ 17 STORE PER OWNER'S DIRECTION ! I I I I I DOWi ♦ U 10 EXISTING CONCRETE PAD TO BE REMOVED _L _ _ _ I EXISTING I I EXISTING SIDING TO BE REMOVED (TY!') -- ___ I 1 L_ \ MUDROOM 12 EXISTING ATTIC FLOOR, FRAMING, d ROOF ABOVE TO BE IIIII REMOVED. STORE WOOD MEMBERS TO BE REUSED. 1111 X 1 1 EXISTING I I IIII w EXISTING I I CLOSET 13 EXISTING STAIR TO BE REMOVED PANTRY i i O\ (� Lf/ � __] I �2) 14 EXISTIN6 WALL + CABINETS TO BE REMOVED -- O r--F_____ - ------- '_ \ 111 / I I I5 EXISTING SHELVING TO BE REMOVED I II REF W I I I I OEXI5TIN6 CHIMNEY TO BE REMOVED. STORE BRICK PER I I C=___ L-_ -_-I Ib OWNER'S INSTRUCTION FOR LATER USE. I F_ I'I EXISTING ROOF TO BE MODIFIED - SEE ELEVATIONS d � �I IIIII Ib I I \� SECTIONS L-- , Ifl L___ 1111 1 EXCAVATE ORA-tD�E� FOR NEW FOUNDATION WALL5 STAIR 4 Ib I E I1�1 EXISTING KITCHEN � I i III I L_ IS Iq EXI5TIN6 FLOOR SYSTEM TO BE REMOVED —--J---------------------- DEMOLISH ---- -A4iil PORTION OF EXISTING FOUNDATION WALL d 1FA m I II I11'—O - i m EXCAVATE EXISTING ADJACENT GRADE AS REQUIRED FOR I II L __ i PROPOSED CRAWL SPACE VENTS 4 VENT WELLS. IIIII �I I 1? I 11 w REMOVE TOP OF EXISTING FOUNDATION WALL AS �J i I cV �� 1 i i Z 21 REQUIRED FOR LOWERED FLOOR AND/OR DOOR / _ __ a THRESHOLD (VERIFY DIM. IN FIELD). I I r W J� �\ 22 I I � � 2 I L w w 22 REMOVE BILGO DOOR d STAIRS 17'-O" 1 D J o Z 4'-4"—�I`-2'-10"—�f L I-_O -- -- a w F--- r----- __ Z II --_ - -- -- --- -� 13'-3" O 0 1 1-- -- \ --� 0 n. w DEMOLITION NOTE: PROVIDE 5HORIN6 AND SUPPORT TO ALL AFFECTED - 14 y I I Z Q STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT �----� \ � � _ � O V OF ANY DEMOLITION OR CONSTRUCTION. I �`��� I I i Q I IIIII I I a IIII w 0" _ry Ib'-O" EXISTING BEDROOM I I EXISTING BEDROOM I I� qO 1 L1 III IIIII I IIIII w LL I I (� I 6� IIIII I g 0 5 3 I I j I 1 I z LLJa ~p z 1 1 I EXISTING BATHROOM i t EXISTING DINING t5 1 1 /� w `� I I I 1 1 I j II II11 O\ I I /O\ / O p 3 _J 1 3 3 U EXISTING BEDROOM w I I I I I 1 I --- -- _____ __ LL I---__--- -� I F ICY— 1 L_--J L--- O\ / ��i i EXISTING ATTIC - EXISTING CLOSET _--- �� - ��'I L_ J L---�. I I I N -- �111111 I i- I 1 II O O 12 11 m I I --- - � PROJECT: Lu -- - - - - - - --- - "�� y INDIAN NECK FARM Z III I I `J Ib y ------ 1 _ w II R I I III 1 1 -- -- I ° O o I� GUEST HOSUE w 1 I 5 _ I I 1 I EXISTING BEDROOM 2 --J I III I LI I IIII z -- I --7n LJ I x h iTl n I I Iil 1 1 3375 INDIAN NECK LN J m EXISTING BEDROOM - -i i i. i EXISTING LIVING ROOM n � i 11 � PECO N I C, NY 11958 � JJ - Illn IIII - �n nnl 111' , DRAWING TITLE: uul III 14 O 10'-4" 10'-Sy2" �� DEMOLITION PLANS tu E-_-��-_- r = �__ E_-\ c_==3 q I I q q q n q q PAGE: EXISTING COVERED PORCH DM-102ZOI DATE: 08/08/23 6 OF 20 DEMOLITION PLAN - OROUN7 FLOOR DEMOLITION PLAN - SE00N7 FLOOR 50ALE: 1/4" = 1'-0" 50ALE: 1/4" = 1'-0" '�� IED A) cC' 0.374r 6 0� T A F p IN OENDRAL_ 5)M50L <E)0'0 : a EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. Ljj WHEN APPLICABLE) LiJ EXISTING TO REMAIN J p NEW WOOD FRAME (L.O. NEW FOUNDATION WALL M 5TL. WHEN APPLICABLE) r� 'LIGHT AND VENTILATION NATURAL LIGHT 4 VENTILATION Q E Lo NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL G� ` (HABITABLE SPACE) O WOOD FRAME (L.O. 5TL. ® POST FOR 4" WALLS ARTIFICIAL LIGHT:HA 0 REQUIRED LIGHT: FOOT CANDLES / SQ. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL BITABLE BEDROOM AREA: III 50.FT. AREA III S.F. O e- 6 FT. POST FOR 6" WALLS), U.O.N. (1) 40W LED BULB = 450 LUMENS S.F. REQ. S.F. PRov. ++ N }: O NEW 2-HR FIRE RATED L WOOD FRAME (L.O. 5TL. 6FT. CANDLES X III 50.FT. = 666 LUMENS LIGHTING;MIN. 8% O C Lo z d' WHEN APPLICABLE) bbb LUMENS / 450 LUMENS = 1.5 OF FLOOR AREA 6A S.F. *-7•2 5•F• A-201 MINIMUM (1.5) 40W LED LIGHTS REQUIRED VENTILATION;MIN. 4.4 S.F. 6.8 S.F. 4% OF FLOOR AREA I 3 O FLOOR PLAN NOTES HIGH EFFICIENCY LAMPS: MINIMUM (2) 40W LOW VOLTAGE LIGHT FIXTURES - ) O O m +' NOT LE55 THAN 40% OF THE PERMANENTLY INSTALLED LIGHTING REQUIRED DOOR NOTE: FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER -1..+ 04 O -1-' I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT NEW FLOOR: 2020 NYS EGG R404.1 PROPOSED (2) FIXTURES WITHIN HABITABLE BEDROOM p .. I 10 O ON PLANS BY 'JELD-WEN' (OR EQUAL). O 1. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); AREA 11'-0" Q .- m :2 O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT SCREW PERIMETER OF SHEATHING b" O.G. d 12" O.G. ® C 4 C 4 n , MECHANICAL VENTILATION INTERIOR. ON PLANS BY 'THERMATRU' (OR EQUAL). 2.NEW FINISHED FLOOR PER H.O. SELECTION HOT WATER PIPING INSULATION: 7 / 3.NOTE DOES NOT INDICATE EACH NEW DOOR MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE HABITABLE BEDROOM AREA: III 50.FT. _ PROPOSED;SEE DESIGNATIONS 3 DOOR SCHEDULE. THE CEILING HEIGHT: 13.2 FT. 4.PLACE DOORS 4" MIN. FROM PERPEND[SULAR NEW TILE FLOOR: INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE -ry / II I. NEW TILE FINISH (H.O. TO SELECT) UPON FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 d R403.5: REQUIRED VENTILATION: 0.55 GFM / HOUR (AGH) WALLS,U.O.N. 2.ONE LAYER THIN5ET(LEVELED PROPERLY) UPON \ /O PROPOSED 5. INSTALL AS PER MANU .,U.O.N. I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING (I II X 13.2 X 0.35) / 60 = 8.54 GFM SHOWER GLASS 6.PROVIDE (2) 2"xl0" HDR.,U.O. 3.NEW �" DUROGK GEMENT$OARD (OR EQUAL) UPON FLUIDS >l05°F OR <55°F (R403.4) \ _ -T. SEE PAGE 0-003 FOR ALL OTHER FRAMING 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 8 SCREW); `r / WALL AND DOOR ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. SCREW PERIMETER OF SHEATHING 6" O.G. t 12" O.G. ® :2. PIPING J" AND LARGER IN NOMINAL DIAMETER elGFM VENTILATION REQUIRED \ --- Q ON TILE CURB INTERIOR. 3. PIPING SERVING MORE THAN (1) DWELLING UNIT 10 K U STAIR 8 RAILING NOTE: 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE \ - z O I. AL NEW STAIRS SHALL HAVE MAX.8•-1/4" Ri 3 MIN. 10" NEW 4"x3" ALUM. CONGEALED DOWNSPOUT AS 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD \ BATH.Tr - RISERS SHALL BE CLOSED 12 b. PIPING LOCATED UNDER A FLOOR SLAB 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL PER DETAIL -T. BURIED PIPING O #2 ! Q NOT EXCEED THE SMALLEST BY MORE THAN 3". 8. SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS 22,-2" PROPOSED \ ® 1 1 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST V-5". o GUTTER HI O THER FHA�I DEMA�GULAT�N5Y51�M5. BEDROOM #2 N 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 3 4.1. BETWEEN CLEAR HEIGHT d HANDRAILS: 56" MIN. 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. UNDER-FL OR AREA VENTS 2-1 5 /GO II 14 I. NEW I6"x8�(MIN. SIZE) VENT TO PROVIDE MIN. I S.F. NET Oy2" 2-lOy2 v' ° R 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2T" MIN. VENTILATON OPENING PER 2020 IRG R408. 3'_ I10 III r 1 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN D `J ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR 2• INSTALL A5 PER MANU. SPEC'5 WITHIN 3'-0" OF - IOq 5'-5" BUILDIN CORNERS. OR MORE RISERS, AND WHERE SHOWN ON PLANS. O 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED 3. PROVID FOUNDATION VENT WELL d COVER AT ALL WALKING SURFACES LOCATED MORE THAN 50" ABOVE VENTS B OW GRADE; INSTALL PER MANU. SPEVS. PROF. PWDR ROOM FINISHED FLOOR OR GRADE, b WHERE SHOWN ON PLANS. 1. 42" HIGH GUARDRAIL d SPINDLE 5PA61NO NOT TO 15 INTERIOR LOAD BEARING WALL: I'-O" I'-O" � I 5 -T II • ALLOW PASSAGE OF A 4" 4P SPHERE;136" HIGH O AS INDIGA D BY HATCHING. /n HANDRAIL 4 SPINDLE SPACING NOT TO ALLOW ALIGN STUD OF BEARING WALLS TO LAND DIRECTLY PASSAGE OF A 4" (P SPHERE. UPON F.J. R BEAM (WHEN APPLICABLE) BELOW. O � \ 8. 6RIPPABLE RAIL AS PER CODE. `r PROPOSED (I - 8 \V • _ ! STONE PATIO In 9. RAILING TO BE WOOD. O FLOOR DiPr) IN: `r O O �• I 110-1 Ib NEW 3" GU FLOOR DRAIN w/3" TRAP m _ O SMOKE DETECTOR / GO DETECTOR NOTES: - OI. CONTRACTOR SHALL PROVIDE CODE COMPLIANT ( ( V.I.F. PLACEMENT OF SMOKE /CARBON MONOXIDE COMBINATION DETECTOR EXIST. OIL TANK d 108 HARD WIRED TO EACH OTHER w/ BATTE:RY BACKUP. I 2.INTERCONNECTION BETWEEN NEW d EXISTING DEVICES = ADJUST AS REQ.'D FOR 3'-O" SM/�O 1) c i PROP. BASEMENT BILGO 0 I SHALL NOT BE REQUIRED WHERE EXISTING ALARMS NTRANGE C�QLUMNS _ ij = = I = 0 ARE NOT INTERCONNECTED, AS PER NYS R314.4. -1 L� I III dl � PROPOSE I IN 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND I 1 PER GENERAL ELECTRICAL NOTES ON PAGE 0-002. a MUDROO q 4.SMOKE /CO DETECTORS To MAINTAIN 5' MIN. I I loy2' 2 `Q = - - - - HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS t 1 - 12'-0" II" A-505 B 105 106 A 303 S OPENINGS TO BATHROOMS w/ SHOWER OR TUB. X =_ I 4 5. INSTALL ALL AS PER MANU. 5PEC.'s Ij b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR I I I I y IN COMPLIANCE WITH LOCAL GODS J I J I ( 'n ~ o o w WINDOW NOTE: tj I ' I 12Qx68 SLDR .fl 0° 1- O4 I. ALL NEW WINDOWS b DOORS SHALL BE FLEETWOOD = - � � � I � 3000T, OR FELLA ALL WEATHER, CASEMENT, DOUBLE- _ B -_ 102 8 N _ 1-- a HUNG,OR GLIDING(AS NOTED). INSTALL AS PER MANU. ui I I I I n n n _ `t Z Z SPEC.S. `fl I I I 001 (2) 2X6 P05T BEARING 10 4 2 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; I� (2) 2X6 ' ST BEARING DOWN T FDN WALL - D -10 SEE DESIGNATIONS d WINDOW SCHEDULE. X T. I ® I DOWFU�TO FDN WALL I 3'-3" -6'-Sy2" 2'-I" -wi 3.FOR SUBSTITUTIONS,SEE NOTE #-I IN "OLASS WINDOWS WI. I_ I - I N PIPE F- - _AND DOORS" ON PAGE 0-002. I 1 ( FROM41ABOVE l tu Z I m I I ( I l �d1 8 D Z 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. I I I PROPOSED EXPOSED FLOOR -_ Q V 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH p JOIST CEILING (EXIST. - 4 - to Lu 6.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: -J L _ _ _ _ (2) 2X6 N ITO FDNAWALLI I KITCHEN gXb F.J. ® 28" O.G) 00 -� 4 _O 0 6.1. FOR ALL SKYLIGHTS d OPERABLE PANELS OF _ DOW SWINGING, SLIDING, b BIFOLD DOORS O O _ 0 a Q Q (-Ili III MODIFIED III 1 = - - I - - I - I N w 6.2. WITHIN IS" OF F.F. N m m I6 - � � + w tri 6.3. WITHIN 24" OF A DOOR cv cv - D 0 (h.4. WITHIN STAIRWAYS d WITHIN 56" OF A LANDING a BASEMENT V ry I - In Z 6.5. WITHIN TUB/SHOWER ENCLOSURES �0 n I I (4-M S.F) �p Q N I I I I (2) 2X4 POST 6 0 ZO = 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 w p A�VE ' + D U W NDOW5 (TYP.-T. SEE PACE FOR ALL)5 FOR FRAMING U.O.N.; ROVr GCE AT A MINTS NIMUM I �1 I I I I l ( A I I I I I 112 �� j V + 4 (2) 2"xIO" HEADER U.O.N. 2 2 (2) q�l' LVL - __ - __- - _- w -ii 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER A-503 A-303 4 I I I GIRDER 16OVE 113 vi m NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS3,_O,i : I I I I 5TACKE n PROP. g LESS THAN 24" ABOVE F.F.,THAT ARE MORE THAN'72" _ _ _ _ _ _ _ �t ABOVE GRADE OR THE ADJACENT SURFACE AT THE - - - - I'-O" - (2) cl LVL DRYER BATH. #I! w p.• p BUILDING EXTERIOR. LU I-O' �p ARING(DOWN I I I O TO FDN WALL EGRESS NOTE: ,� I O 3 114 104 O IN COMPLIANCE WITH NEW YORK STATE BUILDING II I 3 z c) Ii tr CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF - - - - - I 1- I I�I (2) 2X4 POST BEfIRING 3'-2" 5M/GO O 5MICO ' EGRESS SHALL BE FOLLOWED: I I I I DOWN TO FDi� BALL NET CLEAR OPENING........... 5.71 S.F. - - 14 - - - - p - - - - - - - - j M NET CLEAR HEIGHT............... 24" MINIMUM _ co NET CLEAR WIDTH................. 20" MINIMUM I I I I I I I PRO SED TYPICAL BATHROOM NOTE: I III 1 III I I I LIVING/DINING I - - I PROPOSED w ' BEDROOM #I a � R0 M o O I. WALL BOARD CRAWLSPAGE ® ® E o I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ALL BATHROOMS UNDER-FLOOR A-302 A-502 PROJECT: 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND VENTILATION A _ O TUB SURROUNDS FLOOR I III I III I I I I I I I I EXPOSED FLOOR 4 2. SHOWER FLOORS AREA 384 S.F. =N 4 a JOIST CEILING (EXIST. I N D I A N NECK FARM 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 3X6 F.J. ® 28" O.G) 2.2. CONCRETE MUD-SET(SLOPE I/8" I ER FOOT S.F. REQ. S.F. PROV. - 2-b° I I I I I 1 TOWARDS DRAIN) UPON 4--:2- _ 2 GUEST H OS U E 2.3. WATER PROOF MEMBRANE TO COVER SHOWER R�EQb 2.6 5.F. 2."1 S.F. - � III - I I I I X � FLOOR,WRAP DRAIN d ATLEAST 18" UP WALLS _ - - I I I �-I-�I if) /��` �t w PROP. 10 MODIFIED I- 9 - I 11 FOYER ONEW LAUNDRY ROOM: CRAWL SPACE 4 A A 4 6 I. NEW WASH /DRY HOOK UP (31Q S.F.) _ - J �/ 4 A 4 A 2.COORDINATE LAUND. ROOM d DOOR DIM.'s o _ 3375 INDIAN NECK LN w/51ZE OF EQUIP. - - 101 3.PROVIDE HOOK UPS AS REQ'5 PER MANU. _ _ _ _ _ _ PECONIC, NY 11958 DRYER EXHAUST NOTE: GRAWLSPAGE - - +z7 I. DUCT SHALL TERMINATE TO EXTERIOR :' UNDER-FLOOR 2 DUCTOPEN SHALL TERMINATE: MIN. 4'-0" FROIri ANY NGS � VENTILATION II �2 EXISTING RAWING TITLE: 6'-I" 4'-10/2" 3'-I jY2" 6'-I" 5'-b" - - - --- - FLOOR d; COVERED 3.DUCT 51ZE AS PER MANU. 319 S.F. 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER I AREA I PORCH CONSTRUCTION PLANS MODIFIED o N�l NATURAL LIGHT S VENTILATION 5. TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN I S.F. REQ. S.F. PROV. CRAWL SPACE _ CONSTRUCTION. FLEXIBLE TRANSITION DUCT5 USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM I VENT (384 S.F.) III Q A-201 (HABITABLE SPACE) SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO I REQ'D 2.1 S.F. 2.T S.F. EXCEED 5 FEET AND SHALL BE LISTED AND LABELED ( FLOOR AREA I80 S.F. IN ACCORDANCE WITH UL 2155A. 6.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RIGID A-505 L I -J A-505 (V m S.F. REO. S.F. F'ROV. METAL w/SMOOTH INTERIOR SURFAGES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOIN. EXHAUST r I Q LIGHTING;MIN. a% AGE: DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL I I OF FLOOR AREA 14.4 S.F. 21.2 S.F. SCREWS 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER d� VENTILATION;MIN. LOCATION TO THE WALL OR ROOF TERMINATION. THE _ _ _ ' 14% OF FLOOR AREA -1.2 S.F. 19.-1 S.F. A-101m0l MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45' BEND AND 5 FEET FOR EACH q0° I11 BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. - 14 14 2 .1 - - - - - - - - - DATE: 08 08 23NEW PLUMBING FIXTURES: - n O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. / / 7 OF 20 SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. NEW EXHAUST FAN SHALL BE INSTALLED WHERE3'-0" I' 2" aY 3'-O" 3'-O" 4'-by2" OS VENTILATION 15 NOT MET BY MEANS OF NATURAL I I ED A CIRCULATION THROUGH WINDOWS OR DOOR5 TO �� RC/7 OUTDOOR SPACES AS PER NYS MECH. CODE SECTION �GJ M N 403.5.2.3; INSTALL AS PER MANU. SPECS O�� O 1. MIN. 350 #CAPACITY PULL DOWN STAIR: N m L - _ - - J C GONSTRUGTI ON PLAN - O ROUND FLOOR � �� ;-� 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") Q : 3.DBL. FRAMING WHEN NEW OPENING,U.O.N. 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q 50ALE: 114 I -O (P 4.. INSULATION ABOVE w/ND. FR. (OR EQ) BAFFLE OR - Q �lF CT? t�' yO RETAINER TO PREVENT INSULATION FROM ENTERING ,t DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 OF N (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE THERMAL ENVELOPE OF BUILDING). 5. INSTALL AS PER MANU. 5F'EG.'s 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. CONSTRUCTION FLAN - FOUNDATION LEVEL OENDRAL_ 5 I t,,,lE30L E""( : I0. Q EXISTING TO BE DEMOL15HED NEW PARTIAL HEIGHT - WOOD FRAME (L.G. 5TL. W ui EXISTING TO REMAIN WHEN APPLICABLE) �_ ___I --- -�--{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL I-----� A7201 C� STL. WHEN APPLICABLE) 3 Q '.�_' Lo Of c NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL - T O WOOD FRAME (L.O. STL. ® POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL - CO POST FOR 6" WALLS), U.O.N. CV O NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. O C � Z 'd- ._ .-- V_ WHEN APPLICABLE) �' o CV >1 o 1 FLOOR PLAN NOTES HIGH EFFICIENCY LAMPS: O O m +' , NOT LESS THAN q0% OF THE PERMANENTLY INSTALLED LIGHTING ,� (] -N Ln FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER +' CV -1--0 DOOR NOTE: NEW FLOOR: 2020 NYS EGG R404.1 C O p o .. O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 10 I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 8 SCREW); Q :20 ON PLANS BY 'JELD-WEN' (OR EQUAL). SCREW PERIMETER OF SHEATHING 6" O.G. d 12" O.G. ® 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT INTERIOR. ON PLANS BY 'THERMATRU' (OR EQUAL). 2.NEW FINISHED FLOOR PER H.O. SELECTION HOT WATER PIPING INSULATION: 3.NOTE DOES NOT INDICATE EACH NEW DOOR MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE PROPOSED;SEE DESIGNATIONS $ DOOR SCHEDULE. NEW TILE FLOOR: INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE 4.PLACE DOORS 4' MIN. FROM PERPENDI'�ULAR II I. NEW TILE FINISH (H.O. TO SELECT) UPON FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 b R403.5: WALLS,U.O.N. 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON 5. INSTALL A5 PER MANU SPEG.'s i. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING *LIGHT AND VENTILATION b.PROVIDE (2) 2"xIO" HDR.,U.O.N. 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON FLUIDS >I05"F OR <55°F (R403.4) 7. SEE PAGE 0-005 FOR ALL OTHER FRAMING 4.NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE d SCREW); 2. PIPING J" AND LARGER IN NOMINAL DIAMETER ARTIFICIAL LIGHT: NATURAL LIGHT 8 VENTILATION ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. SCREW PERIMETER OF SHEATHING 6" O.G. $ 12" O.G. ® 3. PIPING SERVING MORE THAN (1) DWELLING UNIT HABITABLE BEDROOM AREA: 124 50.FT. (HABITABLE SPACE)STAIR 8 RAILING NOTE: U INTERIOR. 4. PIPING LOCATED OUTSIDE CON DITIONED NDITIONED SPACE REQUIRED LIGHT: b FOOT CANDLES / SQ.FT. S.F..F O I. ALL NEW STAIRS SHALL HAVE MAX. 8•-I/4" Ri d MIN. 10" 12 NEW 4"x3" ALUM. CONGEALED DOWNSPOUT AS 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD (1) 40W LED BULB = 450 LUMENS FLOOR AREA 124 S �f Tr - RISERS SHALL BE CLOSED PER DETAIL ��6. PIPING LOCATED UNDER A FLOOR SLAB �I 1 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL gv pp� N PIPI GIN RE IRGULA ION SY TEMS (OFT. CANDLES X 124 SQ.FT. = 744 LUMENS S.F. REQ. 5.F. PROV. NOT EXCEED THE SMALLEST BY MORE THAN J". 744 LUMENS / 450 LUMENS = 1.65 OTHER THAN DEMAND RECIRCULATION SYSTEMS. MINIMUM (1.7) 40W LED LIGHTS REQUIRED * • 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST b'-8". 13 GUTTER HIGH POI T (TYP.) LIGHTING;MIN. 8:G q q S.F. 6.0 S.F. 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: OF FLOOR AREA 4.1. BETWEEN CLEAR HEIGHT d HANDRAILS: 56" MIN. UNDER-FLOOR REA VENTS MINIMUM (2) 40W LOW VOLTAGE LIGHT FIXTURES VENTILATION;MIN. 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 51.5" MIN. 5.0 5.F. 5.4 S.F. 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 27" MIN. 14 I. NEW I6"x8" (MIN. E) VENT TO PROVIDE MIN. 1 5.F. NET REQUIRED 4% OF FLOOR AREA 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN VENTILATION OP NIN6 PER 2020 IRG R408. ! 1 ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR 2• INSTALL AS PE MANU. SPEG'S WITHIN 3'-0" OF z PROPOSED (2) FIXTURES WITHIN HABITABLE BEDROOM v OR MORE RISERS, AND WHERE SHOWN ON PLANS. BUILDING GOP, RT Q AREA 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED 3. PROVIDE FOUND ION VENT WELL d COVER AT ALL =a N m WALKING SURFACES LOCATED MORE THAN 50" ABOVE VENTS BELOW G DE; INSTALL PER MANU. SPECS. U) FINISHED FLOOR OR GRADE, d WHERE SHOWN ON PLANS. MECHANICAL VENTILATION Q 7. 42" HIGH GUARDRAIL ,E SPINDLE SPACING NOT TO INTERIOR LOAD FARING WALL: 12 13 O 12 HABITABLE BEDROOM AREA: 124 SQ.FT. � . - ALLOW PA55AOE OF A 4" 41 SPHERE;136" HIGH 15 AS INDICATED BY TCHIN6. - CEILING HEIGHT: "7.0 FT. r n HANDRAIL # SPINDLE SPACING NOT To ALLOW ALIGN STUDS OF B ARIN6 WALLS TO LAND DIRECTLY -----.------- - REQUIRED VENTILATION: 0.35 GFM / HOUR (AGH) lJ J PASSAGE OF A 4" (P SPHERE. UPON F.J. OR BEA (WHEN APPLICABLE) BELOW. - - -- - - - b. 6RIPPABLE RAIL AS PER CODE. (124 X 7.0 X 0.55) / 60 = 5.06 GFM W q. RAILING TO BE WOOD. O FLOOR DRAIN: _-^ `____ 5 GFM VENTILATION REQUIRED I6 NEW 3" GUARDED LOOP, DRAIN w/3" TRAP --__-- -----___-- --_-----_�._---�_ _ OSMOKE DETECTOR / GR DETECTOR NOTES: -_-_ 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR - - - - HARD WIRED TO EACH OTHER w/BATTERY BACKUP. V 2.INTERCONNECTION BETWEEN NEW d EXISTING DEVICES ------------------- ------------------ - - --_--_ -_.-__ -.___-__---- Q m r SHALL NOT BE REQUIRED WHERE EXISTING ALARMS ARE NOT INTERCONNECTED,AS PER NYS R314.4. - ----- - --. - -- ---- - ----_. -- - --- ------- 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND _ PER GENERAL ELECTRICAL NOTES ON PAGE 0-002. ------ -_ -- _ _ - ry - 4.SMOKE /Co DETECTORS TO MAINTAIN 5' MIN. HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS II" ___ _____.._-_.__-_.__.______ __.___ _._______--__.-_________-_.__.-_ I I I I I LINE OF EX15T 10 i d OPENINGS TO BATHROOMS w/SHOWER OR TUB. OVERHANG I I I I I GC.T. w/ ±T G.H. 5. INSTALL ALL AS PER MANU. 5PEC.'s _ F'Ro 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR II" F 204 - IN COMPLIANCE WITH LOCAL CODE OVERHA 6 I I I I 1 �-1 BA 2 J WINDOW NOTE: 13 - 6 O I. ALL NEW WINDOWS d DOORS SHALL BE FLEETWOOD I W - - I - - - - - _ PROP. 3000T, OR PELLA ALL WEATHER, CASEMENT, DOUBLE- =ry- 79 BEDROOM #4 � Z Z HUNG, OR 6LIDIN6 (AS NOTED). INSTALL AS PER MANU. - 3 • , + - SPEG.'S. ! I 5M/Go 5_2 4 2 n O 2 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; -.--- --- - ----- --- --- - _-------- ----- --- - 13 0 It ' U SEE DESIGNATIONS d WINDOW SCHEDULE. 6:12 PITCH 6:12 PITCH �; N I I I 205 w w I-- 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "bl_A55 WINDOWS ----- ------__-.__ _..__..___. ______-______-.__.___.____ Q I I I 201 ,►I'-2"K 4'-5" 0 AND DOORS" ON PAGE 0-002. =\� Z ~ 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 5. ALL DOUBLE HUNG WINDOWS TO BE TILL WASH I I I 4'-3" �I`-3'-O"-mot I 1-2 8'- vi W 6.IN GENERAL,TEMP. 6L. SHALL BE PROVIDED: PROP. TESLA ----- PROP. TE5LA ---------- I I Q ry I ry O O 6.1. FOR ALL SKYLIGHTS b OPERABLE PANELS OF SOLAR ROOF 50LAR ROOF m k V a Lu SWINGING,SLIDING, d BIFOLD DOORS --- (SEE MANU. - (SEE MANU. _____ _--___ I I I I I tll I 2 SM/GO ! ROP. I'- I 6' 6.2. WITHIN IS" OF F.F. 5PEG5) 5PEG5) 1OPEN X BATH. w N 6.5. WITHIN 24" OF A DOOR ----- _--- - I i I #3 a ® v) Z 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING T BELOW m 5 "f II Z Q 6.5. WITHIN TUB/SHOWER ENCLOSURES 0 ---- -------- ------- --- ----- I I I 1 I I I ry 203 O 2 rob. SEE ALSO GENERAL NOTES ON PAGE 6-002 Q ` ~Q -7. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND r I'-lOy2" _-+-_--- - -__-_-_-.- _.-- _--------_-._. _______- 2'-1Oy2'- � IY - = 2�_3 2_2 I --2'-8" 5_O U WINOOW5 (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM m�u OVERHANG OVERHAN - I _ _ ui (2) 2"AO" HEADER U.O.N. 12 O 13 12 13 12 _ =I _ _ - _ _ ® ® I 206 1 O w w 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER - m -w NYS R312.2 FOR OPERABLE WINDOWS IfdITH SILL HEIGHTS _.____�_.-___- �_`.------. ( I I 02 N Z O LESS THAN 24" THAN ABOVE GRADE OR THE: ADJACENT SURFACE AT THE211 _.. _ ____-_--------___._--- __ _ __.-_-__ -._..__. I ( I I dJ O IO , W d W BUILDING EXTERIOR. 12 PROP. 2 O N --- --- --------- -._. . --- I I I I HALLWAY Ej EGRESS NOTE: �-_- _ _�--. .__-_-.---_.__-- -- -- -_-- I I E I 0 o IN COMPLIANCE WITH NEW YORK STATE BUILDING IX CODE,SECTION R3102.1;THE FOLLOWING MEANS OF -__ -_-__ - m A-302 EGRESS SHALL BE FOLLOWED: - A 302 - PROP. TESLA - --_-.-- -------- PROP. SOLAR ROOF BEDROOM #3 NET CLEAR OPENING........... 5.1 S.F. (SEE MANU. I I I 42„ - - - - - - N NET CLEAR HEIGHT............... 24" MINIMUM -- _ - __.--.----- -_-_.. -. - -------_-- --.---._.._ -- --_.-- LINE OF EXIST NET CLEAR WIDTH................. 20" MINIMUM SPECS) I I I I G.T. w/ ±T G.H. =ry _-- Q- -- PROP. TESLA ----- _-- - - _- _____ O Q � TYPICAL BATHROOM NOTE: c_v SOLAR ROOF - I : I I. WALL OARD ------ 6 --- ---- -- (SEE MANU. � - - - - - -B II v ------------------ I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN SPECS) F ALL BATHROOMS -------- - a ------ - - a = I I I I m PROJECT: 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND TUB SURROUNDS - 2. SHOWER FLOORS s u INDI2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 2.2. CONCRETE MUD-SET(SLOPE Ile?" PER FOOT A N NECK FARM 4'- TOWARDS DRAIN) UPON 2 ---- --------- -------- -- --- _ -----_____-------- ---- ----------- Q -_ GUEST H OS U E 2.5. WATER PROOF MEMBRANE TO COVER SHOWER A-201 O FLOOR, WRAP DRAIN d ATLEA5T IS" UP WALLS - _ U PROP. TESLA ---- -- -..-..------ - 8'-Oy2" 13'-4y2 H - SOLAR ROOF ONEW LAUNDRY ROOM: - - N -- --- - (SEE MANU. 'SLIGHT AND VENTILATION NATURAL L16HT 4 VENTILATION 3375 INDIAN NECK LN b 1. NEW WASH /DRY HOOK UP _ SPECS) O (HABITABLE SPACE) - - --------- -- -- - --- ------ - --- --- --------_ 2.COORDINATE LAUND. ROOM d DOOR DIM.s � - ----- ----- - ---- - -"--" -�--- - m ARTIFICIAL LIGHT: 1 w/SIZE OF EQUIP. Q HABITABLE BEDROOM AREA: 145 SQ.FT. FLOOR AREA 143 S.F. J PECONIC, NY 11958 3.PROVIDE HOOK UPS AS REQ'S PER MANU. ------- - - ------- REQUIRED LIGHT: 6 FOOT CANDLES / SQ.FT. DRYER EXHAUST NOTE: ------------ ------------------------ ------- ----------- -- - - I 40W LED BULB = 450 LUMENS S.F. REQ. S.F. PROV. I. DUCT SHALL TERMINATE TO EXTERIOR 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY - - - --- ------------------- -- &FT. CANDLES X 145 SQ.FT. = 855 LUMENS LIGHTING;MIN. SK DRAWING TITLE: OPENINGS 858 LUMENS / 450 LUMENS = 1.9 OF FLOOR AREA 11.4 S.F. '�S.O S.F. 3.DUCT SIZE AS PER MANU. ------------------ s = MINIMUM (IA) 40W LED LIGHTS REQUIRED VENTILATION;MIN. CONSTRUCTION PLANS 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER 5.-7 S.F. -7.5 S.F. v U 4% OF FLOOR AREA 5. TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN ------_-_.__--------.-----_--------_----_------..__--. - _--_--._-- _ _ - ---- -- - ~ --- ---_� - ~ MINIMUM (2) 40W LOW VOLTAGE LIGHT FIXTURES CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO IL fl CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM _-_- _^ _ ry _ - REQUIRED SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO EXCEED 8 FEET AND SHALL BE LISTED AND LABELED ------ _._-_.__-_.____.-.___._.___._________.... ________-_.__.____ cr _ _ - PROPOSED (2) FIXTURES WITHIN HABITABLE BEDROOM IN ACCORDANCE WITH UL 215&A. AREA b.EXHAUST DUCTS SHALL BE MIN 0.0I6" T'HK RIGID METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS ---- -------_._----------_--------_._____---_-_-_-. --____---_ --.- --_.---------------------_.__.-- _-- CHANICAL ION RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST v - �- - _-- HAB TABLE BEDROOM TAREA: 143 5Q.FT. PAGE: DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL ~ PROP. STANDING PROP. TESLA CEILING HEIGHT: 7.0 FT. Pt SCREWS SEAM ZING ROOF, SOLAR ROOF A-102m0l "1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER �y _ __._.___._ _._-____ _.._.__._ __-___.______. - _______.-__________.-__-_�-__.___ REQUIRED VENTILATION: 0.55 GFM / HOUR (AGH) LOCATION TO THE WALL OR ROOF TERMINATION. THE - TO MATCH EXIST. (SEE MANU. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 --- dj -- SLOPE (TYPJ SPECS) - _ _,-,--___- ___ -___ (143 X 7.0 X 0.35) / 60 = 5.83 GFM FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES b GFM VENTILATION REQUIRED -- -- - - ------ - - NOT INCLUDE THE TRANSITION DUCT. DATE: 08/08/23 8 -.- NEW PLUMBING FIXTURES: O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. ---- ---- --- - -- OF 20 SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. i ONEW EXHAUST FAN SHALL BE INSTALLED WHERE CONSTRUCTION FLAN SECOND FLOOR VENTILATION IS NOT MET BY MEANS OF NATURAL 12 13 12 12 13 12 CIRCULATION THROUGH WINDOWS OR DOORS TO h OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION EXIST. �AR 403.5.2.5; INSTALL A5 PER MANU. SPECS PORCH SCALE: I/4" = I'-O" �c Oq NEW ATTIC ACCESS - PULL DOWN STAIR: �O I. MIN. 550 # CAPACITY 2.SIZE TO FIT MECH. EQUIP. THRU OPENING(MIN. 22"x30") 3.DBL. FRAMING WHEN NEW OPENING,U.O.N. , 4.WEATHERSTRIP ACCESS OPENING d PROVIDE R-4q ` INSULATION ABOVE w/NO. FR. (OR EQ.) BAFFLE OR �.�` RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 � OF � . (OMIT WHEN ATTIC, ACCESS DOES NOT PENETRATE THERMAL ENVELOPE OF BUILDING). GONSTRU07ION FLAN ROOF �Iw 5. INSTALL AS PER MANU. 5PEG.'s 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. SCALE: 1/4" = 1'-0" BUILDING SECTION NOTES Q NEW ROOFING NOTE (T`(PJ: Oj I. INSTALL NEW WOOD SHINGLE ROOF OR 5TANDIN5 SEAM ZING ROOF (SEE ELEVATIONS FOR LOCATIONS) W 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER 3.INSTALL 15 # BUILDING FELT (U•O.N.) OVER 4.1/2" COX PLYWOOD SHEATHING (BLOCK ALL SEAMS) Q + N 5. GAP SHINGLE OVER RIDGE +€ HIPS (AS REO'D) 0) 'D) 0 6.PROVIDE RIDGE VENT (AS REO '1. FLASH ALL VALLEYS T- 5.INSTALL DRIP EDGE AS REO'D a. INSTALL ALL AS PER MANU. SPEG.'s O6 r r TYPICAL ROOF 8 CEILING CONSTRUCTION: 0 2 NEW ROOFING AS NOTED 0 • I/2" GDX PLYWD SHEATHING (BLOGK:ING ® ALL PLYWD e— SEAM5) a- (�I • R.R., G.J., $ G.T. AS NOTED ON PLANS (® SPANS OVER � O U 5' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N) C (p • PROVIDE R-411 BATT INSULATION WHEREVER ALLOWED O 0 m ++ PER ATTIC, SPACE; IN ALL OTHER AREAS,PROVIDE -7" THK. SFOAM • PROVIDE PR THK. SIPRAY NSULATION FOAM(NSULATION/lNr a EAVES C 0 O ONEW EXTERIOR WALL CONSTRUCTION (TYPJ: 0 O FOR PORTIONS OF NEW EXTERIOR WALLS: • "VENTED TYVEK" HOUSE WRAP (OR EQUAL) UPON • 1/2" COX PLYWD. SHEATHING (BLOGIk:ING ® ALL PLYWD 5EAM5) UPON • 2"xb' STUDS ® 16" O.G. w/DBL. TOP PLATE "BOAM M B TIO LL R-II BPiTT I��SU TION / NEW SIDING NOTE (TYP.): r , O I. INSTALL NEW WOOD SHINGLE SIDING, STANDING SEAM \J ZING SIDING, OR VERTICAL WOOD PLANK 51DIN6 (SEE ELEVATIONS FOR LOCATIONS) m 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. 5PEG.'s �J 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION • — 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL TYPICAL FLOOR CONSTRUCTION: CONNECTION 'A' AS O I. FINISH FLOORING TO 5ELEGT FER FADE G-0D5 2. 5/4" T$G COX PLYWD. SUBFLOOR GLUED d SCREWED f V / 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL 'X' BRACE ® MIDSPAN NEW RIDGE 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST D FLOOR AND FOUNDATION) 5. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTS>( VJ n L.� \ 2 f � Q EXISTING ROOF STRUCTURE TO REMAIN GONNEGTION WAS w J > / ,� PER PAGE 0-005 W _ J YYY U \ S W W � � J \ EXISTING ATTIC FLOOR TO BE REMO\ED; ROOF W TO BE OPEN BELOW WITH STRUCTURAL RIDGE z 0 2 It > U 2XaRR@ I6" O.C. (2X 10) \ \ zz z a 0U NEW (2) Ci 1/2" L\/L GIRDER W/ > WW \ \ \ \ SUITE#4 �-�� S I MFSON JOIST HANGERS N w \ zoz -4 = -- \ z �2 go > / I z ao \; \ T 0 _j � It `" N\` _ Lil — — — — — — — — — — — — — — — — — — — — — — a MOD. F.J. AS FER FLANS — — - - o NEW SIDING '" CONNECTION 'BI ' AS ROJECT: > ON HOUSE FER PAGE (5-005 - KITCHEN WRAF (TY Y E� NEW R.R. TO TOP I N D IAN NECK FARM > a \ — OR EOUAL) FLATS GUEST H OS U E Q 1/2 GYP. BRD. ON 2x4 s @ 12 ON 1/2 O.S.B. �w F100> O.G. W/ FULL INSULATION (R-21 SHEATHING ON MIN.) 2x6's @ 16" > O.G., TYF. NEW EXTERIOR 3375 INDIAN NECK LN INSULATED B 1-FOLD PECON IC, NY 11958 EXISTING WOOD FLOOR DOORS > TO BE RE-FINISHED If DRAWING TITLE: i 1/2" GYP. BRD. ON 2x4'5 @ 12" O.G. NEW PORCH *ILDING SECTIONS > W/ FULL INSULATION (R-21 MIN.) OR FAT I O Zr z___ EX I STI NO WOOD FLOORING TO BE REFINISHED, TYF. AGE: 'Am -301m0lwi Wi -Wi wi u"i M M WRA __L z_ ULL INSULATION (R-50M I N) I I z FULL INSULATION (R-30 MIN.) z z 2�'-10" o o ATE: 08/08/23 1.0 OF 20 �D API IYj p`a� �I BU I LD I NO SECTION I - I/A-301 BU I LD I NO SEGTI ON 2-2/A-501 SCALE: 1/2" = P-O" SCALE: 1/2" = 1'-0" BUILDING SECTION NOTE5 Q NEW ROOFING NOTE (TYPJ: Oj I. INSTALL NEW WOOD SHINGLE ROOF OR 5TANDINO SEAM ZING ROOF (SEE ELEVATIONS FOR LOCATIONS) Lij 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO w 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER 5.INSTALL 15 # BUILDING, FELT N.O.N.) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE d HIPS (AS REOV) Lo 6.PROVIDE RIDGE VENT(AS REO'D) Of cr) O "i. FLASH ALL VALLEYS &.INSTALL DRIP EDGE AS REO'D 4. INSTALL ALL AS PER MANU. SPEC.'S O L � O TYPICAL ROOF B CEILINO CONSTRUCTION: • NEW ROOFING AS NOTED p L0 Z --t • I/2" GDX PLYWD SHEATHING (BLOCKIN(S ® ALL PLYWD ._ c- T- SEAMS) a' N • R.R., G.J., d G.T. AS NOTED ON PLAN5 (® SPANS OVER >, o I 5' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N.) • PROVIDE R-441 BATT INSULATION WHEREVER ALLOWED 0 Q m — PER ATTIC, SPACE; IN ALL OTHER AREAS,PROVIDE'1" THK. SPRAY FOAM INSULATION (R-4q' ® R-"i/INCH) ++ N O 4- 0 PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES NEW ROOFING ON ON 1/2" O.S.B. Q C) O Os NEW EXTERIOR WALL CONSTRUCTION TYP. : DECKING W/ FULL INSULATION (R-4cl 0- :2 FOR PORTIONS OF NEW EXTERIOR WALLS: • "VENTED TYVEK" HOUSE WRAP (OR EQUAL) UPON MIN.) • 1/2" GDX PLYWD. 5HEATHINC (BLOGKI'NO ® ALL PLYWD 5EAM5) UPON • 2" FOAM IN . R-DII GATT NISU TION I j I i !TOP PLATE -1-' --- {- • 5/8" OYPEUM BD. WALL FINISH -- I--- -- -- J 1 !_-- I--t .J NEW SIDING NOTE (TYP.): — _ - --- - - - - --- -- - - -t ; ! - --- ---- O I. INSTALL NEW WOOD SHING,LE SIDING,,STANDING SEAM i I ! ( i~ I ZING SIDING,,OR VERTICAL WOOD PLANK 51DINO (SEELi ELEVATIONS FOR LOCATIONS) M 2."TYV W E EK" HOUSE RAP (OR QUAL) 5.INSTALL ALL AS PER MANU. SPEG.'s I 4.PROVIDE ALL NECESSARY TRIM FOR PROPER 1 ' , INSTALLATION I _ 5. SIDING, SHALL EXTEND TO TOP OF FOUNDATION WALL OTYPICAL FLOOR CONSTRUCTION: - - - 5 I. FINISH FLOORING TO SELECT 2. 5/4" Td 0 COX PLYWD. SUBFLOOR GLUED d SCREWED U 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' INSTALL 'X' BRACE ® MIDSPAN 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST 7D FLOOR AND FOUNDATION) 2 X 8 RR @ 16" O.G. (2 X 10) v J 5. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTS 2 ° — EXISTINO ROOF JOISTS TO BE APPLIED TO GE I L I NO (NON-STRUCTURAL) Q� 1 \\ GE I L I NO TO BE REMOVED 4 5/ " GYP. BRD. W/ INSULATION (R-4Q MIN.) \ EXISTING ROOF STRUCTURE TO REMAIN ui \ N m / � w zZ 1/2" GYP. BRD. ON 2x4's @ 12" O.G. W/ XISTINO ATTIC I LOOR TO BE RE 01/ED- ROOF / FULL INSULATION (R-21 MIN.) ww O BE OPEN BE W WITH STRUGT AL RIDGE / z / Q L) EXISTIN WI"OD FLOO NG z 0 — — - - - - - - - - — - - O � TO B KEFINISHED, P. a �y y� w W N - LV C� LV UV z -- z z Di � U NEW S I D I NO ON HOUSE WRAP (TY\/EK OR EQUAL) w ON 1/2" O.S.B. SHEATHING ON 2x&'s @ 16" O.G., v u- TYP. g o z d 0 w w 1/2" GYP. BRD. ON 2x4'5 @ 1.2 O.G. W/ FULL 0 all INSULATION (R-21 MIN.) - w %-i i cq N � Fw- O Q i ! 0 O i PROJECT: - - _ _ _ _ _ _ _ INDIAN NECK FARM EXISTING WOOD FLOORING TO BE REFINISHED, -r r�P GUEST HOSUE 3375 I N DIAN NECK LN FULL INSULATION (R-30 MIN.) I PECONIC, NY 11958 I DRAWING TITLE: BUILDING SECTIONS ° d a d ° PAGE: A-402 MR A-302w0l DATE: 08/08/23 11 OF 20 BU I L.D I NO SECTION 5-1/A-502 SCALE: 1/2" = P-O" �� BUILDING SECTION NOTES Q NEW ROOFING NOTE (TYP.): Oj I. INSTALL NEW WOOD 5HINOLE ROOF OR STANDING SEAM 0 ZING ROOF (SEE ELEVATIONS FOR LOCATIONS) u j 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO Ld 24" FROM INSIDE FACE OF STUD k4ALL AND AT VALLEYS _j v OVER 3.INSTALL 15 # BUILDING FELT (U.O.N) OVER > 4.1/2" COX PLYWOOD 5HEATHIN6(BLOCK ALL SEAMS) 5.GAP SHINGLE OVER RIDGE b HIPS (AS REOV) In 6.PROVIDE RIDGE VENT(AS REOV) C 01 0 7. FLASH ALL VALLEYS 5.INSTALL DRIP EDGE AS REQ'D �-- Q0 q.INSTALL ALL AS PER MANU. SPEC.'S 0 "0 O L • O TYPICAL ROOF d CEILING CONSTRUCTION: W• NE ROOFING AS NOTED O tNZ • 1/2" COX PLYWD SHEATHING (BLOC:KIN6 ® ALL PLYNDe- SEAMS) • R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER X U 8' INSTALL "X" BRID61N6 ® CENTER OF SPAN,U.O.N.) p • PROVIDE R-49 BATT INSULATION I?IHEREVER ALLOWED p C) m ++ , PER ATTIC, SPACE; IN ALL OTHER AREAS, PROVIDE 7" ul) THK. SPRAY FOAM INSULATION (R-49 ® R-7/INCH) 4-1 N 0 4-1 Q• PROVIDE 2" THK. SPRAY FOAM INSULATION 6 EAVES C :2 0 O NEW EXTERIOR NALL GONSTRUGTION (TYP.):FOR PORTIONS OF NEW W n) EXTERIOR ALLS: • "VENTED TYVEK" HOUSE WRAP (OR EQUAL) UPON • 1/2" COX PLYWD. SHEATHING (151-06KIN6 ® ALL PLYWD SEAMS) UPON > • 2"xb" STUDS ® 16" O.G. H/OBL. TOP PLATE • 2" FOAM INSULATION W/R-11 BATT IN5ULTION • 5/5" 6YP5UM BD. WALL FINISH 4_j o > NEW SIDING NOTE (TYP.): O I. INSTALL NEW WOOD SHINGLE SIDING,STANDING SEAM V ZING SIDING,OR VERTICAL WOOD PLANK SIDING (SEE „ ` M ELEVATIONS FOR LOCATIONS) fill Jl W > 2."TYVEK" HOUSE WRAP (OR EQUAL) 3.INSTALL ALL AS PER MANU. SPEC.'S i l 4.PROVIDE ALL NECESSARY TRIM FOR PROPER -T-' \ INSTALLATION • / 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL TYPICAL FLOOR CONSTRUCTION:_ \ O I. FINISH FLOORING TO SELECT 2. 5/4" T d 6 GDX PLYWD. SUBFLOOR GLUED $ SCREWED V 3. F.J. AS NOTED ON PLANS - AT SPANS OVER V INSTALL 'X' BRACE ® MIDSPAN 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST FLOOR AND FOUNDATION) • 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS VJ In GG)NNEGTION 'BI ' AS PROPOSED TESLA F'ER PAGE G-005 SOLAR ROOFING 2 X8 COLLAR TIES NEW R.R. TO G.T. TO MATCH EXISTING 32" O.G. AT 3 FROM ROOF PITCH (SEE MANU. SPEGS) LLI l� z z �jPROF. 2x8 COLLAR TIE 4. W � � W (CONTRACTOR TO ENSURE � THAT THE COLLAR TIE 15 z INSTALLED 3 DOWN FROM THE NON STRUCTURAL RIDOE) zo 0 4 f= a Lu \�-Sf N w\\` N Z i I O = V 5/all GYP. BRD.O W 2 x 8 LU u. ROOF FRAMING La16" O.G. Ii N z o - z (L ao Lu = w oU) O O J NEW SID A NC ON HOUSE WR P I TYVEK OR EOUA - O.S.B ( L) ON 2 SHEATH I NO ON 2 X &'S c9 I f6" O.G N 0 a � o � 0 2" GYP. BRD. ON 2X4'5 @ 12" O.G W/ PROJECT: N SIDING ON FULL INSULLATION (R-21 MIN) 1 IN EERIOR FAGS ; INDIAN NECK FARM EXISTING WOOD FLOORI NO TO BE GUEST H OS U E II EXISTING WOOD REFINISHED, TYP. REFINISHED, OO II E TO BE Y - - - - — -- 3375 I N DIAN NECK LN - - -- PECONIC, NY 11958 �lull " " " MUM A FULL FULL INSULATION (R-30 MIN.) NSULATION DRAWING TITLE: (R-EOM I N) BUILDING SECTIONS PAGE: A-303mOl DATE: 08/08/23 12 OF 20 BU I LD I NO SECTION 5-2/A-505 �r SCALE: 1/2" = I'-O" ` �-i -50� SECTION � � BUILDING / � T ?7>, SCALE: 1/2" = I'-O" C OF t� DOOR SCHEDULE Q DOOR ROOM/ NOMINAL DOOR OOR FRAME FRAME JAMB HEAD SILL HARDWARE FIRE REMARKS NUMBER SPACE SIZE MATERIAL PE MATERIA TYPE DETAIL DETAIL DETAIL SET RATING LLJ GROUND FLOOR J v 100A I FOYER EXISTING I WD - WD F1 A H1 S3 TBD SEE ELEVATIONS V) 101A I SUITE#1 T-O"X 6'-8" 1 WD D1 I WD I F1 I J1 H1 S1 TBD Q ++ N SCHEDULED WIDTH PER SCHEDULED FRAME LATERAL BRACING @ 12"O.C. POCKET DOOR GUIDE L- PER SCHEDULED FRAME 102A SUITE#2 2'-6"X 6'-8" WD D1 WD F1 J2 H2 S2 TBD - POCKET DOOR O O 102E SUITE#2 2'-6"X 6-8" WD D1 WD F1 J2 H2 S2 TBD - POCKET DOOR ` Co SEE SCHEDULED O .. �— OPENING SIZE- HEAD DETAIL 103 BATH#1 2'-6"X 6'-8" WD D1 WD F1 J2 H2 S2 TBD - POCKET DOOR = "� GYPSUM BOARD 0 POCKET DOOR TRACK AND /$" SEE PLAN 3/B" 104 BATH#2 2'-6"X 6'-8" WD D1 WD F1 J2 H2 S2 TBD - POCKET DOOR .}, � TROLLEYS.SEE HW.SCHED. I r (LEVEL 5 FINISH) 105 POWDER ROOM 2'-6"X 6'-8" WD D1 WD F1 A H1 S2 TBD - Z 108A MUDROOM X-0"X 7A0" ALUM/GL - ALUM F1 W3 W2 S3 TBD - SEE ELEVATIONS •— Lo •— PROVIDE SHIM AS REQ'D I — F- J .. GYPSUM BOARD----�I � _ 108E MUDROOM 2 2'-0"X 6'-8" WD D2 WD F1 A H1 I S1 I TBD - X y N PROVIDE BLOCKING AS REQ'D = w o w o 108C MUDROOM 34'X 6'-8" WD D1 WD F1 A H1 S1 TBD - O U _ A PTD WD TRIM.SAND ALL JOINTS �---� �' SEE SCHEDULED p C � SECOND FLOOR O O m -�-� v-- f, JAMB DETAIL w U co U �SM00TH,TYP.SEE FINISH Lo IX _Y__'r�� o = W � LU 201A SUITE#3 T-0"X 6'-8" WD D1 WD F1 J1 H1 S1 TBD - BARN DOOR N I,x� SCHEDULE --^ -�I = = u, v, 201B SUITE#3 2'-6"X 6'-8" WD D2 WD F1 A H1 S1 TBD - POCKET DOOR C O O 0 O U- O w 202A SUITE#4 T-O"X 6'-8" WD D1 WD F1 A H1 S1 TBD - BARN DOOR Q M 0 _I BLOCKING AS REQUIRED FLOOR U ~ ~ n 1 `►� BLOCKING MITER JOINT,TYP. SLAB �f PTD WD TRIM BEYOND 203 BATH#3 2'-6"X 6'-8" WD D1 WD F1 J2 H2 S2 TBD - POCKET DOOR WOOD TRIM,SAND ALL JOINTS SCHEDULED WD DOOR 204A BATH#4 2'-6"X 6'-8" WD D1 WD F1 J2 H2 S2 TBD - POCKET DOOR SEE FINISH SCHEDULE SEE SCHEDULED PTD.1 314"THICK PTD.13/4'THICK SMOOTH,TYP.SEE FINISH SILL DETAIL FLUSH SOLID CORE FLUSH SOLID CORE 204B BATH#4 2'-6"X 6'-8" WD D1 WD F1 J2 H2 S2 TBD - POCKET DOOR SCHEDULED WD DR SCHEDULE WOOD DOOR WOOD DOOR RETAIL DOOR �13 DETAILSLIDING DOOR) �SCALEM E TYPE 1 R TYPE 1 ORTYPE1*—E—?,/2" 1/2" F1 :,/4 S�SOCAOLE :1/4"_,' &ISOCALE.1 FINISH SCHEDULE AND LEGEND U � WALLS FLOOR CEILING W RM NO ROOM NAME SUBSTRATE FINISH BASE FINISH SUBSTRATE FINISH REMARKS —4—J GROUND FLOOR • — 100 FOYER GWB PTD WD-1 WD-1 EXP PTD - 101 SUITE#1 GWB PTD WD-1 WD-1 GWB PTD 102 SUITE#2 GWB PTD WD-1 WD-1 GWB PTD - U STUCCO SYSTEM ON CODE 103 BATH#1 GWB PTD/T-2 T-2 T-1 GWB PTD - APPROVED AIR/WATER 104 BATH#2 GWB PTD/T-2 T-2 T-1 GWB PTD - BARRIER&1/2"O.S.B. VARIES SHEATHING,TYP. SEE PARTITION SCHEDULE 105 POWDER ROOM GWB PTD/T-2 T-2 T-1 GWB PTD CORNER BEAD 106 KITCHEN GWB PTD/T-2 T-2 T-1 GWB PTD - \� (n SEALANT WITH CLOSED CELL V J BACKER ROD STUCCO SYSTEM ON CODE 107 LIVING/DINING GWB PTD WD-1 WD-1 EXP PTD - APPROVED AIR/WATER 108 MUDROOM GWB PTD WD-1 WD-1 GWB PTD BARRIER&1/2"O.S.B. — - WINDOW,SEE SCHEDULE SHEATHING,TYP. _ _ SECOND FLOOR BLOCKING AS READ 200 FOYER GWB PTD WD 1 WD 1 EXP PTD FINISH AS PER SCHEDULE WOOD STUDS 201 SUITE#3 GWB PTD WD-1 WD-1 GWB PTD w CONTINUOUS FLASHING 202 SUITE#4 GWB PTD WD-1 WD-1 GWB PTD M CDZ 203 BATH#3 GWB PTD/T-2 T-2 T-1 GWB PTD a WOOD STUDS SEALANT 204 BATH#4 GWB PTD/T-2 T-2 T 1 GWB PTD - a WINDOW,SEE SCHEDULE u 5/8"DENSGLASS SHEATHING STUCCO SYSTEM ON CODE u, APPROVED AIR/WATER FINISH LEGEND FINISH NOTES -� CONTINUOUS FLASHING BARRIER&1/2"O.S.B. SEALANT WITH CLOSED CELL _ SHEATHING,TYP. BACKER ROD PAINTS 1. ELECTRICAL DEVICE FINISHES: N BLOCKING AS READ BLOCKING AS REQD FINISH AS PER SCHEDULE PT_1 "WHITE" (a)WALL MOUNTED COVER PLATES TO MATCH ADJACENT SURFACES. m b ALL RECESSED ELECTRICAL PANELS SHALL BE PAINTED TO MATCH g w WOOD STUDS WINDOW,SEE SCHEDULE PT-2 ( ) VARIES ADJACENT SURFACES. Z C7 5/SRGENRBBEAD CORNER BEAD SEE PARTITION SCHEDULE. pT-$ _ PT-4 L j V 1/2"PLYWOOD 2. MECHANICAL DEVICE FINISHES: w w FINISH AS PER SCHEDULE a (a)ALL ROOM THERMOSTATS,HUMIDISTATS,ETC.TO MATCH z E_ JAMB DETAIL @WINDOW AD DETAIL @WINDOW SILL DETAIL @WINDOW FLOORS ADJACENT SURFACES. cew a W 84EW3 SCALE:3"=1'-0" E:3"=1'-0" W� SCALE:3"=1'-0" W_1 EXISTING WOOD FLOORING o o m 3. GROUT AND SEALANT: 100/o SOLIDS EPDXY GROUT,COLOR TO 0 °- T_1 NEW TILE FLOORING MATCH ADJACENT SURFACES. w w cs VARIES WITH Z Q PARTITION TYPE VARIES WALLS 4. ALL HOLLOW METAL FRAMES TO BE PAINTED O _ VARIES WITH SEE PARTITION SCHEDULE wood 000R ~a o GWB GYPSUM WALL BOARD c4 Aid PARTITION TYPE � PAINTED WD TRIM 5. ALL HOLLOW METAL DOORS TO BE PAINTED w d FOUNDATION WALL - " w w SCHEDULED FINISH SCHEDULED BASE BELOW T-2 NEW TILE WAINSCOT 3 0 HIGH vi cr Z FINISH AS SCHEDULED WOOD STUD 6. ANY FIRE RATING OR UNDERWRITERS RATING LABELS MUST REMAIN g 112"PLYWOOD Z FOUNDATION WALL ALIGN GWB CEILINGS UNPAINTED&LEGIBLE. cr W Q ADJUSTIBLE STRAP ANCHORS d 1" Q AS REQ'D (1)LAYER 5/8"PTD GWB 112"PLYWOOD U OJ 2 1 2' EXP EXPOSED UNDERSIDE OF STRUCTURE ABOVE 7, ALL LUSTRE LEVELS FOR PAINT FINISH SHALL BE EGGSHELL. _ 2 2 4 3-5/8"METAL STUD KNOCK-DOWN HOLLOW MTL GWB GYPSUM WALL BOARD �u rl Q FRAME.MAIL AND FINISH AS 8. PROVIDE MOISTURE RESISTANT GWB.AT ALL TOILET ROOMS, m -- FINISH AS SCHEDULED INDICATED PTD TRIM.SEE FINISH �w M KITCHENS,AND PLUMBING ROOMS. cv SCHEDULE KNOCK-DOWN HOLLOW MTL `� d w z 1w- O FRAME.MATL AND FINISH AS 0 4 FRESH AIR \/ENT Q \ "aD •A% INDICATED �lao FLOOR ANCHORS AS REO'D PTD WD FRAME AS PER j J I SCHEDULED FINISH THROUGH ROOF O GROUT SOLID TYP W 3"i PROJECT: EQ I=Q EQ EQ MORTAR SOLID TYP Lui u WOOD DOOR Q MIN STD TO SUIT SCHEDULED DOOR.MAIL, SCHEDULED DOOR.MAIL, ��� SCHEDULED DOOR FINISH,SWING AND MIN STD TO SUIT FINISH,SWING AND 1 THICKNESS VARY AS SCHEDULED DOOR INDIAN NECK FARM INDICATED THICKNESS VARY AS INDICATED 2"TYP WD FRAME 2 _- --I1 ----- 2" - GUEST HOSUE HEAD DETAIL ois!F_ msc .— W H I 3"=1'-0" J I SCALE:3"=1'-0" 2 2"I I I 2"1 1 3375 INDIAN NECK LN I IL I 2 I I I2„ 12 I I I2„ PROVIDE "ABE5G0 FF200 FR PECONIC, NY 11958 p 1 1 1 I 1 1 I I EXPANDING FOAM" (OR EQUAL) w 1 I I I I AT ALL PENETRATIONS IN FIRE RATED WALLS AND �' w•�• l I I w�. ' FLOORS/CEILINGS. PRODUCT DRAWING TITLE: ISHOWER I I 15HONER CONFORMS TO ASTM E &14, ASTM E 84, AND UL 14�9 DETAILS, SCHEDULES & CD cm) ARA CONFORMING ALUM. � o G.O. 2 I 3" 2 11 LL SCHEDULED DOOR AND G.o. PLUMB. (D/W/V) RISER DIAGRAM THRESHOLD o o FRAME o SCHEDULED DOOR AND - -- SCHEDULED DOOR AND � � � 2 -T----- 2 o O -- --I----- r-- -r i I I- ---1 NOTE: FRAME o ? _ _ ---- -T- -1 I I 1 I I 1 I I ALL PLUMBING WORK FRAME w ¢ ,, cr u r-- T I I I I I i I I I SHALL CONFORM TO Z I I I I I I 1 1 I I I I LOCAL PLUMBING CODE PAGE' SCHEDULED FLOOR FINISH z "'°° z I� IL 12" 12.. 2"1 1 2„1 2'1 2 1 I 2„I 2"1 2"1 I (N.LC.) ���* i� SCHEDULED TILE I I I 21 I I 1 1 I 1 I 1 CLEAN OUT I I I I i I 1 12„ 3' i 2�� A5 REQ'D — 0 01. 114. IPROVIDE F.A.I. FF_ 2" 1- , 1 I I- " - " I ISHowER 1 SHOWER °W DATE: 08 08 23 >_ /, G.O. 3„ 3„ 2' 3„ 2" / / 13 OF 20 -' w a ---- Cl CONG FLOOR SLAB CONC FLOOR SLAB CONC FLOOR SLAB o G.O. 0 0 4„ o � � 4" HOUSE _ 0- 2MAIN DRAIN G.O. . 'GE71r;'C �. z z z „ o 4 TO SEPTIC MIV �jl� SIN N SYSTEM SILL DETAIL @ EXTERIOR DOORS SILL DETAIL @ BEDROOM DOORS SILL DE�A.IL@_ BATHROOM DOORS r SCALE: "=1'-0" SCALE:3"=1'-0" �"4�w �� ht FLUME31NO RISER D I AC i;ZAM SCALE: NTS ENSURE NEW 8 EXIST. EXTERIOR WALL STUDS SUFFICIENTLY FASTENED To EXISTING FOUNDATION. Q PROVIDE 3" (MIN.) GONG. COVER PROVIDE STRAPPING b NAILING AS PER PROVIDE 5" (MIN) GONG. COVER OF ALL REBAR WITHIN P. GONG. 0-l) CONNECTION 'E' IN"TYPICAL NAILING/STRAPPING OF ALL REBAR WITHIN P. GONG. lD W O z REQUIREMENTS FOR UPLIFT,SHEAR, $ LATERAL FOUND. WALLS P. GONG. FTG'S. p o- FOUND. WALLS 8 P. GONG. FTC'S. p z p p RESISTANCE" ON FACE 6-005 ® EA. STUD. E HEIGHT OF EXISTING tL O X HEIGHT OF EXISTING Ll o z0 DEMOLISH PORTION OF EXIST. _W_I v FLOOR STRUCTURE Q�lu� WHERE NEW EXTERIOR WALL STUDS, PROVIDE NEW FLOOR STRUCTURE ►L O w L= FOUND. WALL AS REQ.'D BY d P.T. SILL PLATE UPON SILL SEAL UPON COPPER 2"xb" P.T. SILL PLATE; w to PAP• FLOOR HOT. w N 2"xb" P.T. SILL PLATE; Ill fl d PROVIDE STRAPPING TO > TERMITE SHIELD PROVIDE STRAPPING TO �O t j Q .� F.J. PER CONNECTION 'DI' IL J LL 0. -L PROP. CALV. METAL FLASHING F.J. PER CONNECTION 'DI' '� ON PACE 6-005 O = PROP. 6ALV.METAL FLASHING PREVENTING ON PAGE 0-005 O V W PREVENTING ANY DIRECT c 0 O ANY DIRECT GONTAGT OF LUMBER w/GONG. PROVIDE INSULATION BETWEEN a O CONTACT OF LUMBER w/GONG. 10 �= i PROVIDE INSULATION BETWEEN p- � � � (p CAVITIES PER ENERGY TABLE NEW 5/8"(P HOOKED ANCHOR N= (WHEN APPLICABLE) BOLTS ® 34" O.G. w/5" SQUARE CAVITIES PER ENERGY TABLEHASHER dENDNUT (WHEN APPLICABLE) _ Q NEW #5 HOR. REBAR SPACED VERTICALLY 0 L0 Z NEW FLOOR SYSTEM NEW FLOOR SYSTEM •_ T_ T_ A5 NOTED ON PLAN ® 12" O.G. 4 HORIZONTALL ® 48" O.G.; AS NOTED ON PLAN � N DRILL d EPDXY PIN 4" INTO EXIST. FOUND ANGHORN 6 EPDXY (OR EQ.) STREN6TH c Q U O c m 4- � GRADE _c O 4- Ln PROP. F.J. PER PLANS PROP. F.J. PER PLANS V.I.F. N Q c 0 0 V.I.F. EXISTING STONE Q e- � O EXISTING STONE n 1 #5 HOR. CONT. REBAR ® d I -FOUNDATION WALL NEW 5/8"(P HOOKED ANCHOR °!1' ' `(f �IJ - z I I I I I I I I �` FOUND. WALL TOP OF NEW FOUND. HALL 8 \. r - NEW #4 HOOKED VERT. REBAR BOLTS ® 39" O.G. w/3" \ 1- BENEATH EXIST. FOUND. :11° I I SPACED HORIZONTALLY a� 4b" O.G.; SQUARE WASHER d ENDNUT1— WALL (2 TOTAL);MAY OMIT j1 I DRILL d EPDXY UNDERPIN b" INTO REBAR BENEATH EXIST. _ = d11 " I _EXIST.FOUND WALL USING QU EPDXY — #5 HOR. CONT. REBAR WALL IF NEW UNDERPINNED II I HIGH-STRENGTH ANCHORING EPDXY z PORTION ONLY 12" DEEP. 8" 4' Z — z TOP k BOTTOM OF NEW II . a II ° _d I �i (OR EQ.)I I I I I I FOUND. WALL (2 TOTAL) #4 HOOKED VERT. #4 HOOKED VERT. °II � • m REBAR® 48" O.G. _ -� = I = _ _ ( 1 ASPHALTIC m REBAR ® 48" O.G. (3) #5 HOR. CONT. REBAR ila a' • m `fl 13 DAMP PROOFING 11a' - n , m 11 I - j -TO EX ERIOR II �✓ W j1° I •al II 4" P. UN-REINFORCED li �iA. Z I I 4" P. UN-REINFORCED II L- ,,E�y #5 HOR. REBAR SPACED GONG. SLAB d • II GONG. SLAB =_ -- °a • ,e Q d II ° •11.° ' '° a I ° HORIZVERTI ONTALL ® 48' O.G.; <L _ ° : . DRILL $ EPDXY FIN 4" INTO m ' L USINO ° UIKRETE IH 6HEXIST. FOUND —55LTREN6 H r b MIL POLY I _ _ b MIL POLY ANCHORING EPDXY(OR EQ� �/ III -MOISTURE RETARDER- --4" RETARDER— 3 PROP.P. GONG. FOUND 4" GRAVEL BASE- „I'-4" Y.I.F. -WALL (MIN. 4p00 PSI),- 4'I GRAVEL BASE - UNDERPINNED BENEATH COPROV. CLEANMPACT FILL DEPENDANT ON WIDTH OF EXIST. FOUND HALL • — FOUNDATION WALLEXIST COMPACT FIALL I I I ) I I I I I I 1 1 1 I — m 3" LEADER OUTLET TO BE PROP. P. GONG. FOUND WALL W DRILLED THROUGH THE SIDE (MIN. 4,000 PSI), PINNED TO OF THE LVL ; PROVIDE EXIST. BASEMENT FOUND. WALL ALUMINUM FLASHING AROUND THE LEADER WHERE THE INCISION IS OCCURRING FOUND. WALL DETAIL (© CRAWLSFACE NALL) 2 FOUND. MALL DETAIL (® BASEMENT NALL) Q PROVIDE 2X A-402.01 SCALE: 3/4" = I'-O" A-402.01 BLOCKING SCALE: 3/4" = 1'-0" PROVIDE (2) " PROVIDE BITUTHENE LAG BOLTS 2'-0" LAP ui LIQUID MEMBRANE ITYPJ o OVER ALUMINUM HORIZONTAL REINFORCEMENT OF FOUNDATION WALLS a FLASHING PROVIDE STEPPED FOUNDATION WALLS 6'-O" OR GREATER IN HEIGHT WITH Z Z ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS: —————————— -- — —-- > U I PROVIDE ALUMINUM FLASHING; NEW #4 CONT. HOR. REBAR 6'-8": #4 REBAR ® BOTTOM, MIDDLE, d TOP OF WALL (3 TOTAL) I I II Lr F ® TOP d BOTTOM L) >8': #4 REBAR® BOTTOM, MIDDLE THIRDS, B TOP OF WALL (4 TOTAL) ___ - - - _— I Z 1- ENSURE WHAT THE FLAS+�ING NEW P. GONG. FOUND. FOUND WALL (2 TOTAL) ____ GONERS ALL CORNERS OF THE WALL (MIN. 4,000 PSI) t a GUTTER AND GOES OVER THE = I II II w EDGES ON BOTH SIDES IN NEW #b VERT. I I i z o REBAR ® 52" O.G. _______ __ _ II O it \` EXIST. FOUND. WALL I U ORDER TO DECREASE Lu PENETRA HATER N V I PROVIDE A 1" X 11" THRU BOLT - \ \ - - . d _ °,. I . . d • 1 a• a d GRADE #5 REBAR(TYP.) D I i I I z a - I NEW #5 HOR. REBAR a 8 d . a ° ° ROVIDE a tl (COUNTER SINK) I SPACED VERTICALLY A __ II d ° n I O 2 -- I 2X8 R.R. - ---` ° 12" O.G.;DRILL d ° .,d.,'e -- I----°---------- -__ --d #5 BENT PROVIDE= A I X 10 FASCIA I BII°. °N a <• -d.N, p EPDXY PIN 4" INTO I I V II a d d° ° ° ° a ° II ° d ° ° .d •a a e a II O e d a` REBAR (TYPJ N I I I J I EXIST. FOUND. WALL II ° PROVIDE -7 2�� MICROLAM LVL USING QUIKRETE - �L •Q _n e ° e ° , d° • N. < , I "' w PROVIDE A DOUBLE TOP PLATE. HIGH-STRENGTH - _-a° °e ° •• ° : ° Zit GREATS AN INSIGION FOR THE ANCHORING EPDXY 11 d • II d° •�r ° I N g O RIP (2) LVL TO 2 �" WITH -L"X 2 (OR EQUAL) • • ° I I q ° d , a 2 LEADER TO RUN THROUGH THE TOP u • . ° :d ° n °. I I I W a o 2" PLYWOOD BETWEEN PLATES AND EXISITNG FRAMING ii j ° I d a o I Ej PROVIDE A I BY CEDAR SOFFIT = __ 11 d°' ° ° a ,qII ° . d a?. IL I o WALL �4" Q" 11 • Q.a OQ N a}..—, ILL IX n . .. ° • e •. .d� II 'a O 11 PROVIDE -7 MICROLAM LVL FRAMED MINI . . !,ii d° • °. a 1f ° tl •. ud° d WITH 2X6 II ! '. a ° If• _.__-�- _ -=a=-__-__=___- II------ -- II ° • C ° a° II it dJ e< -fl------___ - M CNI 11 a 'Fii • °al , e II - CORNER GONNECTI ON u; d °° a °° • .1111 tl a' N 3" LEADER TO RUN °. . aI a - _____< __ —Fi— ------------� _ = �___a c 1t1 a— Q 00 THROUGH WALL; PROVIDE n^ •. ° m n IIII• ° o d • • ° aO` REBAR OVERLAP�P DETAIL- L STUD ON EACH SIDE OF C— ----= it ° ° .� e v — — _ 1 THE GUT THAT WAS NEW #5 HOR. REBAR II =e- d •11== 7111-------- --ca V.I.F. NUMBER OF STEPS REQUIRED A-402.01 PROJECT: CREATED FOR THE (3 TOTAL) - DRILL 8 d <.e I I '1�n ° ° II11 SCALE: 3/4" = I'-O" LEADER PIPE EPDXY PIN 6" INTO . I N D IAN NECK FARM EXIST. FTC. USING II d ° d II• • °' 1�-^ _I�_-= a PROVIDE 3" (MIN.) GONG. COVER QUIKRETE 8;' II �_____ _ _`� a ^-IT r °T° u _-e OF ALL REBAR WITHIN P. GONG. HIGH-STRENGTH °Iln FOUND. WALLS 8 P. GONG. FTC'S. ANCHORING EPDXY =_ ----=a ;;11 . J1. ... a GUEST H OS U E (OR EQUAL) Ile =_ �__ Ii .a NEW #4 BENT VERT. REAR ® Ib" O.G. f—�I DDN C UTTER/LDR DETAIL II11 a HOOKED BENEATH HORIZ. REBARJill _ - d11 ull "11 3375 INDIAN NECK LN _ _ __ NEW I6" WIDE x 8 DEEP. P. GONG. A-40�_.0I lLT-- ��-- STEPPED FT6. (MIN. 4,000 PSI) SCALE: 1" — It-0" IJ It — a-- 11 a a , PECONIC, NY 11958 EXIST. FT6. (V.I.F.); IF NO tYl 4 5" MIN. NEW#5 HOR. REBAR (3 TOTAL) EXIST. FTC. EXTEND d MIN. PIN ONLY MIDDLE DRAWING TITLE: REBAR 4" INTO EXIST. FOUND. WALL PLUMB. (SUPPLY) RISER DIAGRAM GAS RISER DIAGRAM STEFFED FOUNDATION DETAIL (NEVI BASEMENT ENTRY) DETAILS A-402.01 SCALE: 3/4" = 1'-0" PAGE: A-402m0l BRICK CHIMNEY REINFORCEMENT: PROVIDE REINFORCEMENT OF NEW BRICK CHIMNEY THROUGH EACH OF THE FOLLOWING METHODS: I. GROUT (1) #4 VERT. REBAR IN EACH OF THE DATE: 08/08/23 �4 OF 20 BRICK CHIMNEY CHIMNEY'S INSIDE CORNERS,EXTENDING THE FULL HALL HEIGHT OF CHIMNEY. 3" 3' MIN. MIN. 2. PLACE #4 HOR. REBAR IN MORTAR BEDS ® IS" O.G. STEEL L-BEAM HDR, VERTICALLY d TIE TO VERT. REBAR w/#2 PER PLANS (SINGLE WYTHE); IF DOUBLEHY STIRRUPS. DOUBLE PROVIDE 5. ANCHOR CHIMNEY TO BUILDING FRAME AT EACH DOUBLE STEEL FLOOR w/(2) 1" WIDE x L-BEAMS INSTALLED STEEL HEADER EMBEDDED I2" MIN. INTO CHIMNEY. STRAPSSTRAPS PAGE-TO-PAGE) PER PLANS BE BENT INTO A J-HOOK w/SHORT LEO OF HOOK b" � .'. �1 BRICK CHIMNEY WALL MIN, HOOKED AROUND VERT REBAR FURTHEST FROM ,� ' i� "� (BEYOND) BRICK CHIMNEY ANCHOR POINT, d GROUTED IN PLACE. FASTEN 2 . :', '' Q :� BUILDING END OF ANCHOR STRAP TO BLDG. USING r AT LEAST (2) j"� BOLTS OR LAG SCREWS. F I REFLACI= LINTEL DETAIL CH I MTV ENr REINFORCEMENT NOTES A-402.01 SCALE: 3/4" = I'-O" EXIST. EXTERIOR SHEATHING Q PROVIDE BEAM SPLICEEXIST. SIDING MATERIAL Q CENTERED ABOVE COL. W WHEN NOTED ON PLANS BUILDING PAPER d HOUSE WRAP W Q TO FULLY OVERLAP FLASHING FLOOR SYSTEM AS FLOOR SYSTEM AS 81I (4) 3/8" H.D.O. LAO EXIST. STUD WALL ...I GAP FOR M NOTED ON PLAN NOTED ON PLAN \ BOLTS (PREDRILLED) DRAINAGE 5/4"xb" COMPOSITE NEW STL. GAP PL. 'A', 'B', NEW 5TL. GAP PL. 'A', 'B', DEGKIN6 N.O.N. ON PLAN/ In OR 'G' (PER BEAM GONFIGJ FLOOR WOOD BEAM OR 'G' (PER SEAM GONFI6J FLOOR WOOD BEAM - - - - - /�� - - "Z' FLASHING zzz. SECTION/DETAILS) : O) O WELDED TO COL.;SEE GAP AS NOTED ON PLAN AS NOTED ON PLAN o \ - _ WELDED TO COL.;SEE GAP / PL. DETAILS PL. DETAILS _ 1 \ _ _ _ _ _ _ _ .` � NEW 3-I/2" O.D. SGH 4o NEW 3-1/2" O.D. SGH 40 I - p NEW BASE PLATE 'A' HOT DIP GALV. 5TL. COL. HOT DIP GALV. 5TL. COL. O O - FLASHING -N NEW BASE PLATE A ol WELDED TO COL.;SEE (ASTM AI23) A5 PER WELDED TO COL.;SEE (ASTM AI23) AS PER \\ / DRIP EDGE P.T. DECK JOIST t` N BASE PL. DETAILS FOR FOUND. PLAN BY SIMS BASE PL. DETAILS FOR FOUND. PLAN BY SIMS - - - - COUNTER AS PER PLAN O � Z BOLTING STEEL (OR EQUAL) BOLTING STEEL (OR EQUAL) 3/8" THK. PL. JOISTS AS PER PLAN FASTENED w/(2) FLASHING P. GONG. SLAB (EXIST. OR P. GONG. SLAB (EXIST. OR I I 3/8" THK. H.D. 5/5" 0 x 5" LONG HEAVY DUTY GAL. X N NEW,PER PLAN NOTES); PROVIDE GOLD JOINT NEW, PER PLAN NOTES); /4 GALV. PL. LAG BOLTS ® 16" D.G. INTO MUD SILL a >t � p U PROVIDE GOLD JOINT METAL 6A LV. JOIST HANGER li RIM BD.;WHEN ® FOUND. WAL FA C AT GONG. SEAMS (TYP) PATCH AS REQ'D AT GONG. SEAMS (TYP.) PATCH AS REQ'D I�i1 w/(2) 5/8"O x 5" LONG APPROVED BY 'SIMP5ON' (OR EQUAL) ® p Q m -t v- `t MASONRY ANCHORS ® 16" O.G. EA. JOIST � 0 � L0 °ii GI I _\ AP PLATE � � "Z" FLA5HIN6 C o 0 i Q .. �/ •..i U v a C•�l • '-L�8 .• ,, L/ a �i ° cJ LrH a 1 � � o FOR CONNECTION OF STL. COL. TO (2) I-3/4 WIDE EXIST. FOUNDATION WALLrr-=;i= ° LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER EXIST. 6RAVEL - EXIST. 6RAVEL - -BASE _ NEW (2) #5 HOR. BASE (5) #5 HOR.° REBAR UPON (2) #5 BAR UPON (3) #5NEW 18"xI5"x12" _ HOR. REBAR (4 TOTAL) NEW 24"x24"A2" R. REBAR(6 TOTAL) L DO GON GTIO D TAIL DEEP P. GONG. PAD EXIST. FILL DEEP P. GONG. PAD _ - ST. FILL PROVIDE BEAM SPLICE I. -403.01 SCALE: I" = I'-O" +J FTC. (MIN. 4p00 P51) FTC. (MIN. 4000 PSI) CENTERED ABOVE COL. 8 (4) 3/8" H.D.G. LAG BOTTOM OF FOOTING SHALL BEAR UPON SOIL BOTTOM OF FOOTING SHALL BEAR UPON SOIL WHEN NOTED ON PLANS BOLTS (PREDRILLED) 3'-0" MIN. BELOW GRADE;EXTEND FOOTING 3'-0" MIN. BELOW GRADE;EXTEND FOOTING - - - -- - - n , BENEATH SLAB TO THIS DEPTH AS REQ'D BENEATH SLAB TO THIS DEPTH AS REQ'D - VJ _v - - - P.T. D.J. AS SIMP50N GALV. LUS JOIST • PER PLAN HANGER(OR EQUAL) ® EA. J015T -I}- �{ I 5/4"xb" P.T. DECK BOARDS Ed I -IT AP.T. BEAM AS NOTED U STL.. COL. 18"xO"xl2 " PAD FTO. DETAIL - STL. COL. 24"x24"x12 " PAD FTO. DETAIL - - ON STRUCTURAL PLANS A-403.01 A-403.01 3/8" THK. PL. 11 I 11 5/8" THK. H.D. ' _ " SCALE: 3/4" = 1'-0" �L� /4 I _- SCALE: 3/4 1 -O GALV. PL. iv GAP PLATE 'B' I I., •11 GRADE ` (f ENSURE NEW b EXIST. EXTERIOR ENSURE NEW 4 EXIST. EXTERIOR 1 I I I" ^ n \ PROVIDE 3" (MIN.) GONG. COVER WALL STUDS SUFFICIENTLY PROVIDE 3" (MIN.) GONG. COVER WALL STUDS SUFFICIENTLY l I" I t (Lj' W Q FASTENED TO EXISTING FOR CONNECTION OF STL. COL. TO (5) 1-3/4" WIDE NEW SIMPSON 6LB BEAM SEAT Y f •11•• OF ALL REBAR WITHIN P. GONG. �r 0 Z FASTENED TO EXISTING OF ALL REBAR WITHIN P. GONG. O Z FOUNDATION. PROVIDE CONNECTOR; INSTALL PER MANU. I t I I FOUND. WALLS 4 P. GONG. FT6'S. 0 V- FOUNDATION. PROVIDE FOUND. WALLS 8 P. GONG. FTG'S. p py- LVL LUMBER OR (3) 2 WIDE OR (4) 2 WIDE O Ll z STRAPPING d NAILING AS PER O Q► STRAPPING d NAILING AS PER SPECS. b PROVIDE FLASHING AT Z Z CONNECTION 'E' IN "TYPICAL DIMENSIONAL LUMBER OR 5.25" WIDE PSL ANY WOOD/GONG. CONNECTIONS u' u .. tLL 0 X O CONNECTION 'E' IN "TYPICAL tL O X O H to 1- NAILING/STRAPPING F NAILING/STRAPPING HEIGHT OF EXISTING p Q HEIGHT OF EXISTING Ll Q REQUIREMENTS FOR UPLIFT, i FLOOR STRUCTURE lu u X� REQUIREMENTS FOR UPLIFT, FLOOR STRUCTUREtlj x 12"(P 'SONOTUBE' FILLED tit N o w SHEAR, d LATERAL RESISTANCE" U)W 0 t j SHEAR, d LATERAL RESISTANCE" O O SOLID w/P. CONC. F R�J QL ON PAGE G-003 ® EA. STUD. Q 0 tL w ON PAGE 6-005 ® EA. STUD. Q 0 IL W (MIN. 4,000 PSU PROVIDE INSULATION 0 = PROVIDE INSULATION r PROVIDE BEAM SPLICE Q II a O �� O WHERE NEW EXTERIOR WALL (� BETWEEN CAVITIES Q H WHERE NEW EXTERIOR WALL BETWEEN CAVITIES a _1 STUDS,PROVIDE NEW P.T. SILL CENTERED ABOVE COL. (4) 3/8" H.D.G. LAO PER ENERGY TABLE 0- STUD5, PROVIDE NEW P.T. SILL PER ENERGY TABLE PLATE UPON SILL SEAL UPON WHEN NOTED ON PLANS BOLTS (PREDRILLED) (WHEN APPLICABLE) PLATE UPON SILL SEAL UPON (WHEN APPLICABLE) COPPER TERMITE SHIELD COPPER TERMITE SHIELD - - - - 12 DECK BEAM SEAT DETA I L NEW FLOOR SYSTEM NEW FLOOR SYSTEM o � (� AS NOTED ON PLAN NEW P.T. LEDGER BD. AS NOTED ON PLAN NEW P.T. LEDGER BD. \ II A-403.01 FASTENED TO EXISTING FASTENED TO EXISTING - - - - - - \ /2 SCALE: 3/4" = I'-O" FOUNDATION AS PER FOUNDATION AS PER STRUCTURAL PLAN NOTE STRUCTURAL PLAN NOTE 1 h I I W - - A_ / O z a GRADE GRADE \ ENSURE NEW 4 EXIST. EXTERIOR WALL STUDS Z PROVIDE 3" (MIN.) GONG. COVER SUFFICIENTLY FASTENED TO EXISTING FOUNDATION. Q = PROP. F.J. PER PLANS PROP. F.J. PER PLANS o - - -- -- OF ALL REBAR WITHIN P. GONG. �-l9 O z PROVIDE STRAPPING d NAILING AS PER j V -7z::d _j w w FOUND. WALLS Q P. GONG. FTG'S. p0 Q F CONNECTION 'E' IN "TYPICAL NAILING/STRAPPING � , I 3/8" THK. PL. 1� 11 � �Z REQUIREMENTS FOR UPLIFT,5HEAR, d LATERAL_ �- I „ IL O X 0 RESISTANCE" ON PAGE 6-003 ® EA. STUD. Z (- FLOOR WOOD BEAM AS / 3/S THK. H.D. I-w FLOOR WOOD BEAM AS NOTED ON PLAN;STRAP TO 4 Q Q a V NOTED ON PLAN;STRAP To_ — GALV. PL. w w EA. F.J. PER CONNECTION EA. F.J. PER CONNECTION N cl 13 WHERE NEW EXTERIOR WALL STUDS, PROVIDE NEW to 'D2' ON PAGE 6-005 'D2' ON PAGE 6-005 IL O 0 GAP PLATE G 0 v'K J TERMITE 5 IELDP.T. SILL PLATE UPON SILL SEAL UPON COPPER 00. HEIGHT OF EXISTING O V NEW STL. GAP PL. 'A', 'B', NEW STL. GAP PL. 'A', 'B', ( FOR CONNECTION OF STL. COL. TO (3) 1-3/4" WIDE LVL FLOOR STRUCTURE 0.N-' w OR 'G' (PER BEAM GONFIGJ I1_0 OR 'G' (PER BEAM GONFIG.) I_0 �� PROP. GALV. METAL FLASHING PREVENTING Z Q -EXISTING STONE- WELDED TO COL.;SEE GAP — I I WELDED TO COL.;SEE GAP LUMBER OR (3) 2 WIDE OR (4) 2 x WIDE DIMENSIONAL PL. DETAILS FL. DETAILS LUMBER OR 5.25" WIDE PSL, AS WELL AS (2) 1-3/4" WIDE - ANY DIRECT CONTACT OF LUMBER w/GONG. O = FOUNDATION _ _FOUNDATION - LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER EXISTING STONE WALL WALL NEW FLOOR SYSTEM AS NOTED ON PLAN J j NEW 3-1/2" O.D. SGH 40 NEW 3-I/2" O.D. 5GH 40 g 10 HOT DIP GALV. STL. COL. HOT DIP GALV. STL. COL. w a. p (A5TM A123) AS PER-. (A5TM AI23) A5 PER Q 1 i V I F 6RAIDE cr W FOUND. PLAN BY SIMS FOUND. PLAN BY SIMS CJ O - STEEL (OR EQUAL) STEEL (OR EQUAL) O _j EXISTING STONE V � � I -FOUNDATION WALL NEW BASE PLATE 'A' NEW BASE PLATE 'A' \ 11 I/21' #5 HOR. CONT. REBAR ® ( I I I I I I I WELDED TO COL.;SEE WELDED TO COL.;SEE TOP OF NEW FOUND. NEW #4 HOOKED VERT. REBAR BASE FL. DETAILS FOR BASE PL. DETAILS FOR �4II SPACED HORIZONTALLY ® 45" O.G.; I,,, WALL (2 TOTAL);MAY DRILL d EPDXY UNDERPIN 6" INTO N BOLTING BOLTING OMIT BOTH IF NEW � FOOTING ONLY 12" DEEP. -EXIST. FOUND WALL USING QUIKRET'E PROVIDE GOLD JOINT PROVIDE GOLD JOINT Z HIGH-STRENGTH ANCHORING EPDXY ! AT GONG. SEAMS (TYP.) AT GONG. SEAMS (TYPJ 3-1/2" O.D. SCH. 40 HOT -Q -(OR EQ.) I I I I I o O P. CONC. SLAB (EXIST. OR P. GONG. SLAB (EXIST. OR DIP GALV. STL. COL. O #4 HOOKED VERT. -� NEW, PER PLAN NOTES); 1 NEW,PER PLAN NOTES); - (ASTM A123) AS PER m REBAR ® 48" O.G. I = - _ ' I PROJECT: PATCH AS REQ'D PATCH AS REQ'D - _ PLAN WELDED TO PL. II m ASPHALTIC J; ` LL ° ,, 8"x8"x3/8" THK. (3) #5 HOR. CONT. REBAR a I I -TO EXTERIOR I N D I A N NECK FARM ° DAMP PROOFING ^ lXv v i ' .� u v � -c- - -- STL. BASE PL. 1 4" P. UN-RONC. SLAB B a. _z I �_ ^n� o (4) 1/2 HOOKED ANCHOR II G U EST H OS U E EXIST. BASE NEW (2) #5 HOR. EXIST. G AVELSASE- I j I I NEW(5) #5 HOR. - JI BOLTS EMBEDDED INTO a II _ II ( � 3 REBAR UPON (2) #5 I I I 3 REBAR UPON (5) #5 _ FOOTING MIN. 4 w/ OVERSIZED NEW IS"xl8 xt2 ( HOR. REBAR (4 TOTAL) NEW 24"x24 HOR. REBAR (6 TOTAL) WASHER AND END NUT SETUP m DEEP P. GONG. PAD J EXI5T. FILL I EXIST. FILL I I ( I ��, 6 MIL POLY _ I I ( 3375 INDIAN NECK LN MOISTURE RETARDER— DEEP P. GONG. PAD 3' _ FTG (MIN. 4,000 PSI)-- FTC. (MIN. 4p00 PSI) I PROP. P. GONG. FOUND �_.__-___.__ I I I _ I I 4" GRAVEL BASE- I'-4" V.I.F. -WALL (MIN. 4,000 PSI),- PECONIC, NY 11958 845E PLATE 'A' I ( DEPENDANT ON WIDTH OF EXIST. UNDERPINNED BENEATH BOTTOM OF FOOTING SHALL BEAR UPON SOIL BOTTOM OF FOOTING SHALL BEAR UPON SOIL - PROV. GLEAN- EXIST. GRAWLSPAGE FOUNDATION WALL 3'-0" MIN. BELOW GRADE;EXTEND FOOTING 3'-0" MIN. BELOW GRADE;EXTEND FOOTING COMPACT FILL FOUND. WALL BENEATH SLAB TO THI5 DEPTH AS REQ'D BENEATH SLAB TO THIS DEPTH AS REQ'D I I I I I ( III I I I I I DRAWING TITLE: DETAILS 8 STL. COL. 18"x 18"x 12 " PAD FTO. DETAIL q STL. COL. 24"x24"x 12 " PAD FTO. DETAIL ® STL. COL. CAP 4 BASE PLATE DETAILS l� FOUND. MALL DETAIL (UNDERPIN ONL`I ), A-403.01 _ „ A-403.01 SCALE: 3/4„ - I -O SCALE: 3/4" = I'-O" A-403.01 SCALE: 3" = I'-O" A-403.01 SCALE: 3/4" PAGE: A-1114 03mO DATE: 08/08/23 15 OF 20 I(-,' F-D At?CA d i F: ay Q 0 W J p HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SPEC.'s; PLANS AND NOT PROJECTING MORE THAN 414:2" INTO Q +r LN PITCHED METAL STAIRWAY;SEE HANDRAIL &RIP SIZES ADJACENT JOIST HANGER BY 'SIMP55ON' OR EQUAL r _ \ F I N I SHED SECOND FLOOR `v • O � M p •� Lo z d- D- - I142" MIN. SPACE BETWEEN 0 U I 0 O � WALL AND HANDRAIL m -w > 5/4" PINE RISER \ -c , ++ ln %4" PINE TREAD STANDARDS FOR GRIPPABLE HAND RAIL Q O � m O (� > SCALE: NTS 10" �X O OR055 SECTION MIN �?z HANDRAIL CIRCULAR NON-CIRCULAR I" ROUNDED NOSING ��Q CLEARANCE w/Y4" RADIUS t , (NOT INCLUDED IN / T • — TREAD DIMENSION) !4 / 2I,4 / v > MIN. METER MAX. M N VJ 4-- tu / / / -�-- Utu to > (3) 2"xl2" STRINGERS ® w/R-21 � INSULATION, IF UNDERSIDE IS FACING STORAGEMON-HABMAL SPACE - > STORAO E UNDER Y2° GYP. BD. \ nn l� (NHEN APPL I CALBE) 0 TREATED 2"xIV SILL FOR CONTACT w/GONG. (IF APPLICABLE) > I FINISHED FIRST FLOOR W J m Fa- w W Z O INTERIOR STAIR DETAIL ' _ W U J A-501.01 W w SCALE: 3/4" = 1'-0" o z � Q U w 0Ir H O. w vi N w _C7 to z OS HV PANTRY � V UPPER GAB. J CONGEALED WITH ADJ. Ui W HOOD SHELVES Z m z go � W BACKSPLASH TILE O N O � U 24" COLUMN _ _ FRIDGE /FREEZER BAR SINK N MICRO uj O Q 0 PROJECT: Li � 2'_6„-- I INDIAN NECK FARM G U EST H OS U E (5) KITCHEN ELEVATION SGE: 12 I -O (4) <I TGHEN ELEVATION SCALE: I/2" I'-O" - 3375INDIAN NECK LN 8 PECONIC, NY 11958 = = DRAWING TITLE: DETAILS ENLARGED KITCHEN PLANS Li -OPEN SHELVING �ROi�Oc.� D INTERIOR ELEVATIONS -- - K I TGHEN e CONGEALED HOOD I PAGE: A-501mol 5„ BACKSPLASH TILE + OQ� 2 I I I 1 ;�m Hi GOOK TOP AND DATE: 08/08/23 16 OF 20 OVEN WATERFALL FALL + W OPEN TO HALLWAY o o + ?,!r-®ANC'fi f WINE/ BEVERAGE FRIDGE Ll J ��U �y< �:A A (S) KITCHEN ELEVATION (2) K I TGH N L V TI ON (1) ENLARGED KITCHEN PLAN SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" Q LL I LLI o KITCHEN SCHEDULE w ^' Q `� CODE DESCRIPTION C �1 J - I � � 0 _ T- WALL BASE � -� � 5ATH. 2 - N } of B-, 4'COVED WALL BASE O � In z d- FLOOR � •0 �N EQ —EQ. SHOWER HEAD W-1 EXISTING WOOD FLOORS TO BE REFINISHED � O CD 0 0 m PAINT N O 4-+ r-5LNEKAL.PAINT c p 0 .. BENJAMIN MOORE-DEC-ORATORS WHITE Q e- :2 0 3" -6" 3" FINISH.DOOR FRAME, T PROVIDE 2'X2'MOCK LOP AT HALLON T�E FOR C \\ TILE APPROVAL A-1 GFI T-1 NEW FLOOR TILE + dJ � O T-2 NEW TILE WAINSCOT 5'-0' — P-31 MILLWORK U y_t KITCHEN CABINETRY M --�t FORMICA OR APPROVED EQUAL-0161-56 FC6;MATTE FINISH l I I -y CABINETRY FORMICA BATHROOMOR APPROVED EQUAL- 1520-410 INFINITY 6LOSS FINISH O STONE • E3ATH. KITC+EN CA%kn7ERTOP + DRAIN -1 CAESARSTONE 4055 R146ED CONCRETE,2CM THICKNESS c _2 BATHROOM COUNTERTOP r 1 GAESARSTONE*"5 RU66ED CONCRETE,20M THICKNESS EQUIPMENT E -1 STOVE +HOOD CD REFRI6ERATOR AN (10) BATH #5/4 ELEVATION 0-73 DISHWASHER n Q� SCALE: 1/2" = I'-O" SCALE: 1/2" = I'-O" ® WINE COOLER WASHER/DRYER COMBO PLUMBING FIXTURES P-1 I KITCHEN SINK rP----21 BAR SINK rp----31 BATHROOM SINK N rP---41 TOILET m Hw P-5 TUB/SHOWER COMBO Z Z >aa TP 61 STANDING TUB W C.)W w PQ SHOVER W/BENCH I- P-8 1 POWDER ROOM SINK N Z ACCESSORIES O m I= a SHOWER HEAD A-1 MIRROR N LLI � ® BATH, A-2 TOILET PAPER HOLDER z a O = F= U CONFIRM ALL FINISHES WITH OWNER PRIOR TO INSTALLATION. � W SOAP NICHE w LL 0 _w en m Z z go w ao cr w oN 0 O J V w D 0 o M N DRAIN 0 o ui O O PROJECT: I AN Yb �# -tLE/\\VA/Tho INDIAN NECK FARM SCALE: I/2" = I'-O" SCALE: I/2" = I'-O" e GUEST HOSUE 3375 INDIAN NECK LN PECONIC, NY 11958 DRAWING TITLE: 8 \ E0. Ea. EQ.-- -_ ENLARGED BATH PLANS / INTERIOR ELEVATIONS lu I-oeio 20 0� PAGE:\ JL— to \ A-1 A-1 _ A-502mOl GFI tp \ p YB-1 + r \ \ \ \ P-3 GFI P-3 r P-2 EQ�EO — DATE: 08/08/23 17 OF 20 tu 2'-0" BENCH A-2 / FA--2 P-4 2'-O" BENCH a \ p tv — / v P-4 \ P-6 /� 1�1 v P-6 tV r '-Oyg" MW ? x \ e BATH. #I + }> 66 (5) BATH #1 ELEVATION (4) BATH #I ELEVATION (5) BATH #I ELEVATION (2) BATH #I ELEVATION (1) ENLAROED BATH #1 PLAN SCALE: 1/2" = I'-O" SCALE: 1/2" = I'-O" SCALE: 1/2" = 1'-0" SCALE: 1/2" = P-O" SCALE: 1/2" = I'-O" ` `�. ` OF Alt (5ENERA\L _ EXISTING TO BE DEMOLISHED yNyEEPq PARTIAL OODD FRAME (L.G 5TL. UJI 0 WHEN APPLICABLE) EXISTING TO REMAIN -I M NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) c� Q N NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL O O POST FOR 4" WALLS WOOD FRAME (L.G. STL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. +, N } 0 NEW 2-HR FIRE RATED L WOOD FRAME (L.G. 5TL. 0 �_ Ln Z 1q_ WHEN APPLICABLE) 0- .p w >, 0 6 N 1 STRUCTURAL PLAN NOTES SOIL BEARING CAPACITY NOTE: POST 4 COLUMN DESIGNATIONS: POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED 0 0 m -t r- STRUCTURAL ME51ON OF FOOTIN55 ASSUMES A 501E L 0 -1-� Ln AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY SINGLE SPAN STRUCTURAL MEMBER: BEARING CAPACITY OF 1.0 TON/S.F. SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED -4-r N -f-j O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD O 0 ACROSS MULTIPLE SPANS. PROVIDE 5FLIGES DIRECTLY FRAMING REOUIREMENT5. ^� r 0- 0 ABOVE INDICATED PO5T5/BEAM5. (`I✓) OSTACKED POST/COLUMN: POURED CONCRETE AND STEEL REINFORCEMENT NOTES: �42� (2) 2"x4" POST B2 (2) 2"xb" POST LOCATE INDICATED POST OR COLUMN ASOVE/BENEATH _ �u POST OR COLUMN ON FLOOR BELOW/,ABOVE. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT EXTENDED FRAMING TO ROOF RAFTERS: FOUNDATIONS BY AN ANGLE OF 45" PROJECTED OUTWARD AND A3 (5) 2"x4" POST B3 (5) 2"xb" POST O PROVIDE FRAMING EXTENDING FROM WALL,BEAM,OR DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. HEADER(BELOW) TO SUPPORT R.R (ABOVE). 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION A4 (4) 2"x4" POST �--� (4) 2"xb" P05T INTERIOR LOAD BEARING WALL (ABOVE): SHALL BE OE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR 4� ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER U A5 INDICATED BY DASHED OUTLINE. ENCOUNTERED. ALIGN STUDS OF BEARING WALL5 TO LAND DIRECTLY ®--� (5) 2"x4" POST B5 (5) 2"xb" POST UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. W INTERIOR LOAD BEARING WALL: 4B 3-I/2" O.D. SGH 40 5-I/2" OD. SGH 40 AS INDICATED BY HATCHING. 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. O-�G 5TL. COL. (ASTM (fin STL. COL (ASTM UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. AI23) BY SIMS �IJ� AI23) BY 51M5 UV.I.F. EXIST. F.J. LAP LOCATION: 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED STEEL (OR EO.) STEEL (OR EQ.) • 5 1. CONTRACTOR SHALL VERIFY WHETHER EXIST. F.J. ARE CARE30N STEEL ASTMA615 GRADE 60. MM FOR SLABS DO NOT SPLICED/OVERLAPPING ABOVE EXIST. BEARING WALLS. NEED TO BE EPDXY COATED. 2. CONTACT ARCHITECT SHOULD LAP LOCATIONS b. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS PREVENT EXIST. F.J. FROM REACHING PROPOSED BEAM -201 OR BEARING WALLS. SHALL BE STAGGERED. 3 U 3. FASTEN F.J. TO PROPOSED FLUSH BEAMS USING 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN SIMPSON LUS HANGERS. PLACE AT TIME OF POURING # MAINTAIN REQUIRED CLEARANCES, CD COVERAGES, AND PLUMBNESS. V.I.F. EXIST. (2) 2"xb" V.I.F. EXIST. (2) 2"xb" ® TYPICAL LEDGER BOARD ® INTERIOR FOUNDATION: HDR(MIN. SIZE) OR HDR(MIN. SIZE) OR I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS b. CEMENT SHALL CONFORM TO ASTM G-55 FOR STANDARD WEIGHT PROVIDE NEW PROVIDE NEW / ^ 2. SECURED w/(2) 5/b" (P x 5" LONG H.D. GAL. LAG BOLTS CONCRETE. U ) ® 1b" O.G. 3. INSTALL H.D. GALV. J015T HANGERS BY 'SIMPSON' (OR n U EQUAL) L� 4. PROVIDE GALV. FLASHING BETWEEN LEDGER BD. 4 GONGETE - COLD WEATHER P RING d CONCRETE MIXTURE i CONC. FOUND. WALL OR MASONRY., I. THESE SPECIFICATIONS SH L APPLY FOR THE POURING OF 1'-0" I'-O.. " TYPICAL LEDGER BOARD ® EXT. DECK: CONCRETE IN TEMPERATU 5 UNDER 45" F IF THAT TEMPERATURE EXIST. 2"O.r 6B I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS HAS BEEN SUSTAINED FOR 24 HOUR PERIOD OR MORE. 7-Sy2 -5y2 G.J. ® 16" O.G. 2. SECURED w/(2) 5/b" 0 x 5' LONG H.D. GAL. LAG BOLTS C G G ® I6' O.G. 2. SPECIFICITY OF GONGRE DESIGN MIX SHALL BE BY OTHERS. 3. INSTALL H.D. GALV. J015T HANGERS BY 'SIMP5OW (OR 3. ALL GOLD WEATHER PREP RATIONS AND CONCRETE POURING SHALL EQUAL) CONFORM TO AGI 306. - 1 n I J 4. PROVIDE GALV. FLASHING TUCKED UNDERNEATH 51DING C� BATH. 8 BENT OVER TOP EDGE OF LEDGER BD. II 1, I I I I #2 5. SEE DETAIL II-A/403. 4. IN NO CASE SHALL GONG TE BE PLACED ON FROZEN GROUND / m O m m O M m O ro PROPOSED SURFACES. FROZEN ORO D MAY BE REMOVED OR HEATED TO I I 4 z - x p �z p d _ 3-O" BEDROOM #2 TEMPERATURES WITHIN 10' OF CONCRETE. = w- z= z iv Q I x NEW UN-REINFORCED P. GONG. SLAB � z�p z�Q I z <`+ x 7A I. NEW 4" THK. UN-REINFORCED P. 07NC. SLAB UPON - - - N 2. 6 MIL POLY VAPOR BARRIER UPON 5. IN NO CASE SHALL GONG TE BE PLACED ON ICE OR SNOW. .D NEW DBL F. . BELOW POCKET .o N QI J 3. 4" (MIN.) GRAVEL BASE REMOVE AS REOV. 1 I I 1 I I - DOOR Hk7 . POST ABOVE Al� m NEW REINFORCED P. GONG. SLAB 6. THE USE OF HEAT BLANKE S OR ELECTRIC BLANKETS ARE I I I z f- w PERMITTED WHEN NECESS RY. - - bB -1 bB 7B I. NEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M.UPON I I I I- Z 2. 6 MIL POLY VAPOR BARRIER UPON -T. FORMWORK SHALL BE AT MIN. TEMPERATURE OF 33• F OR HIGHER G G I G Q 3. 4" (MIN.) GRAVEL BASE AND SHALL BE WITHIN 10" OF CONCRETE TEMPERATURE. I I I I I I EXIST. 2"xb" U PAD FOOTING - - J - I L - 1 I G_J. ® I6" O.G_ _ PROF. PWDR ROOM w w ® b. CONCRETE SHALL BE AIR NTRAINED FOR GOLD WEATHER POURING. NEW DBL F.�. BELOW POCKET m H IS"xlb"xl2" DEEP P. CONC. PAD FOOTING AS PER DOOR HDR.. P05T ABOVE ' 0 DETAILS b-A/403 d b-A/403. - - � - + Q 9. NON-CHLORIDE,NON-GOR 51VE ACCELERANT ADMIXTURES ARE =N ^ n ^ I 14 I 1 W scl PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 �. vi PAD FOOTING - (A5TM C4414/C4a4M, TYPE G AND E). ';� I Im O In m O I m O m ( �^ I Z O 88 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER �D x 0 I I X x K x p ;fl PROPOSED 1 a O 0 DETAILS-! A/403 d 9 A/403. 10. CONSULT ARCHITECT WHEN TEEL EMBEDDMENT GRO55 5ECTIONAL z IS I z Q z Q IO STONE PATIO - _ U d AREAS EXCEED ONE 5OU INCH. I ' NEW (3) 2"xb FLUSH BM. w w PAD FOOTING (AT FIREPLACE/CHIMNEY) - Im BELOW GABLE WALL Z O ® V.I.F. EXIST. PAD FTC. SUPPORTING CHIMNEY EXTENDS b" II. ONCE CONCRETE 15 PLAG . CONCRETE SHALL NOT BE EXPOSED I I bB I CJ 1 z Q _ Z MIN. OUTWARDS FROM CHIMNEY WALLS AND 15 IN GOOD TO REPEATED FREEZING A THAWING UNTIL CONCRETE HAS I I Q Z Q CONDITION. OTHERWISE,PROVIDE NEW 12" THK. P. CONC. REACHED A COMPRESS[ STRENGTH OF b00 PSI. G G G Q' I= PROP. 2"x5" G.T. PROP. 2"x5" G.T. x( w O = FTC. EXTENDING 6" MIN FROM CHIMNEY WALLS (APPROX. - _ v�U - J L _ - - - � ® 52" O.G. ® 32" O.G. w Q Q V 4'-O"x2'-0"xl'-O" DEEP) d BEARING 3'-0" MIN. BELOW 12. PLACEMENT TEMPERATURE SHALL CONFORM TO AGI 306. O O I I 3'-b" ILD cV n w GRADE. PROVIDE #5 HORIZONTAL REBAR® b" O.G. (BOTH x x �p z m x �p PROPOSED DIRECTIONS) WITHIN NEW FTC. : I I cv Ll iv QI MODIFIED I I Icv d _ a MUDROOM w a w W NEW ATTIC AGGE55 - PULL DOWt 1 STAIR: m z ® m a BASEMENT m 2Ex8(2HD Iw z I to Z O O I. MIN. 550 # CAPACITY �p W (497 S.F.) I z NEW (2) 2"xb" Z g ~ 2.51ZE TO FIT MECH. EQUIP. THRU OPENING(MIN. 22"x30") z Q z Q I z DRO_PPED_6M. M N 3.DBL. FRAMING WHEN NEW OPENING,U.O.N. 4.WEATHERSTRIP ACCESS OPENING d PROVIDE R-49 6 (�) I� ^ ( 11�1 iHi v _(2) xb" 0 O INSULATION ABOVE w/ PC. FR. (OR EO.) BAFFLE OR NEW 2"xb" P.T. �9�'� (MIN- R 5HE NEW 2"xb" F.J. U w X RETAINER TO PREVENT INSULATION FROM ENTERING 13 D.J. ® I6" O.G. 13 G G C 82 12Qxb� SLDR - BAY OF EXIST. F.J. DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 B2 B2 ROVI 7E _ b (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE ___ _ _ _ _ _ _ ___ _ _ _ J ' � EB I_ _� �� LOAD BEARING WALL Ix THERMAL ENVELOPE OF BUILDING). NEW(5) 2"xb" P.T. FLUSH BM. - 1'-0 T NEW(3) 2"xl0" HDR A2 ____ N 5. INSTALL AS PER MANU. 5PEC.'s NEW (2) V.I.F. EXI T. (2) 2"x5" / I.-O" = -� 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. I - - -HDR( IN. SIZE) OR ! O w • 2"xb" HDR. I Q � IS OVIDE NEW C O bB IO UNDERPINNED P. GONG. WALL CONSTRUCTION: - - - - - NEW 2"xb" F.J. _? O= O • 2"xb" P.T. SILL PLATE w/GALV. METAL FLASHING ® I6" O.G. ( I- G I I ~w 4��Nn °`2 PREVENTING ANY DIRECT CONTACT w/GONG. O M 7B ry 00 �0. � PROPOSED V.I.F • ANCHOR BOLTS AS PER PAGE G-003 NEW (2) - - x O x = w z N a x � V PROJECT: 2"xb" HDR. cV Q cv Q N a KITCHEN EXIST. 2) • NEW P. GONG. FOUND. WALL,UNDERPINNED d PINNED IS IpU.� x Qr z ZN v� ( m O 2"x8 HORIZONTALLY INTO EXIST. FOUND, WALL, AS PER a0 cV 0 N O �' B2 r -' w d)HEADE DETAILS I-P✓402 (ABUTTING EXIST. GRAWLSPAGE WALL) I IW I m� �al X Q u� (MIN. 51 E) I N D IAN NECK FARM d 2-A/402 (ABUTTING EXIST. BASEMENT WALL) NEW 2"AO" F.J. z p IV z Q Ul ® OR • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR ® I6" O.G. 7A W 1 A2 m PROVI E GUEST H OS U E • B.O. FOOTING 3'-0" BELOW GRADE: MIN. 1O z Il. NEW • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN G NEW 2"xb" F.J. C I + N z APPLICABLE) I I N= I ® I6" O.G. N_ -X I- i o 0 14 w Q ENLARGED FOUND. WALL $ PAD FOOTING _ + N GUT EXIST. R.R. 4 FASTEN TO EW II I. ENLARGE NEW P. GONG. FOUND WALL TO 10" THK. AT THIS 10 7q 10 x 0 3 x Q - NEW4 2M FLUSH BM. w/SIMPSON LUS LOCATION TO PROVIDE FULL BEARING SUPPORT TO (3) 14 Z p Z W Q i A2 PROP. A2 FLUSH $M HANGERS AS ABLE;OTHE 5E 3375 INDIAN NECK LN STACKED 14 2"x4" P05T ABOVE. NEW (3) 1.75"x4.5" T.J. 2.0E 4'-2' 4-2 NEW 2 2"xb" FLUSH BEAMS 5 PROP. PROVIDE NEW 2"xb" F.J. ® 16" .C. 2. PROVIDE 30"x30"x16" DEEP P. GONG. PAD FOOTING MIGROLLAM LVL UPSET BM. - G ( 1 G I I FASTENED TO ADJOINING i q3 BATH. #I B2 PECONIC, NY 11958 CENTERED BENEATH ENLARGED FOUND. WALL PROVIDE (FLUSH w/T.O. F.J.) I I I LVL FLUSH BM. w/SIMPSON _ - _ _ _ _ _ LU526-2 HANGERS A3 c _ _ #5 HORIZONTAL REBAR® 6" O.G. (BOTH DIRECTIONS) MODIFIED -� - - I WITHIN NEW FTC. CRAWL SPACE II I L -J EW (2) 2"xb" HDR 2 3. SIZE OF FOOTING MAY BE "L-5HAF'ED" AS SHOWN IN 4 4 14 DRAWING TITLE: FOUNDATION PLAN TO ACCOUNT FOR LOCATION OF (5141 S.F.) _ - B - 4 = 2 NEW(4) 1.75"x5.5" T.J. --- EXIST. STONE FOUNDATION WALL5. DRILL # EPDXY PIN 14 O 2.FL FLUSH BM. BELLAMOW LVL � I FLUSFf BM. BELOW PROPOSED STRUCTURAL PLAN REBAR INTO EXIST. FOUND. WALLS (4" EMBEDMENT). .oE POST TO RIDGE O BASEMENT ENTRY FOUNDATION HALLS FOOTINGS: NEW(2) 1AM i 25"G.J. 5M. A2 w Q n 12 10 NEW (2) 1.75"x'T.25" T.J. 2.OE _ NEW (2) I.-15"x-1.25" T.J. 2.OE "CANTILEVERED L VE LVL FLUSH BM. O Q NEW b" THK. P. GONG. FOUND WALL UPON I6"xb" DEEP P. iv CANTILEVERED AT BOTH PROPOSED Cl= Lc MIGROLLAM LVL FLUSH BM. I , MICROLLAM LVL FLUSH BM. ENDS;DO NOT FASTEN TO LIVING/DINING PROPOSED GONG. STEPPED FOOTING AS PER DETAIL 3/A-402. O -1y2" LEDGER BOARDS ROOM J u' BEDROOM #1 DRILL d EPDXY PIN (4" EMBEDMENT) FTC. $ FOUND WALL _ �pl I' x INTO ADJOINING FTC. d FOUND WALL OF BASEMENT. I N p dJ ; ri z v _w ' Y.I.F. EXIST. (2) 2"xb" FLUSH BM. ,�� tu H O cv Q NEW 2"xlo" F.J. MODIFIED m 0- (MIN. SIZE) ® STAIR OPENING OR x Q N O= X 13 BEAM SEAT w/ SONOTUBE O PROVIDE NEW FASTEN TO r > w a w dJ PAGE: PROVIDE SIMPSON GLB BEAM SEAT CONNECTOR UPON I ® I6" O.G. CRAWL SPACE JU V _Q O Q ® z x 12"0 P. GONG. SONOTUBE AS PER DETAIL 12/A-403. (364 S.F.) Z Q) 1A ADJOINING LVL FLUSH BM. w/ ^J Qr z x N SIMPSON LU5-26-2 HANGER tt Q= PROVIDE FLASHING AT ANY WOOD/GONG. CONNECTIONS. I I -I - O ttl I G B 10 in= U� O Z i Z_ N S-101001 14 BEAM POCKET (TYP.) � XQ X x(� t^uW _ N 15 UNDERPINNED (ONLY) P. GONG. KNLL CONSTRUCTION: A NEW 2"xb" F.J. L - NEW 2"xb" F.J. ^ �+ M g • NEW P. GONG. FOUND. WALL UNDERPINNED INTO EXIST. ® I6" O.G. I 0 ® I6" O.G. �� n p z 1O �t 1 PROP. FOUND. WALL, AS PER DETAIL 13-PJ403 x m �f_ > Q a I FOYER DATE: 08 08 23 / / 18 OF 20 • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 10 10 w d� ``� • S.O. FOOTING 3'-0" BELOW GRADE, MIN. NEW DBL. F.J. ® STAIRS • 1/2" EXPAN5ION JOINT® PERIMETER OF SLAB (WHEN NEW 2"xl0" F.J. APPLICABLE) ® I6" O.G. I z Q V.I.F. EXIST. V.I.F. EXIST. V.I.F. EXIST. (5) 2"xi0" V.I.F. EXIST. V.I.F. EXIST. IS IS IS (2) 2"xb" HDR (2) 2"xb" HDR HDR(MIN. SIZE) OR (2) 2"xb" HDR (2) 2"x5" HDR NEW (2) _ _ _ _ NEW (2) _ - _ - - NEW (2) 14 _ - - - NEW (2) (MIN. SIZE) OR (MIN. SIZE) OR PROVIDE NEW (MIN. SIZE) OR (MIN. SIZE) OR 2"xb" HDR. 2"xb" HDR. 2"xb" HDR. 2"xb" HDR. PROVIDE NEW PROVIDE NEW PROVIDE NEW PROVIDE NEW D ApC tm ,1 STRUCTURAL FLAN - FOU1NI7ATION LEVEL STRUGT i� - CROUI�D OOR T�QF ���' SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-Oil OE I EF,, 5'%'r��50L <E"Ir : Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 0 WOOD FRAME (L.G. STL. LW EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 9 J M N STL. WHEN APPLICABLE) � � Q C Lo NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUCTURAL 0 O WOOD FRAME (L.G. STL.. ® P05T FOR 4" WALLS w WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL w r� P05T FOR b" WALLS), U.O.N. + w N � O NEW 2-HR FIRE RATED L- WOOD FRAME (L.G. STL.. Q c T_ Z 19-1 d' WHEN APPLICABLE) a- Q w N � 0 I STRUCTURAL PLAN NOTE5 501L BEARING CAPACITY NOTE: POST 8 COLUMN DESIGNATIONS: POSTS 3 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED 0 0 � -W � STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL ,L O ++ L[) AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY 51NOLE SPAN STRUCTURAL MEMBER: BEARING CAPACITY OF 1.0 TON/S.F. SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED +' N Q O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD Q 0 - O ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. „ ` ABOVE INDICATED P05TS/BEAM5. (�'t,/) OSTACKED P05T/COLUMN: POURED CONCRETE AND STEEL REINFORCEMENT NOTES: (2) 2"x4" POST B2 (2) 2"xb" POST LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH POST OR COLUMN ON FLOOR BELOW/ABOVE. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT EXTENDED FRAMING TO ROOF RAFTERS: FOUNDATIONS BY AN ANGLE OF 45" PROJECTED OUTWARD AND A3 (5) 2"x4" P05T B3 (5) 2"xb" POST O PROVIDE FRAMING EXTENDING FROM WALL,BEAM,OR DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. HEADER (BELOW) TO SUPPORT R.R (ABOVE). 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION Mj- A4 (4) 2"x4" POST �---� (4) 2"xb" POST INTERIOR LOAD BEARING WALL (AE30VE): SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR 4� ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER / ` A5 INDICATED BY DASHED OUTLINE. ENCOUNTERED. v ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY AS (5) 2"x4" POST B5 (5) 2"xb" POST UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. INTERIOR LOAD BEARING WALL: 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. n 1 m 4B AS INDICATED BY HATCHING. STL. O D. SGH 40 STL. O.D. S T 40 W u-1 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT STL. COL. (ASTM � STL COL (ASTM ALIGN STUDS OF BEARING WALLS B LAND DIRECTLY 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 3I8 CODE. G D UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. AI23) BY SINS AI23) BY SINS STEEL (OR EQ.) STEEL (OR EQ.) • 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED z OV.I.F. EXIST. F.J. LAP LOCATION: z CARBON STEEL ASTMA615 GRADE 60. MM FOR SLABS DO NOT I. CONTRACTOR SHALL VERIFY WHETHEF: EXIST. F.J. ARE = i SPLICED/OVERLAPPING ABOVE EXIST. BEARING WALLS. NEED TO BE EPDXY COATED. _It 2. CONTACT ARCHITECT SHOULD LAP LOCATIONS 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS PREVENT 10 12 U PREVENT EXIST. F.J. FROM R.EAGHINS PROPOSED BE SHALL BE STASSERED. 12 OR BEARING WALLS. 3. FASTEN F.J. TO PROPOSED FLUSH BEAMS USING I• PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN SIMPSON LUS HANGERS. PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, - - - - - - - - - - - - - - - - - TYPICAL LEDGER BOARD ® INTERIOR FOUNDATION: COVERAGES, AND PLUMBNE55. - - - - - - - - - - - - - - - - - I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS &. CEMENT SHALL CONFORM TO ASTM 0-35 FOR STANDARD WEIGHT 2. SECURED w/(2) 5/5" 0 x 5" LONG H.D. GAL. LAG BOLTS CONCRETE. - --- --- ---- ® 16" O.G. 3. INSTALL H.D. GALV. JOIST HANGERS BY '51MPSON' (OR EQUAL) I H x O 4. PROVIDE GALV. FLASHING BETWEEN LEDGER BD. d GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE I-" ---------"-- ----- --- ---Q -_ _ I GONG. FOUND. WALL OR MASONRY. I _ �•0 _ _ I I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF -1- - TYPICAL LEDGER BOARD ® EXT. DECK: CONCRETE IN TEMPERATURES UNDER 45" F IF THAT TEMPERATURE I N bB I. (I) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 2. SECURED w/(2) 5/8" 0 x 5" LONG H.D. SAL. LAG BOLTS ® 161, O.G. 2. SPECIFICITY OF CONCRETE DE51ON MIX SHALL BE BY OTHERS. II" ----- - - I 3. INSTALL H.D. GALV. JOIST HANGERS BY 'SIMPSON' (OR OVERHANG EQUAL) 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL 4. PROVIDE GALV. FLASHING TUCKED UNDERNEATH SIDING CONFORM TO AGI 306. OVERHANG b SENT OVER TOP EDGE OF LEDGER BD. -- 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / 13 �------ - ------------------ ---_ -�._ 5. SEE DETAIL II-A/403. SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO - EXIST. 2"xb" R.R. EXIST. 2"xb" R.R. i NEW UN-REINFORCED P. GONG. SLAB TEMPERATURES WITHIN 10" F OF CONCRETE. I G I6" O.G. ® 16" O.G. 7A I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. ---I--------------------------- --------------- -- -----___-. N 2. 6 MIL POLY VAPOR BARRIER UPON REMOVE AS REQ' I I w D. 3. 4" (MIND GRAVEL BASE I ------ ---- -- -- -I- I3 m 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE I 6:12 PITCH 6:12 PITCH I g 0 NEW REINFORCED P. GONG. SLAB I w 1B I. NEW 4" THK. P. GONG. SLAB w/ 6"xb"-10/10 W.W.M. UPON PERMITTED WHEN NECESSARY. I- - �L� - --- -- ------- - --- -I- I Z Z 2. 6 MIL POLY VAPOR BARRIER UPON 3. 4" (MIN.) GRAVEL BASE "I. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33" F OR HIGHER - ---I.- > AND SHALL BE WITHIN 10• F OF CONCRETE TEMPERATURE. SEAM SHALL BEAR �{ PROP. TESLA - PROP. TESLA ( Lu W ® PAD FOOTING DIRECTLY UPON 2ND FLOOR I- J 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. SOLAR ROOF SOLAR ROOF IS"x18"xl2" DEEP P. GONG. PAD FOOTING AS PER SHOE PLATE dSUPPORTING � --__-_ -- - DETAILS 6-A/403 8 &-A/403. UPSET BEAM BELOW; ` I- (SEE MANU. (5EE MANU. V-1 r Z q. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE 5PEG5) SPECS) QPAD FOOTI G PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 30b FASTENALL MEMBERS __ - -I - (6w N TOGETHER w/STRAPPING - 24"x24'.A2" DEEP P. GONG. PAD FOOTING AS PER (ASTM G494/G444M, TYPES G AND E). th I I I I 0 iO DETAIL5'7-A/403 3 9-A/403. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL ,Q w N AREAS EXCEED ONE SQUARE INCH. r V 1'-10y2" -I-I-_._.---_- -----__..__.__-- --------.-----_-.-- -I-I- 2'-IOS'2 N w PAD FOOTING (AT FIREPLACE/GHIh1NEY) m lu OVERHANG PROP. 2"x8" G.T. PROP. 2"x8" G.T. OVERHANG 0 V.I.F. EXIST. PAD FTC. SUPPORTING CHIMNEY EXTENDS 6" 11. ONCE CONCRETE IS PLACED. GO GRE ALL BE SED > I_I ®-32"_O.G. __ __ _____® 32."O.G.�_- -I - N Z MIN. OUTWARDS FROM CHIMNEY WALLS AND 15 IN GOOD TO REPEATED FREEZING AND AWING UNTIL CONCRETE HAS 12 O I3 12 13 12 0 m CONDITION. OTHERWISE,PROVIDE NEW 12' THK. P. GONG. REACHED A COMPRESSIVE 5 NGTH OF &00 PSI. I 1 I I - FTC. EXTENDING 6" MIN FROM CHIMNEY WALLS (APPROX. ----------- --- --- - �' 4'-O"x2'-O"x1'-O" DEEP) d BEARING V-O" MIN. BELOW 12. PLACEMENT TEMPERATURES HALL CONFORM TO AGI 306. EXIST. 4"x4.5" ROUGH -- --- - - - - - - - - _----_ -_-- - - - - - - - - -1L W GRADE. PROVIDE #5 HORIZONTAL REBAR ® 6" O.G. (BOTH SAWN R.R. - - - - - - - - - _ - - _ - - - - w U- DIRECTIONS) WITHIN NEW FTC. _ ® 48" O.G. TO REMAIN _-. --__--._ -___--____-_____._____-__. 12 O EXPOSED BELOW NEW I - -------------- --I. -- ---- --- ------- -----------.- --------- - ------------ z N ATTIC ACCESS - O I�EMIN. 350 # CAPACITY DOWN �iTAIR: ' R.R. -- -- - - - - - - - - - - _ �.- --___-_- ------_____._- ._.-._. _ d Q -- 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x309 m _ PROP. TE5LA _ - jr N 3.DBL. FRAMING WHEN NEW OPENING,U.O.N. - ------------ ------___.-- 4.WEATHERSTRIP ACCESS OPENING d PROVIDE R-441 =N r a SEE MLAR ANU. I OOF - \ \ O INSULATION ABOVE w/WD. FR. (OR EQ.) BAFFLE OR Ea EEI - v -- a ---- - SPECS) - -- ------ - ---i-- \ - - RETAINER TO PREVENT INSULATION FROM ENTERING - --- - DWELLING WHEN OPENED,AS PER NY5 EGG R402.2.4 ! - 4 N PROP. TESLA - - x - - _ B2 in - (OMIT WHEN ATTIC ACCESS DOES NO- PENETRATE _ _ O - 1 - w SOLAR MANU. - d v -- -- M THERMAL ENVELOPE OF BUILDING). _ r - �V - cV -w - - -- ------ - gyp[- p p- ----- - -- 5.INSTALL AS PER MANU. SPEG.'s - K ®> SPECS) I H da v I 0 w w= _ - - - w o -- ---- - - - w __- m ---_ -- .._.. _--- � 6.CONSULT H.O. FOR PRE0I5E LOCATION OF ACCESS. I I I I (`V N 2,6 pi RO I z a] - a w ZN ;� ® ry �` I \ N w 6 r BATH #2 B2 d tv z x X x , t- .Q -- --- - - - - -.. . - -- -- ----- - -._-- - -w w- - IO UNDERPINNED P. GONG. WALL GON_iTRUGTION: z- cv f • 2"xb" P.T. SILL PLATE w/GALV. METAL FLASHING I B2 I I B2 ( X NEW (2) 1.75"x9.5" T.J. 2.OE MIGROLLAM LVL BM. s Q O PREVENTINO ANY DIRECT CONTACT w/GONG. _ _ _ - _ _ _ w`-� PROP. _ - I ___-----....---- -�_- • ANCHOR BOLTS AS PER PAGE G-003 I - - - - cv u Q BEDROOM #4 20 z z • 43 NEW P. GONG. FOUND. WALL,UNDERPINNED d PINNED -2 OO + ' w HORIZONTALLY INTO EXIST. FOUND. l^IALL,AS PER `r I v a $ w--- PROP. TESLA --___._ ._ --- - - - - -_- 14 _-------.� w'D w' NECK FARM n A i - - - Iv Iv 'v H K'v' DETAILS I-A/402 (ABUTTING EXIST. GRAWLSPAGE WALL) J I I ~ Vij 0 Oz SOLAR ROOF 14 t t t j---- a d 2-A/402 (ABUTTING EXIST. BASEMENT WALL) I I I I -�'I'-2"." 4'-5' .. .. " - N -.� O� � �Q (SEE MANU. ----.-_.___.___.___.___._-.--------------- - ---- --------_____- -_-_�- I GUEST HOSUE • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR - + BEAM SHALL BEAR I �, SPECS) • B.O. FOOTING 3'-0" BELOW GRADE MIN. - �I Ow - --- �- B3 - ------ -- - - B3 - • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN I 4'-3"-- -3'-O" 2' 8'- DIRECTLY UPON APPLICABLE) I ( I I I m I B3 p N N I 3 =ry 2ND FLOOR SHOE I z x�Q ENLARGED FOUND. WALL PAD FOOTING I I m I SM/OGO PLATE d d �rw NEW(3) 2"xl2" RIDGE BM.- ------------------------------ ROP. B3 SUPPORTING UPSET I ®� _ __L__.--------------------------------- ______ ____ __ II I. ENLARGE NEW P. GONG. FOUND WALL 'r0 10 THK. AT THIS X _ BATH. BEAM BELOW; X �X 2 I I 2 3375 INDIAN NECK LN LOCATION TO PROVIDE FULL BEARING SUPPORT TO (5) w z UO N #3 FASTEN ALL I w �w 2"x4" POST ABOVE. i I I ON 1 m` MEMBERS - -! - 2. PROVIDE 30"x30"xlb" DEEP P. GONG. PAD FOOTING O= p 2 ---------- PECONIC, NY 11958 CENTERED BENEATH ENLARGED FOUND. WALL PROVIDE I I I (Aa TOGETHER w/ #5 HORIZONTAL REBAR® 6" O.G. (BGTH DIRECTIONS) I I I I 2 ®w STRAPPING - - ----_- NEW 2 L'I5"x9.5" T.J. 2.0E -- B2 = - - -- --------- -..___-----_-____-_- _ ---- WITHIN NEW FTC. - x •z 2'-3" 2'-2" ".I`2'-8" 5'-O" _ MIGROLLAM LVL RIDGE BM.-------- __I___ t _ -- - -- --- - 3. SIZE OF FOOTING MAY BE "L-SHAPED" AS SHOWN IN - 0 p i o X - b RAWING_ TITLE: FOUNDATION PLAN TO ACCOUNT FOR LOCATION OF zW ' � EXIST. STONE FOUNDATION WALLS. DRILL d EPDXY PIN _ B2 - Ka cv I z x� I �; w a m „; I ROPOSED STRUCTURAL PLAN REBAR INTO EXIST. FOUND. WALLS (4" EMBEDMENT). `� ►u N� `r -I- Q __ -_-_. .... ----_---_-____. _----.---------____-_ v- _.____ x II I W --- - - -- - zx w t w ---- 12 NEW 5" THK. P. GONG. FOUND WALL UPON I6'x8' DEEP P. � O z Q !L 0 I I I I I I HALALwAY I ------- --a � � I ------ -------------- ------ - - - {-- GONG. STEPPED FOOTING AS PER DETAIL 3/A-402. X • vij DRILL $ EPDXY PIN (4" EMBEDMENT) FTC. d FOUND WALL I I = -I- v -� O- IY •O-- -- -I-- - KO---X X - ------__.------..___-- -----.- -I-- m ~ x= = v� PROP. STANDING PROP. TESLA pC IY w d INTO ADJOINING FTC. d FOUND WALL Or BASEMENT. - ! d -A �w U ptu �------ SEAM ZING ROOF, -------- -I --- SOLAR ROOF --------------a -� = PROP. BEDROOM #3 I u? w ®> X ` lu TO MATCH EXIST.�I (SEE MANU. I 13 BEAM SEAT w/ SONOTUBE I I - z v v wfi)----- SLOPE (TYPJ 1 I- SPECS) --- I--_ AGE: PROVIDE SIMPSON OLB BEAM SEAT CONNECTOR UPON - -- 4''=1Y2" r - - - - I `4 d 1-- ®O 12"gP P. GONG. SONOTUBE AS PER DETAIL 12/A-403. _ - - -- --- --- -- ------------I- PROVIDE FLASHING AT ANY WOOD/GONG. CONNECTIONS. I I L3 I w Vw- 14 BEAM POCKET (TYP.) I I I I t S-102m0l ------_-- -- .._.. ._----___--- 15 UNDERPINNED (ONLY) P. GONG. WALL CONSTRUCTION: • -- - - - - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - NEP4 P. GONG. FOUND. WALL UNDERPINNED INTO EXIST. FOUND. WALL, AS PER DETAIL 13-A/403 • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 12 13 I2 12 13 12 ATE: 08/08/23 19 OF 20 • B.O. FOOTING 3'-0" BELOW GRADE N'IN. • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN EXIST. 4'-,y2" I EXIST. APPLICABLE) A-201 p, PORCH ❑ ❑ D AP%C�P ¢ V. rl0' OONSTRUOTION PLAN - SECOND FLOOR SCALE: FLAN - ROOF �` SCALE: I/4 = I -O SCALE: I/4" = I'-O" Q Ld J p Q ♦, N c Lo p � tnZd- P>201 >1 o 0 1 3 o p m .� C° � O , ' Lo N p Q a. :2 0 lu U � \ \ BAT W m #2. PROPOSED \ BEDROOM #2 • � • /` rm Y U _ W a 3 — — D - — — PRbP. PWDR ROOM PROPOSED STONE PATIO \ / PROPOSED I I a \ / rMu�am-— I INP/6F.. — J 12Qx6$5LDR \ / I I I I C7 3 Z Z T _ � _ 3 I I I I I I I I I 4TH I `\ — PROP. a _ BEDROOM #4 OP05ED Zo KITCHEN � I I I I I I sM/co � � F d ui II II J� _ o I I II II Q MR U -J _ .I. I I I mo, \ �Q Ro> U. / TAGKE PROF I��� I I I I D D z � O ICI BATH. #I I I I \ W W �I _ p tn L II � it II I• o I it II I I rQ � , I I 5Q SM/GO II III _ II _ _ O II II 3 \ M PRO ED Q I I HALL P / ` N o LIVING I _ PROPOSED I I o0 Ap— BEDROOM #I H __ __ \ '—� I I I I I I I PROP _ o BEDROOM #3 — PROJECT: P I II II I N DIAN NECK FARM II II \ II >1 I II II GUEST HOSUE � � FOY 3375 INDIAN NECK LN 1 ---- A-201 PECONIC, NY 11958 I -0R DRAWING TITLE: V /6F.1. ELECTRICAL PLANS I A-201 PAGE: (1) ELECTRICAL FLAN - OROUND FLOOR (2) ELECTRICAL PLAN - SECOND FLOOR E-1.0 Jm0l. SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" DATE: 08/08/23 20 OF 20 VED APO/ (4� ct� eilamps' _ x 1 t:}I 4'<< . f, � �4 y