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HomeMy WebLinkAbout49349-Z ao�SUFFni,t�oG TOWN OF SOUTHOLD y . BUILDING DEPARTMENT �. z` 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#: 49349 Date: 6/8/2023 Permission is hereby granted to: Cunningham Fmly 2021 Irr Trt 1300 Indian Neck Ln Peconic, NY 11958 To: Construct additions and alterations to existing single family dwelling as applied for. At premises located at: 1300 Indian Neck Ln, Peconic SCTM #473889 'n n i3 a- Sec/Block/Lot# 86.4-4 Pursuant to application dated 12/21/2022 and approved,by the Building Inspector. To expire on 12/7/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,268.80 CO-ADDITION TO DWELLING $50.00 Total: $1,318.80 Building Inspector FIELD INSPECTION REPORT DATE COMMENTS .. W� FOUNDATION (IST) H --------------------------------- 'FOUNDATION (2ND) t� Z �O O G H ROUGH FRAMING& PLUMBING H C ,b n r� INSULATION PER N. Y. STATE ENERGY CODE )(DID D ui FINAL 5 d, ADDITIONAL COMMENTS gzk � 23 �' /�''• � c p � � o z m t� J N H x d b H Q��gOfF0lk4^0 TOWN OF SOUTHOLD—BUILDING DEPARTMENT y` Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 x. Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only E nM �I. LDPERMIT No. Building Inspector: DEC 2 12022 Applications and forms must be filled out in their entirety. Incomplete Bl91LOfNG pEla9: 'OWN0F,so oLD applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:12/21/22 OWNER(S)OF PROPERTY: Name:Nancy Cunningham scTM#1000-86-4-4 Project Address:1300 Indian Neck Ln Peconic NY Phone#:516-236-3809 Email:nanc8pd@gmail.com _ Mailing Address:1300 Indian Neck Ln Peconic NY CONTACT PERSON: Name:AMP Arch itecture,wJess Magee Mailing Address:PO Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:jmagee@amparchitect.com DESIGN PROFESSIONAL INFORMATION: NameAMP Architecture, Anthony Portillo Mailing Address:PO Box 152 Mattituck NY 11952 Phone#:631-603-9092 J'!m!L1l-_ap ortillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes BNo • 1 PROPERTY INFORMATION Existing use of property: Sj ILl� aS_ _ Intended use of property: !LY- 12GS—_— Zone or use district in which premises is situated: Are there.any covenants and restrictions with respect to this property? ElYes 2(No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print na . ): SS_�a eYAuthorized Agent ❑Owner Signature of Applicant: Date. STATE OF NEW YORK) SS: COUNTY OF SUf{OIK ) khacfyr, ass Magee 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 Sapplication;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 L ,20 Notary Public `gSaTE 0 ..... , Debord i Orlowsb nioraRv'} Notary Public,State of New Ybu; PROPERTY OWNER AUTHORIZATION P;�„c ,;*` No.01OR6280392 Qualified in Suffolk-County (Where the applicant is not the owner),,,$';r ''�.•''�� co,nmissionExpiresos/13/20 I, Nanw Cc nnimhnm residing at . 1300 :1Y dl lYl NCCK p �IC do hereby authorize AMP ARCHITECTURE to apply on m h If to the T n of Southold Buil ' Department for approval as des crib herein. 0 n is Signature Date P�nt Owner's NarV 2. AM P Anthony Portillo<aportillo@amparchitect.com> Project SCDHS Ref#: R-23-0735 has been received. noreplyehims@suffolkcountyny.gov<noreplyehims@suffolkcountyny.gov> Thu, May 11, 2023 at 2:53 PM To: bepperson@amparchitect.com, aportillo@amparchitect.com, nanc8pd@gmaii.com The Department has received your electronic submission of application R-23-0735. The application will be reviewed for acceptance. You may access your application online to review the processing status. Thank you. Office of Wastewater Management CONFIDENTIALITY NOTICE: This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected by the attorney-client privilege. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this transmission in error, please notify the sender immediately by e-mail and delete the original message. APPROVED AS NOTED OCCUPANCY DATE,• • a3 B.P.# OR FE NW� B 93Y: USE IS UNLAWFUL NOTIFY BUILDING DEPARTMENT AT WITHOUT CERTIFf CATE 631-765-1802 8AM TO 4PM FOR THE OF FOLLOWING INSPECTIONS: OCCUPANCY 1 I. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING INSULATION 4. FINAL-CONSTRUCTION MUST } BE COMPLETE FOR C.O. COINP.L`!`WITH ALL•CODES OF- _ ALL CONSTRUCTION SHALL MEET THE N.EIiU YORIC STATE&TOWN•COD�S� REQUIREMENTSOFTHECODESOFNEW >�S REQUIRED.RND°CONDITIONS;AF, YORK STATE. RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS -- -- ;:$0tl11lOLD TOWN ZBA.: l SOUTkIOI.ITDWNtPIANNINQOAA ' r S Olril TAUS EES, TRUSS PLACARDING REQUIRED RETAIN STORM WATER RUNOFF All exterior lighting PURSUANT TO CHAPTER 236 installed,replaced or OF THE TOWN CODE. repaired shall conform to Chapter 172 of the Town Code PLUMBER CERTIFICATION ORE ON LEAD CONT OCCUPANCY T SEF .. . . . _ CERTIFICATUS SOLDER DIN WATER '{ , SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD, Blower door PLUMBING and"ductwork ALL�PLUMBING WASTE &WATER LINES NEED testing required. TESTING,BEFORE COVERIN' Must provide Manuals D, J and S as per NYS Energy Code SITE PLAN HATCH KEY: PROPOSED I STORY ADDITION PROPOSED 2ND STORY w _ a a o w M .,a a �L.oS� Q 0 V, O N24°05'40"W 88.4a' ✓/ , >' 0 - �.` `. C z O •� Ln Y } dro - r .k � i Ir- t $ - * Y ., •` N. '* r•' °`jJ' . _;_. agM *Yi.. , z� FS m "J �. ' ` " J` 4-J mr y r -�.- - ' .' -- - Wit¢ Q a 2 O ' C :� - "�.� it � _3 � � � y`.,` _ � .. �,'� I ;'� ._�•ts .� n 1 2�y t 9 r''r �` Il�IIl��, �R�S'R} �'' i� � giiii ! Rkk1 y _ `_"=_=•� 1111{I1�i19r ( �,_. :�,:� f.:.`; � ��. I����fY.r .���►�141��I �1.�Y���1�lIII�;}�IlII�� �� ��, .I�fIHIilEl;l�lll�l�� � SUBJECT PROPERTY ,'•' . gar,-^ r, sF _ 'r �E^^' ^`�'� ' - F 50' REAR YARD SETBACK I N ' U • `✓ N PAL BUILDING ENVELOPE � _i.... 0 1 I m LOCATION MAP 1 SCALE: NTS PROJECT 5r---,,0FE : FAO E <E)"' : co) c 1 I . PROPOSED I STORY ADDITION. i 2. PROPOSED 2ND STORY ADDITION =®Q I •®® PROJECT LOCATION & SCOPE Q I SITE PLAN & ZONING DATA 5. PROPOSED COVERED PORCH Alft SITE LAYOUT NOTES: 1 t I Q I. THIS IS AN ARCHITECT'S SITE PLAN 8 IS P RO J E C.,T DATA : SUBJECT TO VERIFICATION BY A LICENSED p I I -QQ� •QQ GENERAL NOTESm: SURVEYOR. THE INFORMATION O -- ENERGY TABLE REPRESENTED ON THIS SITE PLAN IS TO THE �U - PROJECT / ZONINO DATA ARCHITECT'S BEST OF KNOWLEDGE. , 0I N _ _ STRUCTURAL DESIGN CHARTS 2.SURVEY INFORMATION HAS OBTAINED rn- I rn TAX MAP # 1000-b6-4-4 HOEDOWN, ANCHOR BOLT, FROM A SURVEY DATED AUG. 3, 198b AND PREPARED BY: � ZONINS DISTRICT R-40 NC � RI STRAPPING, & NAILING DETAILS PEGONIG SURVEYORS, P.G. I Cj , LOT AREA 0.5 ACRES N.Y. STATE LAND SURVEYOR I FASTENING SCHEDULE LIG. #04161a I rn PRE G.O. - 1 5TORY DWELLING, #Z17274, SEP. a, labs _ P.O. BTRAVELER STREET1 1 PATIO, ACCESSORY GARAGE _®® •Q® FRAMING CRAP i H CS SOUTHOLD, NY I1q'71 I I FEMA FLOOD ZONE _ X _ � (63U 765-5020 _-._ BEAMI CONNECTION PATTERNS I SUFFOLK COUNTY HD APPROVAL EXIST. 2 PROP. 2 FIREBLOCKING DETAILS I BDRM. BDRM 1 I 4.5' _ 5' 'RO 12.3 EXISTING EXISTING .®® PROPOSED DEMOLITION PLANS NOTE: -- - HABITABLE GROSS t I. FLOOD MAP DATA FROM FEMA MIN' i 21.5' _ SPACE_ AREA MAP#: 3610300162H I _ W MAP DATE: Oa/25/200cl 'O, 6 EXISTING I rn Z Q/ , BASEMENT AREA O S.F. 947 S.F. FLOOD ZONE X T� FRAME DECK N 0 O - -- -_" - - FIRST FLOOR AREA '14-7 S.F. 947 S.F. - I ®2 .®O PROPOSED FOUNDATION PLAN 2.SITE PROTECTION/SILT FENCING TO BE , X INSTALLED AS REOUIRE'.D BY SOUTHOLD I �24 O / �J - IV TOWN. PROP. I STORY PROP. 2ND I 1 SECOND FLOOR AREA O S.F. O S.F. ADDITION STORY 3. NO SURFACE WATERS OR WETLANDS ARE u?j 36.3' AREA TOTALS g47.0 S.F. I aQ4.0 S.F. - LOCATED WITHIN 300' OF THE PROPERTY. , I o/ 23.5 - I ®�.®® PROPOSED FIRST FLOOR PLAN N PROPOSED PROPOSED 1 HABITABLE OR055 EXISTING SPACE AREA w q.a m I STORY m I BASEMENT AREA O S.F. O S.F. FRAME HO SE I ,I AEI 04.00 PROPOSED SECOND FLOOR PLAN FIRST FLOOR AREA 1,26b.6 S.F. 1,26b.6 S.F. ISEGOND FLOOR AREA 535 S.F. 535 S.F. r 23.6 I ,u AREA TOTALS I b05.6 S.F. I,b03.6 S.F. ui PROF. GRD o -� -�Q I .Q® PROPOSED EXTERIOR ELEVATIONS o N , 46.1' Z SOUTHOLD TOWN CODE 280-207 (A)(1) J I 1 LOT 51ZE / AREA IN 20,516.0 S.F. 516.0 S.F. ALLOWABLE TOTAL PROJECT: CP _ _ _ EXCESS OF 20,000 S.F. OFA OFA 4 ' FRO T YARD SETBACK w (0) LOTS CONTAINING UP 4350 S.F. A-202.0® CUNNINGHAM lU >' PROPOSED EXTERIOR ELEVATIONS PROP, Z , o TO 30,000 S.F. MAX. _ A D D I T I O N py,l H p ALLor4ABLE S.F. / PLUS 10% GF EXCESS LOT AREA 5'550.0 S.F. 51.6 S.F. 5,401.6 S.F. I,b03.6 1 m W J OVER 20,000 � I LOT COVERAGE BUILDING SECTIONS --�---- - - - -_-- - - -_ 1300 INDIAN NECK LANE i 4 SOUTHOLD TOWN CODE 2a0-124 B PECONIC, NY 11958 DESCRIPTION(FOOTPRINT) - - - - 1 /-U � AREA � LOT . COVERAGE A-40 I .00 DESIGN DETAILS DRAWING TITLE. N TOTAL LOT AREA 20,516.0 S.F. PROJECT LOCATION &SCOPE _ 1,306.32' EX15TINO HOUSE 947.0 S.F. 4.6% SITE PLAN & ZONING DATA 524000'00"E - - EXISTING DECK 524.0 S.F. 1.6% Ss I Q I •®® a PROPOSED STRUCTURAL PLANS EXISTING GARAGE 297.0 S.F. 1.4% PR0PD5E1? ADDITION 321.6 S.F. 1.6% PAGE: PROPOSED COVERED PORCH 459>.0 S.F. 2.2% TOTAL AREA OF ALL STRUCTURES 2347.E S.F. 11.4% �= I Q� •Q® PROPOSED STRUCTURAL PLANS G-001m00 I I I I G L A N E MAXIMUM LOT COVERAGE ALLOWED: 20% IMPERVIOUS SURFACES < W FROM GRADE EXISTING ASPHALT DRIVEWAY 1320.0 S.F. 6.4% �j= I ®j•®® PROPOSED STRUCTURAL PLANS DATE: 12/19/22 1 OF 16 TOTAL LOT COVERAGE INCLUDING 3667.6 S.F. 17.cI% PLA N o s io so eo 40 so STRUCTURES <a" FROM GRADE SITE PLA �l &RAPH15GALE 1'.1 ZONING REGJLATION5 MAIN BUILDING SCALE: 1" = 15'-0" SOUTHOLD TOWN CODE 2a0-124 B - I ® I .®0 DWV/ WATER SUPPLY RISER DRAINAGE SYSTEM CALCULATIONS: - ---- -- - - - GAS RISER PROP05ED I STORY ADDITION -E COVERED PORCH= 779.6 Sq. Ft. r-DA 'IaO Sq. Ft. X 0.17= 153 EXIST. PROPOSED COMPLIES ���g - ��'Ar 133/22.33= 5A VERTICAL FT. OF 6 DIA. POOL REQUIRED PROVIDE (2) 6'41) X 3' DEEP DRYWELLS 14/ ' MIN. FRONT YARD 40.0' 53.3' 46.0' YES �. 1 �., , Y�,� C�.•�l t 4 r DRAINAGE SYSTEM INSTALLATION NOTES: MIN. SIDE YARD 15.0' 27.6' 17.5' YES B • A MINIMUM OF 10' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 d t{` LINES, SEPTIC E UNDEF:GROUND UTILITY L MIN. COMBINED j-"�- WATER SERVICE LINE, 'AA a' .- 35.0 51.1 41.1 YES COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE SIDE YARDS h, y r\ n EDGE OF ALL FOUNDATION WALLS • A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN DRYWELL5 8 MIN. REAR YARD I 50.0' 150.3' 143.0' YES `". '�Fyw ° CONCRETE SLABS AND PROPERTY LINES 0 CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL MAXIMUM HEIGHT 55.0' 17.3' 2b.4' YES NOTES $ Si�3_O 1 F I OATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE. AND MASONRY ABBRE Y I lit I I O I VS IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 4 BETTER (Fb = &'75) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT ----- _ TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE CBD. BOARD INSUL. INSULATION PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF 0- SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 15" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR Q 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 6REATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN,UNDISTURBED SOIL BLDG. BUILDING K �f KIPS (1000 LBS) CSENER.AL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT Lu I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLE55 (I) 2"xb" (THIS DOCUMENT I5 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT.,U.O.N. LJJ APPLICABLE BUILDING DEPARTMENT. BM BEAM MANU. SPE__1 MANUFACTURER'S SPECIFICATIONS I5 NECESSARY TO MATCH FLOOR HEI&HT5 WITH THE EX15TINO STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS __.. .__ __ J co 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,UNLE55 rB.O. BOTTOM OF � MAX. MAXIMUM . (Y) ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TEGO" OR OTHERWISE NOTED _ L- - - EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, '- N STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. BOT. BOTTOM MEGH. ��MECHAN►GAL � c 0 PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWIN55, U.O.N. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES,GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL [MIN. MINIMUM c 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL GORES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS _ _ AND AUTHORITIES HAVING JURISDICTION. 5S RULES SPECIFIED IN 1.1 THROUGH 1 8. UNTIL I TIER OF FRAMING IS IN PLACE. G.J CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUBS, ___ - _ i Z 0 U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, -1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. N 0 OF THE OWNER/BUILDER INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED COL. COLUMN NYC BG NEW PORK CITY BUILDING CODE i -7. ALL BEAMS,61RDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING, BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY &. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED - a .� Y 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PR06RAM, SUCH AS THE SOLID WITH CONCRETE. CONT. CONTINUOUS D.G. ON CENTER c U SHALL BE CLARIFIED WITH THE ARCHITEOVENGINEER BEFORE PROCEEDING b, MIN. HEADER TO BE (2) 2"xl0" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBL. DO - c 0 XD � CV WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-003. UBL-E _ OGG. OCCUPANCY 00 m � (0 Cl. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE - ,-, � 6. NO DEVIATIONS OR CHANCES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. EQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION N Oco UNLESS APPROVED BY THE ARGHITECT/ENGINEER. DAYS OF 4,000 P.S.I.,U.O.N. Q 0 O_ 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 '-- 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 0-003. GENERALLY, SHEATHING IS OF I/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 140.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH - BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATF FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN f -b. DRY DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. �I EACH I PLYWD. PLYWOOD WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 9. DO NOT SCALE DRAWINGS, WRITT7EN DIMENSIONS TAKE PRECEDENCE ELEV. ELEVATION P.T. I PRESSURE TREATED II. SUB FLOORING,GENERALLY,TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - NAILING AS PER FASTENING SCHEDULE ON PACE G-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER(3) 50. FT. � L_ 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ'D 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 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, _ APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G.,TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING �[Rt RISER 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA - --- --- - --- _ J AND SHALL NOT BE ALTERED OR BEE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS 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. EXT. EXTERIOR RM. ROOM r PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. l( - r 1 A5TM 05456 STANDARD SPECIFICATION FOR EVALUATION OF FF.A.I. FRESH AIR INTAKE II R.R. ROOF RAFTER v ' - R THE ARCHITECT 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 15 TO BE PERFORMED IN TEMPERATURES - RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED &'-O" AND AT EVERY &'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING,UNLE55 APPROVED BY ARCHITEOVENOINEER. 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,p,,�/ I FRESH AIR VENT S.V. SMART VENT �J W 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE AL50 PAGE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL G-005. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 1-1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY - TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE ARCHITECT/ ENGINEER. FF FINISHED FLOOR A�D TO BE DETERMINED RUBBISH, WASTE MATERIALS, TOOLS, ETC.,GLEAN GLA55 AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS -� NECESSARY. SET FORTH IN AN51/7PI I NATIONAL DE51ON STANDARD FOR METAL PLATE I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP GL. l�TEMPERED GLASS BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. - C 1 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 1-7. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. I THICK `J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 19. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A - - AND ORDINANCES. I&. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. 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 0) GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK - - � l( _ I6. THE CONTRACTOR SHOULD FULLY' GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6 SPAN. WALLBOARD, ASTM 03-1 SPECIFICATION FOR GYPSUM LATH, OR ASTM Ol"I CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGE � FLOOD RESISTANT CONSTRUCTION ELEVATION I " II TREAD t' SPECIFICATION FOR GYPSUM SHEATHING BOARD. r^ THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. TYPICAL nv l, COMPLETION OF PROJECT. AS PER PACE 6-003. Il. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. lb" WIDE x 8" W 1'1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF DEEP 4 3'-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. I UNLESS OTHERWISE NOTED Q ARCHITECT/ENGINEER, AND THEIR AC5ENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. - - - AGAIN5T ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS,FIELD 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 1.5 STRUCTURAL PANELS: GLASS WINDOWS AND DOORS - THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE,LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD I. ALL 6LA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL INJURY TO OR DESTRUCTION OF TAN.6IBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER H.D. ] HOLD DOWN ___ W/ WITH ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND CLEARANCES ARE PROVIDED. -_ WHOLE OR IN PART BY ANY NEGLIGENT AGT OR OMISSION ). THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. WOOD ETC. ANY REFERENCES TO CCA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 3. ALL SLIDING GLA55 DOORS,SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, f HNOR HANGER ZR f ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE AGT5 ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. UNLE55 OTHERWISE NOTED. BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRUSS JOIST MGMILLIAN L9E MIGROLAM HOR. HORIZONTAL _� PARTY INDEMNIFIED HEREUNDER. B. CEORGIA PACIFIC 2.OE 6-P LAM 1.5.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND 4. ALL CLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH _ 15. PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET MANUFACTURER'S SPECIFICATIONS. BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK,,FRAMING,, N NAf ON LING, PLACING ALL MATERIALS, ASSEMBLIES, AND METHOD CONSTRUCTION A. TRUSS JOIST MCMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY BAI INCLUDING 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE - - - _ 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 FENESTRATION I I �I STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ENERGY GONSERVATI ON GONSTRUGTI ON GORE. I I R O l� I R M I `l S AP LI SURE THEY ARE IN ACCORDANCE WITH THE DEVIATIONS 5PEGIFIGATION5, 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS b. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS,OR AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE 60VERNIN6 BUILDING CODE, ANY OTHER TYPE OF CLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. AUTHORIZATION OF THE ARCHITECTiENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL - CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANIUFAGTURERS GORE 1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. PROPOSED DESIGN GORE PRESGRIPTI�/E VALUE � NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. COMPONENT GOMPL I ES PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 5. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 VALUE CITATION (PER 2020 NYSECCC) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.&A. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AI94.1 CELLULOSIC SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. A R WHIGH INTERFERES WITH NEW CONSTRUCTION IN A WORKN�IAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES RE LIMITED FIBERBOARD OR ASTM G208 STANDARD SPECIFICATION FOR q, ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH MAX. U-VALUE = 0.32 IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. U-VALUE = 0.25 HOLE SHALL NOT BE CLOSER THAN .2 INCHES TO THE TOP OR BOTTOM EDGES. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.50 GFM/SF YES 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS CONTRACTOR TO VERIFY THA- THE CHARACTERISTICS OF THE WINDOW MATCH AIR LEAKAGE = 0.30 GFM/SF SPECIFICATIONS,UNLESS NOTED OTHERWISE. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. _____ _-___..-.___-_- ____________- ____ - MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 22. PROVIDE FIREBLOGKING AS PEl? NEW PORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EORE55 [MIN. REVALUE = 49 25. PLEASE NOTE THAT THESE PLANTS 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 REQUIREMENTS. CEILING R-VALUE R-49 BATT INSULATION ER TABLE R402.1.2 - CLIMATE ZONE 4 YES UNAUTHORIZED USE UNDER FEDERAL. LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/&" TO THE EDGE OF THE STUD. REPORTS. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ----- - COPYRIGHT PROTECTION ACT OF Ig40 (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. MIN. REVALUE = INSULATION TO s 25. FOR NEW WALLS, A PERFORATED SFfEARW E CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL TEMPERED GLASS. UN CEILING R-VALUE FULL HEIGHT OF UN SYSTEM IS USED. 2.2.1. 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. (WITH ATTIC SPACES) R-38 GATT INSULATION EXTEND OVER THE WALL INSALL TOP PLATE AT EAVES YES GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS,ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-005 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY W PER R402.2.1 4 TABLE R402.1.2 - CLIMATE ZONE 4ITH ANSI/ASME B 15.2.1 SQUARE AND GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE N CONSTRUCTION;55TD 10-49 AND 20125 SB0 HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING MISSILE TEST OF ASTM EI496 AND A5TM E1556 AS MODIFIED BY 2020 NY5 Be-- - -- t- HEX BOLTS AND SCREWS (INCH SERIES). SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) w CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING I. A CONTINUOUS LOAD PATH BETIHEEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 YE:S 2 SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 2.22. LAG, SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ R-21 GATT INSULATION ANSI/D -_- ASMA 115. O HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. U 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH MIN R-VALUE = IQ --- 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES FLOOR R-VALUE R-30 GATT INSULATION INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 8 SHALL PER TABLE R402.1.2 - CLIMATE ZONE 4 Ylws > BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SHALL MEET THE REQUIREMENTS OF CONNECTED i NATIONAL DESIGN BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND _ - - _-_ ___ it WORD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS GONSTRUGTION, ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 6OVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS COMPLIANCE STATEMENT: 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS WALL w/ STEEL SHIMS � A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS. TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE w AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. H EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED -- 0 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE ON THE BUILDING.USED. OTHER METAL CONNECTORS SHALL TABLE R301.1 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY CLIMATIC 4 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 SHEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT(DWY) 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 NYS PLUMBING CODE AND NYS DEC REGULATIONS. GROUND SNOW LOAD 25 LBS RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 w/6" RISE 4 w/(2) 5/4"Q BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5• NAILS: NAILS SHALL COMPLY WITH ASTM F Ibb'1 STANDARD ALLOWABLE CUNNINGHAM SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES,AND STAPLES. STRUCTURAL MEMBER BASIC WIND SPEED 150 MPH LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6" DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. DEFLECTION RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES ADDITION SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE 3. ALL WATER PIPING HAVE GLEAN OUTS AT ALL GRANGES IN DIRECTION RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE AND AT BASE OF VERTICAL WASTE PIPES. L/00 MANUFACTURER'S CODE EVALUATION REPORTS. W/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B -1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER - I6" WITHIN 4' OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES 2.2.1. SCREW5: SGREHS SHALL COMPLY WITH AN51/A5ME B 15.6.1 FOOT. INTERIOR WALLS 4 PARTITIONS H/I80 I. ALL SLOPED ROOFING 5HINGLE5 SHALL BE GAF-GLA55-A ASPHALT ROOFING WOODSGREWS (INCH SERIES). WEATHERING SEVERE 1300 INDIAN NECK LANE 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SHINGLES OR APPROVED EQUAL. 5. GENERAL TRAP AND WASTE 51ZE5 AS FOLLOWS, UNLESS OTHERWISE NOTED: TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER - DISH WASHER.........................................2" FLOORS 4 PLASTERED CEILINGS 1-/360 FROST LINE DEPTH 3'-0" PECONIC NY 11958 OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE - KITCHEN SINK........................................2' PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE - LAVATORY...............................................2" ALL OTHER STRUCTURAL MEMBERS L/240 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 1" IN CONCRETE/MASONRY AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: - SHOWER/TUB..........................................2" TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. - TOILET........................................................3" DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE - LAUNDRY .................................................2" EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. - FLOOR DRAIN..........................................5" ___ GENERAL NOTES CONSTRUCTION. EXTERIOR WALLS - WIND LOADS Ili/ BRITTLE FINISHES L/240 CODES AND REFERENCE STANDARD:- 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" ENERGY TABLE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY 'SIMPSON" MANUFACTURER. THROUGH ROOF. STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFICATIONS. EXTERIOR WALL5 - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES -1. PROVIDE FROST-PROOF HCSE 5155 WITH EASILY ACCESSIBLE DRAIN 4 STATEENERGY CONSERVATION CONSTRUCTION CODE. 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL DRAIN COOKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY PROTECTION. 6. CORRO5ION RESISTANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" WOOD FRAMING,AND CONNECTION TO FOUNDATION - MINI, WOOD FRAME CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION PERMITTED WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED STRUCTURAL DESIGN LOADS PAGE: (AF4PA) AMERIGAN WOOD COUNCIL (AWG). 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED HI WITH BACK FLOW PROTECTION. ?. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNIDERLAYMENT FOR 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER Cf. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL G-002m00 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. USE LIVE LOAD DEAD LOAD PLUMBING CODE. 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF THE SEALANT TO UPLIFT FORGES USING ASTM D b3bl. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SPECIFICATIONS OF THE PRODUCT BEING INSTALLED TO CONGEALMENT OF PLUMBING. EXTERIOR BALCONIES 40 psf 15 psf MECHANICAL CODE AND 2020 NEW PORK STATE FUEL GAS CODE. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-I NATIONAL ELECTRIC '7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY 11. NOTCHING AND BORING OFSTUDS, JOISTS, RAFTERS AS PER BUILDING CODE. DECKS 40 psf 15 psf GODS, NFPA TO AND 2020 NEW YORK STATE ENERGY CONSERVATION ARCHITECT NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED DATE: 12/19/22 2 OF 16 NOR ANY POTENTIAL DAMAGE THEREOF. CONSTRUCTION CODE. GYPSUM WALL BOARD 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN I. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ELECTRICAL: ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 429 10 psf 15 psf 2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND CEILING, UNLESS I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM _ OTHERWISE NOTED. WATER RESISTANT (A.R.) AT BATHROOMS AND WHERE MECHANICAL. FUEL GAS: FN 20I"1 NATIONAL TIONELECTRIC GORE, NFPA "10 AND 2020 NEW YORK STATE ATTICS WITH 5TORAGE (MAX CLEAR HOT > 42") 20 sf I5 sf ENERGY CONSERVATION CONSTRUCTION CODE. p p DEEMED APPLICABLE. I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/THE NYS MECHANICAL GORE AND FUEL GAS CODE 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf /'. .. INSULATION 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS COMPLETION OF WORK. '(�F(f--: I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 2. ALL MECHANICAL SYSTEMS, APPLIANCES, 4 EQUIPMENT SHALL BE LISTED, FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA?2: SLEEPING ROOMS 30 psf 15 psf �. ���( . p f LABELED, 4 INSTALLED IN ACCORDANCE w/MANUFACTURER'S SPEC.S 4 CODE. FOIL TO BE PLACED TOWARD WARM SIDE. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL - GENERALLY,VERIFY OR PROVIDE HARD WIRED 1.0 �.t'o r vo CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 3. ALL FUEL GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS SMOKE DETECTORS w/BATTERY BACK-UP IN: STAIRS 40 psf 15 psf i � �. t :.A 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION � ��" SHALL BE EQUIPPED w/FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL f4"`L WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE A. EACH SLEEPING ROOM n. " ..aj.� (.1 CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT IS EXTINGUISHED. GUARDRAILS AND HANDRAILS 200 sf 15 sf R - , i r TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS P P ui ,� _ t� FOUNDATION WATERPROOFING. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. B. OUTSIDE OF EACH SEPARATE SLEEPING T) .S-1 ;�;._ !!''.> 4. SUPPLY 4 RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED _ti-c COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED AREA IN THE IMMEDIATE VICINITY OF 12 sf FOR ATTIC i�' cy l��` 3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 5. METAL CORNER BEAD TO BE USED ON AH OUTSIDE CORNERS AND AROUND THE BEDROOMS (GENERALLY THE HALLWAY) ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf p �>�` °� �' �� ,( ,,. - 9" R-50 FOR FLAT CEILINGS TO AN R-VALUE OF AT LEAST(NYS EGG R403.3): p i5 psf FOR LATH. 1. w ,.". .•. ..,� ALL OPENINGS. �. - 5.25" R-30G FOR VAULTED AND CATHEDRAL CEILINGS �"' ()+r ,,, !-- , -1 DUCTS 3V 0 4 GREATER, LOCATED IN ATTIC: R-b C. EVERY LEVEL OF D➢N£LLING ` •»' „�>. - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION -- '' "�""'� b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. DUCTS UNDER 3"O, LOCATED IN ATTIC: R-6 (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC.) - 5.25" R-21 FOR; 2"xb" WALL CONSTRUCTION 'BALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH - 5.25" R-21 FOR: FLOORS DUCTS 3"4' 4 GREATER, OTHER PORTION DUCTS UNDER 3"O, OTHER PORTIONS OF BUUI BUILDING: R-bLDING: R-4.2 ASCE -7-16 (MINIMUM DE51GN LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLaDOWN DETAILS TYF I SAL NA I L I NO/STRAFE I NO REOU I REiMENTS FOR FASTENING SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. 5PEG.'s;MANUFACTURER UFL I FT/ SHEAR/ $ LATERAL N I ND RESISTANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE (SEE PAGE 6-005 FOR STRAPPING AND NAILING REQUIREMENTS, a WHEN LOAD CAPACITIES ARE MATCHED a ALL STRAPPING TO B ly4"E x 20 GAUGE AND ROUGH OPENING FRAMING REQUIREMENTS) 0 -- "SIMPSON" EQUIVALENT - G520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE Lu *USE IOd NAILS IF STRAPPING IS O\/ER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) J cc FASTENER SPEC. FASTENER HOLDOWN 'A' HOEDOWN 'B' I DESCRIPTION Q _ CONNECTION A NA I I �� �R I D AND QUANTITY SPACING V) 00 FOR NEW 3 EXIST. FOUNDATIONS ROOF GE I L I NG FRAMING ,� o AT RAFTER TO RIDGE �- GONNECTI ON: 1.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A Ibd __ , >' (9 ENDWALL ENDWALL COMMON NAIL w/o PREBORED HOLES. L z r- --' 2° RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER RAFTER 0 N O (3) 2x FULL (5) 2x FULL CORNER STUD _..--�`~ 2.WOOD 15 ASSUMED TO BE D,F,#2 d BTR. IN DRY USE HEIGHT STUD HEIGHT STUD CONNECTED TO FOR STRAP - 3 8 d COMMON R.R. 2" n SERVICE "(u CORNER STUD TRANSFER SHEAR NAILS a EA. END OF STRAP. Q CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 - PER JOIST X N NNEGTED TO 1 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL ' TRANSFER SHEAR "SIMPSON" HDQS ROOF SLOPES UNDER 5:12 WITH Jry • • • ' • (EVIDENT iEs T D RINO INITIAL INSTALLATION)PREBORE THE NAIL CEILING J0157 TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 0-003 EACH LAP O O 0 4- FOR C9 HOEDOWN ANCHOR® 2-I6d COMMON .� O +-+ 2-I6d COMMON ROOF SPANS OF 24 OR GREATER, • • • ,� LOCATIONS NOTED NAILS a 6" O.G. d 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED N NAILS ® b" O.G. a! ' USE 4 8 d COMMON NAILS ® EA. • • CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) Q-Ibd COMMON EACH LAP O O O" O.G. IF BLOCKED Lu ON PLANS 10" O.G. IF BLOGKE �•,,,,__.../ CC CORNER P05T - END OF STRAP. c.J G.TIES �" • • 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO Q r- G O CORNER POST - TIGHTLY BOND THE END OF THE NAIL TO A q0" AN6LE,SEE GRAPHIC BELOW) COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE 'SIMPSON" HDQa -._�Y THE ABOVE ASSUMES A RAFTER ry HOLDOWN ANCHOR® SPACING OF I6 O.G.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE ND5 COMMENTARY BLOCKING To RAFTER (TOE-NAIL) 2-&d COMMON EACH END LOCATIONS NOTED SECTION 12.4-PLACEMENT OF NAILS E SPIKES d TABLE a OF 24 O.G., INCREASE NAILING BY A OR 4-I. n , ON PLANS — -� , FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END W L CONNECTION BI B2 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING HOLDOWN INSTALLATION OPTIONS: i CONNECTION: FOR NEW P. GONG. FOUND.'s FOR STRAP - 3 a d* COMMON NAILS a EA. B2" ' TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT r HOLDOWN CAST IN PLACE w/-7/5"4) THREADED ROD " o• • •1 END OF STRAP. f ~­"' • U FOR EXIST P CONC. OR NEWLY GURRED FOUNO.'s . • SEE WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE 1/8"Q THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE GEOMETRY EXCEEDS THAT PERMITTED IN i CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY --- 51 MAX. NAILING GRID ABOVE UTILIZE STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. MM ADHESIVE), $ FOR TEMP.'s O°F-40°F USE "SIMPSON" AT 51MP50N #H2A (OR EQUAL) RAFTER TIE -_ '{--J W (HIGH STRENGTH ACRYLIC ADHESIVE) - HEADER TO HEADER (PAGE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • ' FOR TOENAILING - 3 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) •FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN USE SAME TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD CONNECTION FOR G.J. TO R.R. - q Ib d COMMON NAILS w/1/b"m THREADED ROD REQUIREMENTS FOR r �'`'"•---._ BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED G.J.'s (WHEN AT G.J. TO G.J. CONNECTION: ENDJOI5T, or BLOCKING (FACE-NAIL) 2-Ibd COMMON 1,2 PER FOOT 0 W APPLICABLE) FOR EA. PLATE TO STUD ABOVE d OR BELO _ HOEDOWN 'C' HOLDOWN 'D' 2 Ib d COMMON NAILS G.J. G.J. ClLOOR FRAMING FOR . TO G. . - I6 d COMMON NAILS < FOR NEW 8 EXIST. FOUNDATIONS FOR NEWLY POURED CONNECTION GI 02 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST n l FOUNDATION ® ONE STORY ONLY ; VJ (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END Q HEIGHT STUD CORNER STUD ,,CONNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-bd COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQE' (3) 2x FULL • r✓2 — ° TO STUD CONNECTION: BLOCKING TO SILL or HOLDOWN ANCHOR d) 2-Ibd COMMON HEIGHT STUD • 3-I6d COMMON EACH BLOCK TOP PLATE (TOE-NAIL) LOCATIONS NOTED NAILS ® b" O.G. dON PLANS 1O.C.R POST IF BLOCKED i FOR STRAP - 3 8 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST ° NAILS a EA. END OF STRAP I JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-6d COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE d OR t - 2-I6d CC N M N ` ° BELOW - 2 Ib d COMMON NAILS NAILS ® O. BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST " I ! --- BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT • ROOF SHEATHING a d STRUCTURAL PANELS: SOLID INTERIOR ZONE &d COMMON b" EDGE / 12" FIELD ' a "SIMPSON" ST 14 FC—ONNECITION DI D2 BLOCKING PERIMETER EDGE ZONE s bd COMMON 6" EDGE /6" FIELD HOLDOWN INSTALLATION OPTIONS: a EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ bd COMMON 4" O.G. UP TO q" RAKE OVERHANG FOR NEW P. GONG. FOUND.'sf�•,,,...-•�� - HOLDOWN CAST IN PLACE w/1/a"Q THREADED ROD • ...- ; • • � .,,� AT STUD TO FLOOR ASSEMBLY TO SILL GE I L i NG SHEATHING FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s • 1/5"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) CONNECTION: D2 -- _._�_..___ „ CONCRETE w/ "511-1P5 1/2" MIN.ON" SET(HIGH STRENGTH EPDXY J FROM + i GYPSUM WALLBOARD 5d COOLERS 7 EDGE / 10 FIELD ADHESIVE), b FOR TEMP.'S O'F-40"F USE "SIMPSON' AT CORNER } ° ° FOR STRAP - 5 5 d* COMMON NAILS a EA. (HIGH STRENGTH ,ACRYLIC ADHESIVE) ONE #4 SPECIFIIEED ON D) �^ ° s END OF STRAP (WRAP STRAP UNDER SILL PL.) WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE FILL TOP 2 COURSES 50LID d CAST IN PLACE HOLDOWN o ° FOR EA. PLATE To STUD ABOVE B OR BELOW - w/1/5"0 THREADED ROD 2 16 d COMMON NAILS N STRUCTURAL PANELS &d COMMON 6" EDGE / 112" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO FLOOR CONNECTION w/ # LPT4 SIMP50N (OR I STRAP w/0) GYPSUM WALLBOARD Sd COOLERS 7" EDGE / IO" FIELD r NA I L I NC/STRAFF I NO 9 W I NDON/DOOR HEADER ° STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES --��''- _`�` OF EA.ad STRAP TO W EA.JOIST (� FLOOR SHEATHING (SUBFLOOR) 2 ALTERNATE USE SIMP50N H2.5A) - L) NOTATION: STRUCTURAL PANELS: A - NUMBER OF ad NAILS a EA. END OF STRAPPING(201a WFGM,TABLE 5.1,P. Ibq) CONNECTION E > / B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.23B,P. q1) "�~ I" or LESS: bd COMMON 6" EDGE / A2" FIELD W G - NUMBER OF FULL HEIGHT KIN& STUDS® EA. SIDE OF HEADER(201b WFGM,TABLE 3.23C,P. 2(4 ; ^~~� . GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD ALTERNATE AS PER TABLE 3.23D,P. 293) •• D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. SIDE I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. w D (201a WFGM,TABLE 3.1,P. 01) ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q A PLATES) CONNECTIONOR ASSEMBLY TO SILL FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER E - NUMBER OF JACK STUDS® EA. END OF HEADER(201a WFGM,TABLE 3.22F,P.2aa) _ ° � G F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 5ILL(5) ® EA. IDE " a SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR a° a ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.b,P. lal) °a ° 2 - WHEN WALL 5HEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: - ` FOR STRAP - 3 d* COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-160 NAIL PER FOOT. E •'`�"~--... ° ° b s ° - FOR ROOF SHEATHING WITHIN 4, OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING SCHEDULE B d< ° ° a a END OF STRAP (WRAP STRAP UNDER SILL PL.) 51DE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE CUNNINGHAM F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ° 9" FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - A USED ADDITION (IN GGOROANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITIO 2 N) �`�� a I6 d COMMON NAILS A NOTATION SIGNAGE FOR TRUSS TYPE, PRE-ENGINEERED _ ROUGH A B G D E F G WOOD, AND/OR TIMBER CONSTRUGTION OPNG THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 1300 INDIAN NECK LANE 2'-0" 2 1 1 I 1 1 TO THE EXTERIOR OF 5TRU07URE 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 1`�/-' ® T®� �I A� GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE L� O L BRACING/STRAPPING AUTHORITY HAVING JURISDICTION: DRAWING TITLE: * - PROVIDE (2) 2"AO" HDR (MIN.) U.O.N. 6'-0" 5 1 3 3 3 3 (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE -- --- BLOGKINK 2 LESS PROVIDE 7 2 5 4 4 4 }— SPLICE --} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAY5 BACK® BLOCKING a 12"O.c. CONSTRUCTION TYPE DESIGNATION SHALL LENGTH I 4'-0" O.G. TO AGHEIVE RAKE O.H. BE "I", "II", "111", "I�/", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES B$0 - FOR WIND - EXPOSURES Bso - ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE — THE STRUCTURE UNDER SECTION 602 OF BUILDING MINIMUM 5PLIGE1•2A'4 BUILDING MINIMUM SPLICE 1",4 THE NYS BC. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP.STRAP w/(3) PAGE: ad NAILS EA.END DESIGNATION FOR STRUCTURAL 12'-0" 2'-0"/2'-6" 12'-0" 3'-O.. OF EA. STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, �" /' �" TTIG - _ PRE-ENGINEERED WOOD, OR TIMBER -003mOO A I`l 1� I R B I I �/A l l ®}�I �t I b'-O" 3'-O"/3'-9" I b'-O" 4'-O' .:.. .:. CONSTRUCTION AS FOLLOWS: BLocK1N& 2 B y ` - "F" FLOOR FRAMING, INCLUDING 20'-O" 4'-O"/5'-O" 20'-O" 5'-O" _ BAYS GIRDERS 4 BEAMS b"-12• SPECIFICATION (2015 WFGM TABLES 3.2A 3.26, P. 157-160) BACK ® 4'-0" O.C. - "R" = ROOF FRAMING CORNER , 24'-0" 4'-0"/5'-0" 24'-0" b'-o' - "FR" = FLOOR ROOF FRAMING DATE: 12/19/22 3 OF 16 CONDITION FOR ALL STRUCTURES: ANCHOR BOLTS a 3q" O.G. 29,'-0" 51-011/6'-3" 28'-O" T-O.. • 32'-O" 6'-O"!I'-b 52'-0" iv SECOND FLOOR o NOTES: I.TABULATED SPLICE LENOTH5 ASSUME TOP PLATE-TO-TOP PLATE " CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" b'-0"/10'-O" • I. MIN. 1" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK a 4'-0" O.G. ,„ D A ,O END 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. d FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" 50'-O" 13'-0" TYP.STRAP w/(3) +( � CONDITION IN EXPOSURE B STROKE ' TOP TWO COURSES SOLID ad NAILS EA. END 3.TABULATED 5PLICE LENGTHS ARE BASED ON b FOOT WALL 6O'-O" 12'-O"/15'-0" 60'-0" I61-0" OF EA. STRAP E USED HT5 FOR OTHER KALL TS,H,THE TABULATED UNIT :2. ANCHORS NOTED HEREIN ARE NOT TO OR REPLACED BY HOLD DOWNS FOR HHEARWAL�S HEI FOR ALTERNATIVE WALLEHEI6HT5 MULTIP ABOVE 70-O' 14-O 70-O" IQ'-O FIRST FLOOR LATERAL LOADS SHALL BE MULTIPLIED BY H/b; w " PLAN DIAGRAM OF ZONES �* n " (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): , , I V NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 $ 12 � � � �� � I iS� Io WALL- 12s bo-o bo-o' ----- -.- 22'-0' - - REFLECTIVE REFLECTIVE FROM ENDS AND CORNERS (TWO ® CORNERS) q'WALL- 1.125 -. (SEE DIAGRAM TO LEFT) THIS COLUMN w/MULTIPLIER BACK® 4=0" O.C. WHITE u'waLL- I L25 RED PANTONE N 4. COORDINATE w/ HOLDOWN LOCATIONS 12. WALL- Is FOR 10'-0"WALL RNA.✓'" 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING ORAPHICS - - CONTINUOUS BUILT—UP C IRDERS, 5 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REO'D FOR FRAMER TO HAVE A F I REBL.OGK 1 NO FOR PLATFORM WOOD DRAM I NO WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ____ ___ ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTION5 OF THE RESIDENTIAL CODE) B TPEE Ab WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER Q BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. W NON-LOAD BEARI NO WALL OFFSET FROM SUPPORT A (2)R01-15 IOd NAILS a M"O.G. 1 P THE SPAN LENGTH FROM AN INTERMEDIATE Lu 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T -U C6 f -- SUPPORT. NO TWO ADJOINING JOISTS NOR MORE l STUDS STUD B �I(3)ROWS IOd NAILS a 12"o.G. SERVES AS FIRESLOPPIN6. P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q ., N SUBFLOOR SUBFLOOR - (DBL.a � TWO_PIEGE m BOLTS a 12'O.G ED.STA66ER ; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE •� Ln G PLATE SERVE AS FIRESTOPPING. w BUILT UP GIRDER P MAX.32' NAILl 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE SOLE PLATE SOLE PLATE (� In„ m BOLTS a I6•O.C. TWO IP EGE GIRDERS ARE TO BE NAILED FROM ONE _ O m BOLTS O 24'O.G. SIDE WITH IOd NAILS, TWO NEAR EACH END OF J015T 5ERVE5 AS FIRE5TOPPIN6. — C9 E (2)ROWS I/2" L T_ BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE rj 5. FIRE5TOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING o C (v z O (�(2)ROWS 3-51W TRUSSLOCK SCREWS a 12'O.G. 6 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL I F SCREWED ON(1)51DE OF MEMBER OR OF NONCOM-BUSTIBLE FILL. p_ — � LINE; OR GIRDERS ARE TO BE NAILED FROM EACH - •C>3 T_ (2J ROWS 3-3/8'TRUSSLOGK SCREWS a 16•o.c. P IS w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE X N SCREWED ON(1)SIDE of MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN (2)ROWS 3-3/8"TRUSSLOGK SCREWS a 24"O.G. BETWEEN NAILS IN A HORIZONTAL LINE. — JOISTS SERVE AS FIRESTOPIl 0 O z C9 JOIST H 15GREWED ON(1)51DE OF MEMBER P C O m •ate-+ MAXIMUM OFFSET (2)ROWS 5'TRUSSLOGK SCREWS a 12"O.G. -PIECE -1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE: AND CV (� W J BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d � O J015T DEPTH,d SCREWED ON BOTH SIDE OF MEMBER- P 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q O a O MATCHED SIZE OF BLOCKING NAILS ON EA. SIDE w/TWO NEAR EA. END OF EA. - SERVE AS FIRESTOPPIN6. r- ---- - (2)ROWS 5"TRU55LOGK SCREWS a I6°O.G. 4 UNDER NON-LOAD BEARING FIRESTOPPING AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE PARTITIONS 032" O.G. 3 BLOCKING - - ---— OTHERS STAGGERED w/ A DISTANCE OF NOT MORE / 5. THE HEADER SERVES AS FIRE-STOPPING. S - -- - - L (2)ROWS 5°TRUSSLOCK 5GREW5 a 24.O.G. BETWEEN 1/b SCREWED ON BOTH SIDE OF MEMBER a 1/4 of A THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE ____ - --- --- � ! 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL GE I L I NO BRAG I NONOTE: P FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS O — 5T ADDED BETWEEN STUDS IN PARTITION ADJACENT TO n , CANTI LEVERED FLOOR 1 I5 d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/20d NAILS AS SPECIFIED STRINGER TO SERVE AS FIRESTOPPIN6. W GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN b"OR SMALLER FOR THE THREE-PIECE GIRDER. — 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR d CONNECTION PATTERN 'B'WHEN 10"OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH TUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INGH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER P, GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SUBFLOOR ,SOLE PLATE 2"x4"CONTINUOUS i5ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR � FIRE5TOPPIN0 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF 4_, LATERAL BRACE a V O.G. TRUSS / THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U JOIST 2) IOd NAILS TRU55 OR LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED AWRY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL rI 1 1�A I L I N� PATTERNS FOR SIDE LOADED BEAMS (I FLUSH BEAMS) PLATFORM FRAME CONSTRUCTION SHRINKAGE IBAGKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON -�--•� -LOCATIONS REQUIRUNG FIRESTOPPING- NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE 10)Bd AS FIRESTOPPING. NAILS FIRE- FIRE_ WOOD FIRESTOPPING FIRESTOPPIN6 5TOPPIN6 STOPPING FIRE- FIRE- SOLE FA5TENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS rm JOIST h ! 5d COOLER NAILS a 10"O.G. NAILED' BOLTED' II j! ';' U LOOKING 2'x4"BLOCK NAILED TO EA.BRACE 1m FIRESTOPPINGT'NNCE�N 2 ROWS Ibd 8 ROWS Ibd 2 ROVLSJS' 2 ROWS ' 2 ROWSY w/(4) IOd NAILS COMMON COMMON BOLTS a 241 , BOLTS BOLTS O 12"O.C.0 O 12'O.G.& O.G.5TA65ERED O 12"O.G. a 61 O.G. COVERING 15 APPLIED STUD GYPSUM BOA 20 ga.STRAP --- -- TWO ROWS 12,O.G. THREE ROWS 12'O.C. JOISTS Q DOUBLE PLATE ♦ o e " o 0 0 0 o TO UNDERSIDE of •/�� Sd COOLER NAILS a 10" O.G. n1 q0) bd NAILS BEAM SELECTION w/ STD. NAILING LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 V J JOIST SHALL BE LOCATED DIRECTLY All NOTE: ENDWALL 5 AS NOTED IN NOTES -1 8 8 0 0 " " " o 0 o W 5 NONCOMBUSTIBLE ALTEiiNATE DENOTES ALT.FOR USE OF DRYWALL SCREWS SOLE LOCATION EDGE Q OVER STUDS,UNLESS TOP PLATE IS 4° a /12"a FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM ED6E5 WOOD FIRESTOPPIN6 DESIGNED TO CARRY THE LOAD SCREWS a6 - tY4^TYPE W OR 5 FIRESTOPPIN6 LOCATION 6 2.BOLT HOLES ARE TO Be TaE SAME DIAMETE2 AS THE BOLT AND SHOULD BE LOCATED 2- TWO ROWS 24'O.G.STAGGERED TWD ROWS 6'O.C. LOCATION 5 FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL TIGKHESS OF THE MEMBER USE WASFER5 UNDER HEAD AND MIT' O O F> O n O O O O O OVERLAID ROOF 5.STA66M EACH ROW OF FASTENERS BY 121. p [) O O \ ' III,, 2"SPACE NOT �\ \ ATTACHMENT GALLEY 4.FOR A TREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. I'11 I!il' To BE FILLED NONcoMBusnBLE FIRESTOPPIN6 S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPING APPROX I INCH TICK BOTH SIDE OF THE MEMBER 6.VALUES FOR NAILING COM•EGnN5 O MAY BE DOUBLED FOR 6°O.G.OR TRIPLED \ \FOR 4.O.C.NAIL SPACING. LOCATION -1 \ - 5TD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS• STRAPPING w/ 'T.2 ROWS OF Ibd COMMON NAILS(12'O.GJ FOR DEPTHS 12'OR LESS FIRESTOPPIN6 4 Bd NAILS LOCATION 8 LOCATION 9 a EA.END a R.R. a.S ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS OF 14',Ib'i W. LOCATION 10 FULL WIDTH 2" BLOOKIN ZO w to OONSTRUOTI ON DETAILS I$ WIND LOAD PATPATHOONNIEOTI ON DETAILS TOP PLATE DRILL 2",P INTO ROOF INTERSECTION DETAIL DECK FOR STRAPPING INSTL. . NOT TO SCALE EXIST OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 lod NTINUOUS LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW S EX. R.R.AS SHOWN KING STUDS— PLAN VIEW NOTE: 51MILAR a Si WOOD JOIST --O WOOD JO I S ROOF,R.R. IN LINE CRIPPLE STUD _ -fl BLOCK I NG JOIST HANGER HEADER GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR - W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER o JACK STUDS � WOOD GIRDER � WOOD JOIST � -- - • � � MAIN MEMBER lu 40• 30< � IW- -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 3 APPROX. 30" w/THE MAIN MEMBER 8 STARTED APPROX. THE LENGTH OF THE NAIL FROM THE MEMBER END, CUNNINGHAM I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER,STRAIGHT THROUGH 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 ADDITION MEMBER, FOR THI5 APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 3. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD (D WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE BOTTOM PLATE F� 1300 INDIAN NECK LANE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR _ PE INDIAONIC, NY NECK LA DOUBLE JOIST DOUBLE JOIST —fl TOP PLATE GHIM. CHASE SECURING © STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS fl 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/5TU1DS TO ATTIC FLOOR 4 51-1 TO R/L SIDES w/STRAPPING TO R/L SIDES) TOP PLATE a o -1 fill WIND R S STANT CONS TRUST 1 ON � O ONNETORS PAGE: GHIM. CHASE WALL �z p � G-004mOO CONNECTION LOCATION: PART NUMBER: NOTES: RIDOE-TO-RAFTERS C520 @ 21" APPLY TO EACH PAIR OF RAFTERS tu Q RAFTER-TO-WALL H7 APPLY TO EACH RAFTER DATE: 12/19/22 4 OF 16 z ROOF o o a RAFTER-TO-PLATE H,5 or H2.5 APPLY TO EACH RAFTER REQ'D SLOPPING Q a a TO ALIGN w/STR/,PPING PLATE-TO-WALL STUD C520 LaI&" APPLY TO EACH WALL STUD Q F w ® EA THE FIRST ®OVE z W � 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 @ 36" APPLY TO EACH WALL STUD FLOOR/CLG. ® O HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD �gEDA CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH GRI PPLE STUD d' � � 0 SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END TA'k;1 , ? 0 IST. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE ,._. , al Y I EY `l FLAN Y I�Y `I t ...1..a:;l+� SIDE (USE WITH 3" SQUARE WASHERS) =� �tt �)i y' USE THE FOLLOWING OR APPROVED 5IMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. (5EI FERAL 5",-r��50L KENr : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. a ______ EXISTING TO REMAIN Q WHEN APPLICABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL I I I W 5TL. WHEN APPLICABLE) f� I J cu NEW N I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL I ___ ___ I FOR 4" WALLS I I I Q {-' CV WOOD FRAME (L.G, STL. � POST WHEN APPLICABLE,) (MIN. (2) 2"xb" STRUCTURAL _ ___ EXIST. Q P05T FOR b" WALLS), U.O.N. I I ------ I I 2'8"WXI'2"H HOPPER = -0 } 0 NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL. O CV z O WHEN APPLICABLE;) EXISTING STAIR N X a - . I TO BE DEMOLISHED x r-W - .Q r U w I------ O X :3 N a I I O p 0 �-' C9 O m Z r- ---- I O N c6 I I p EXISTING STAIR L____J x �Jl TO BE DEMOLISHED I N ____ I x n 1 B WH L J CHIMNEY BASE GONG. BLOCK �0 U (3) 2"xb" DROPPED � W Q m O ■ �_ EXIST. cv ly BASEMENT UNHEATED N U p iL -UNFINISHED- L j N z � V (V X O � ■ n � W" W (D PROPOSED BASEMENT I7EMOL I TI Oil FLAN SGALE: 1/4" = 1'-0" EXISTING SCREEN PORCH TO BE DEMOLISHED -------------- PORTION OF EXISTING �r DECK T:;) BE I I I r--- /__,___VEMOLI5HED -------------� I II I II I II I 11 I it I 11 I I BILGO DOOR TO BE I I REMOVED I I I I I I\ I I II i 11 I I I I II I 11 I I I I II I II I I I I II I II RELOCATE I I I II 11 EXISTING WINDOW I I I I I I I I I I II I II EXIST. EXIST. z _ _ --1_-_ _I___ Li- 2'0"WX3'1"H D.H 2W-'KX4'1"H D.H U RELOCATE I I EXIST L J I \ �, . I I I (1� OAS METER ---___-- � G GL I I I =� LJ �u I EXISTING BATHROOM I I I I I TO BE DEMOLISHED ALL EXISTING CABINETS, L J I I I I /F=� � PLUMBING FIXTURES IIII APPLIANCES TO BE REMOVED ;I -_ - Ii Q RELOCATE I 1 EXISTING WINDOW III EXISTING WALLS 11 t�\��� _--_ ---- i j L= EXIST. III TO BE DEMOLISHED EXIST. �L_-_i L_ _J F �p BEDROOM rl� KITCHEN I --� I EXIST. I i 105E PROJECT: -- I GL. i l ice\ I I u L RELOCATE I I I " - N-0- /r // EXI5TING WINDOW;;; CUNNINGHAM EXISTING STAIR � ADDITION RELOCATE I I TO BE DEMOLISHED \ w II \° i� III ELECT. METER I \ II EXISTING CLOSETS I \ u1 i�� �/ \ TO BE DEMOLISHED I C----- -_------�----� -- --- ------- --- u HALLWAY 1300 INDIAN NECK LANE EXIST. I I EXIST. I EXIST. GL. I GL. I I GL. PECONIC, NY 11958 EXISTNG WALL EXISTING WALLS TO BE DEMOLISHED TO BE DEMOLISHED ` RELOCATE III I DRAWING TITLE: EXISTING WINDOW I II 0 L i ii I PROPOSED DEMOLITION PLANS ?_ I EXIST. �t EXIST. LIVING ROOM I L_ EXIST. N= - BEDROOM w m 140 S.F. PAGE: x / A-1.0mls x I \` OO wrv -----� REMOVE I EXISTING WINDOW I ------ DATE: 12/19/22 5 OF 16 (2)EXIST. I 3'0"WX4T'H D.H I I I DEMOLITION NOTE: L- --- --- -- PROVIDE SHORING AND SUPPORT TO ALL AFFECTED STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT L -J OF ANY DEMOLITION OR CONSTRUCTION. EXISTING STOOP TO BE DEMOLISHED ut 46 PROPOSED FIRST FLOOR r�EMOL I T I Oil FLAT 0,774VI, SCALE: 1/4" = 1'-0" (5ENEF2.,AL SNr "I50L <EY : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT — WOOD FRAME (L.G. 5TL Q I EXISTING TO REMAIN WHEN APPLICABLE) �--•� NEW WOOD FRAME (L.G. W FOUNDATION WALLLu NE F W 5TL. WHEN APPLICABLE) cc J cy) NEW I-HR FIRE RATED ® MIN. (2) 2 x4" STRUCTURAL 4 O � WOOD FRAME (L.G. STL. POST FOR 4" WALLS N WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR (9" WALLS), U.O.N. — C04 NEW 2-HR FIRE RATED > _ WOOD FRAME (L.G. 5TL. 00 O N z O WHEN APPLICABLE) a- •ca Lo c X N O O O 4-J 1 FOUNDATION PLAN NOTES 4-1 4 m 4-� O N TYPICAL P. CONIC. Q G. FOOTING 4 WALL CONSTRUCTION: O ccO • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD O a O 4 SILL SEAL • ANCHOR BOLTS AS PER PAGE 6-003 • P. GONG. FOUND. WALL AS PER DETAIL UPON • P. GONG. FOOTING AS PER DETAIL • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • S.O. FOOTING 3'-0" BELOW GRADE MIN. • 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / STOOPS (WHEN APPLICABLE) • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) DN •� HOLDOWN (FOUNDATION TO IST FLOOR): O n1 HOLDOWN 'D' AS PER PAGE 6-003 W OI6"x&" DEEP P. GONG. CONTINUOUS FOOTING AS PER DETAIL -EXISTING DECK TO REMAIN- NEW UN-REINFORCED P. GONG. SLAB 24-0 1 O I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON b z 2. 6 MIL POLY VAPOR BARRIER UPON — — — — - — — — — 3. 4" (MIN) GRAVEL BASE I .• — O4 FOUND 4 POSTS FOR NO. DECK: 3 IA o I 2 o IA I u •!^ NO. P.T. POST 4 P. GONG. PIER UPON FOOTING A5 PER I `; m;� I I v V J DECK DETAIL (TYP) 0 I I NEW HOPPER Q Q 4 a I 2'8"wXI'2"H FOR WOOD STAIRS a GRADE: I Q O5 4" THK. P. GONG. PAD 5" WIDE x RE:Q'D LENGTH UPON (1) to a I ~ b" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® a I '• I I i j I APPROXIMATE MAX. 16" O.G.,U.O.N. (MIN. 3 STRINGERS) I I 1 AREA OF EXIST. TYPICAL LEDGER BOARD a EXT. DECK: I/ WASTE LINE NEW CASEMENT 13'-7" I _ 22'-I" Ob I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS I 3'W x 4'H EORE55 2. SECURED w/(2) 5/a" 0 x 5" LONG H.D. GAL. LAG BOLTS I (4 S.F. CLEAR OPENING) 016,10.0. 10 8 3. INSTALL H.D. GAL\/. JOIST HANGERS SY 'SIMP5ON' (OR EQUAL) EXIST. 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 4 I NEW BASEMENT 2'8"WXI'211H HOPPER BENT OVER TOP EDGE OF LEDGER BD. 5. SEE NOTED DETAIL I 273 S.F. -UNHEATED- Qr i -UNFINISHED- Q INFILL EXIST. STAIR w/NOTED WD. FR. O r — O PROVIDE JOIST HANGERS ON ALL JOISTS ® OAS , ! z EA. END 4 NEW 5UBFLOOR TO MATCH EXIST. cV ERVIGE _ FOUNDATION WALL OPENING: I NEW HOPPER �ry Og 1. 3'-6"x7'-O" MASONRY OPENING IN FOUNDATION ® I-I I 2'8"WXI'2"H 0= I-I EXISTING STAIR OPENING. A-501 Lu X A-501 2.SEE NOTED DETAIL 3N Oq EXIST. MECHANICAL: Ax I A s L - I. EXIST. WEIL Mr-LAIN PLUS 40,56 GAL. INDIRECT w uuj WATER HEATER TO REMAIN Q v 9 B WH PROVIDE POWER VENT 2.EXIST. BURNHAM BOILER (MODEL NO. 200 AMP d Q 204NGL-TEi2) TO REMAIN (RUN HOT WATER TO ELECT. PANEL NI d AIR HANDLER AT ATTIC) 3.NEW ATTIC AIR HANDLER 36,000 BTU MODEL NO. 5CRM8663653144 TO REMAIN LO 4.F.A.I. AND FLUE TO REMAIN O 5. MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL UNITS AS PER NYS MG 306.1 IA k.51- b.MAINTAIN ALL APPLICABLE VENTING = 9'-q" STRUCTURAL SUPPORT CLEARANCES REQUIRED PER NY5 MG &04. ,— I ® EXIST. CHIMNEY (I ) r® 10' a 7. EXIST. HOT WATER BASEBOARDS TO REMAIN v GONG. BLOCK O BASE TO REMAIN am OR BE RELOCATED EGRESS W W T INDO WELL: N-, I— " ~ a Z W PROVIDE NEW EGRESS WINDOW WELL 4 COVER BY _ I ~ 10 "ROCKWELL;bb SERIES" bb"W.X44"H. OR EQUIVALENT. 1 EXIST. X iq INSTALL AS PER MAN. SPECS. w cv I 1 BASEMENT X C) O 5 -UNHEATED- z L � -- u� A-4ol , cV -UNFINISHED- ME dJ Q 1 I W N ti l H s 1 i PROJECT: EXIST. ry 4 WATER Q 1� SERVICE CUNNINGHAM �V-vi - ADDITION 1 ALIGN ALIGN T APPROXIMATE I 1 N 1 O AREA OF EXIST. 1300 INDIAN NECK LANE 1 I I �9I .; , BURIED WATER LINE _ rQ 4 I r PECONIC, NY 11958 1f� FA I � � � �I DRAWING TITLE: ir � �- - - - - - - - - - - - -=-- I - - - - - - - - - - - - - - - - - - - - - - - ° PROPOSED FOUNDATION PLAN O ' 77777777. 121_OII 10.1 I I'-I" III-I" I I'-I" I I'-I.I 101. o s 10 20 PAGE: FROPOSED FOUNDATION FLAN GRAPHIC SCALE 1/4"=1'-0" 1 A-102m00 O S.F. I AE3I TAE3LE Sf'AC E; 0 S.F. GROSS AREA SCALE: 1/4II = I -OII DATE: 12/19/22 6 OF 16 M F > ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING 8 STRAPPING DETAILS. 0 E N E R A L S*Nr�5 O L <E"',r : **SEE DOOR SCHEDULE FOR ALL 6LA55 DOORS FROM SAME MANUFACTURER** (SEE HOPPER LOCATIONS ® BASEMENT PLAN) DOOR SCHEDULE NEW PARTIAL HEIGHT WINDOW CHART _ EXISTING TO BE DEMOLISHED DOOR MATERIAL � ' �-i/i� WOOD FRAME (L.G. STL. --- "- � EGRESS _ _ Q WHEN APPLICABLE) ROUGH OPENING WINDOW DIMENSION CLEAR TAG DESCRIPTION MANUFACTURER p a N FIRE NOTES O EXISTING TO REMAIPd TAG TYPE MODEL # OPENING TEMPERED O Q N RATING ui SNEH TL. OONDA FRAME (LLE) NEW FOUNDATION WALL WIDTH REQ'' 20" WIDTH HEIGHT O u~I LLI 45 MIN. RATED HEIGHT REQ'D:24" � � � J co : WIDTH HEIGHT WIDTH HEIGHT OPEN REQ'D: 5.-f S.F. - SELF-CLOSING (� - - --- NEW I-HR FIRE RATED ❑X MIN. (2) 2"x4" STRUCTURAL I A (2) DOUBLE HUNG TW30410 5'-.2 J� 5'-O J" -JI 3'-I 5'-0 J" 6.2 S.F. FIRST FLOOR Q ' N POST FOR 4" WALLS WOOD FRAME (L.G. :5TL. C RELOCATED - - -- SINGLE SWING W/ FWH5465A5R - - - - -- - - - - - O -- WHEN APPLICABLE) (MIN. (2) 2'xb STRUCTURAL B (5) DOUBLE HUNG f �[ 2,e" 4'-I" - F 101 SIDELIGHT ANDERSEN • KITCHEN ENTRY OPOST FOR 6" WALLS), U.O.N. -- - --- --- - _- L_6751JFO_.0 AL J _ - _--_NEW 2-HR FIRE RATED - - -RELOCATED - -- ---- - - - - WOOD FRAME (L.G. STL C (i) DOUBLE HUNG L�- L 2'-5 ' " 102 SLIDER 8-O' b'-8 - • REAR DECK C O _C CV z O WHEN APPLICABLE) GI (I) DOUBLE HUNG TW26210 2'-8 �" 3'-O �" 2'-7 3'-O g�" 105 SINGLE SWING 1'-6" 6'-8" • LO L LAUNDRY R00M 2 x U N D (I) DOUBLE HUNG TW24210 2'-6 �" 3'-0 �" 2'-5 3'-O �" 104 SINGLE SWING - b'-8" I • ��I�� BATHROOM O O 0 C9 E (2) DOUBLE HUNG TW20410 2'-2 �" 5'-O �" 2'-I " 5'-O " -�- -- �--J- 11 -_- O FLOOR PLAN NOTES MASTER cm +-' __-.--_--------___-- ____-___- 105 SINGLE SWING 2'-6" b'-8" •• l O ) DOOR NOTE: PROVIDE NEW 6A5 FIREPLACE UNIT. HOMEOWNER TO F (1) DOUBLE HUNG TW210410 5'-0 8" 5'-0 �" 2'-II 8" 5'-0 5.5 S.F. --_ ---� �� -C BEDROOM Q O a T I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O SELECT. CONNECT AS PER MANUFACTURER SPECS; ____-_-"__--_ _ fIL I' I 106 BARN DOOR 2'-4" b'-8" • MASTER O PLANS BY JELD-WEN' (OR EQUAL). PROVIDE ALL NECESSARY VENTING THROUGH WALLS EXTENDED __-__-_ n' BATHROOM 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON TO EXTERIOR. G RAISED CUSTOM b'-O" I'-b" (� - ATF 107 BARN DOOR 2'-O" b'-8" I • �u' WALK IN CLOSET THERM .U' (OR EQUAL). EYEBROW L 1 3.DOOR TYPE TO SELECT NEW LAUNDRY ROOM: PLANS BY 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS O I. NEW WASH/DRY HOOK UP H (1) AWNING A51 5'-0 g" 2'-O �" 4'-II 108 SINGLE SWING 2'-6" 6'-8" • BASEMENT STAIR' 5. INSTALL AS PER MANU SPEC.'S 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s _ L IL --- 6.PROVIDE (2) 2"x8" HDR.,U.O.N. w/SIZE OF EQUIP. -- - -- I (2) TRANSOM CUSTOM 5'-O" 2'-O° FRONT ENTRY 1. SEE PAGE G-003 FOR ALL OTHER FRAMING 3.PROVIDE HOOK UPS AS REQ'S PER MANU. IOq SINGLE SWING 3'-O" 6'-8" • • ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. - _------ _ OSTAIR 4 RAILING NOTE: DRYER EXHAUST NOTE: 2 I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" Ri 4 MIN. 10" Tr - RISERS SHALL BE CLOSED I. DUCT SHALL TERMINATE EXTERIOR MI 2. 42" H16H GUARDRAIL 4 SPINDLE 5PAGIN6 2.DUCT SHALL TERMINATE MN. 4'-O" FROM ANY U NOT TO ALLOW PASSAGE OF A 4" (P SPHERE; OPENINGS • 56" HIGH HANDRAIL 4 SPINDLE 5PAGIN6 NOT 3.DUCT SIZE L PER MANU. (D TO ALLOW PASSA6:= OF A 4" 0 SPHERE 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER W 3. TO ALLBLE RAIL AS PER CODE 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 4. RAILING TO BE WOOD CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM • SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO OSMOKE DETECTOR / GO DETECTOR NOTES: EXCEED b FEET AND SHALL BE LISTED AND LABELED 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT IN ACCORDANCE WITH UL 2158A. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID r l HARD WIRED TO EACH OTHER w/BATTERY BACKUP. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS �••/ 2.INSTALL ALL AS PER MANU. 5PEG.'s RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL IN COMPLIANCE WITH LOCAL CODE SCREWS "I. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATION.THE V J `� O WINDOW NOTE: MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 ^` I. ALL NEW WINDOWS 4 DOOR5 SHALL BE ANDERSEN FEET FOR EACH 45" BEND AND 5 FEET FOR EACH q0" ,D N EXISTING DECK am �J CASEMENT,DOUBLEHUN6,OR GLIDING (AS NOTED); BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES O i INSTALL A5 PER MANU. SPEC.'S. FOR NOT INCLUDE THE TRANSITION DUCT. _ Q SUBSTITUTIONS,SEE NOTE #q IN "GLA55 WINDOWS AND DOORS" ON PAGE 6-002 IF CASEMENT NEW EXHAUST FAN SHALL BE INSTALLED WHERE 24'-0" 46'-I" WINDOWS - ALL CSMNT WNDWS SHALL HAVE 22--I" STRAIGHT ARM HINGE WHEN O VENTILATION 15 NOT MET BY MEANS OF NATURAL 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE CIRCULATION THROUGH WINDOWS OR DOORS TO TILT WASH OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION 405.5.2.5; INSTALL AS PER MANU. SPECS 3.ALL GLAZING WITHIN ISABOVE 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND GI 4 G GI 4 I ( 102 WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A O NEW ATTIC ACCESS - HATCH: - MINIMUM (2) 2"X5" HEADER U.O.N. q -- ---- _ I. OPENING (MIN. 30"x30") EGRESS NOTE: 2.DBL. FRAMING WHEN NEW OPENING DW I B '+ IN COMPLIANCE WITH NEW YORK STATE BUILDING 5.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS O N Cd I I 12 WALL-MOUNTED - ry CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF MITSUBISHIE6RE55 SHALL BE FOLLOWED: m IL 10 4 NET CLEAR OPENINO........... 5.77 S.F. 1O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 a- _ PROPOSED NET CLEAR HEIGHT............... 24" MINIMUM 12 T O NET CLEAR WIDTH................. 20" MINIMUM TON _ KITCHEN TYPICAL BATHROOM NOTE: NEW FLOOR: NDENS O 3'-6" m 4'-o-CATHEDRAL GEILING� 6'-0" O I. WALL BOARD II I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); TSUBI H I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN SCREW PERIMETER OF SHEATHING 4" O.G. 4 12" O.G.® OO z I'-10" PROVIDE SUPPLY ALL BATHROOMS INTERIOR. VENTS FROM ABOVE 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 2.NEW FLOOR FINISH PER H.O. SELECTION O EXIST. EXIST. TUB SURROUNDS LINE OF GEILINI6� T `I B 2. SHOWER FLOORS A/C NOTE: - - - - -p ~�- - ® - _ _ -® - - - �� 2'O"WX3'I"H D. 2'8"WX4'I"H D.H 2.1. NEW TILE FINI544 (H.O. TO SELECT) UPON 12 I. NEW WALL HUNG UNITS ® FIRST FLOOR FOR COOLING Q (3 2.2. CONCRETE MUD-SET(SLOPE I/8" PER FOOT 2.NEW AIR HANDLER IN ATTIC FOR SECOND FLOOR(HOT Q TOWARDS DRAIN) UPON WATER COIL) (HEATING 4 COOLING) u� - 2.3. WATER PROOF MEMBRANE TO COVER SHOWER 5.HEATING AT FIRST TO REMAIN FLOOR, WRAP ;DRAIN 4 ATLEAST IS" UP WALLS 4.ROUTE COOLANT LINE AS REQ'D FROM A/C COND. N x x II PROP. r (� 5 O A/C CONDENSER: iv v ' I. NEW A/C CONDENSER LOCATION 6 J LAUNDRY MODIFIED 36" 5' V. 2. SIZE CONDENSER BASED ON NYS MECH. CODE. Q 24" PROPOSED 0. ROOM BATHROOM PROP. MASTER 3. PROVIDE PROPER TONNAGE TO ALLOW FOR COOLING 0 PANTR GREAT ROOM , -TILE- -TILE- O O BATHROOM V55HONE5R O J TILE^ OF ENTIRE GU. FT. �N u- II 10 N 10 4. INSTALL CONDENSER ON GONG. PAD W, Q I-I z- 24" O - - AI301 cn A-301 D O iv LIN. Z 4 p vl 104 5'-1" 4'-4" w v 1 - PROP. U tt m I O 1 lob WALK-IN - --- m ETHERMOSTAT N ALIGN l05 3 r ZONE I PROP. m lol ALIGN m HALLWAY Q. OM/ J ti i b-O 108 NEW (1 2) R.1 ® _7.5' N Q I DN (1 6) Tr 10 3' 6» MODIFIED 12 WALL-MOUNTED PROJECT: MASTER MITSUBISHI - PROPOSED BEDROOM ❑ w n 13'-3" BUILT-IN (6- I„ S.F. CUNNINGHAM COVERED $ �O PORCH ^-TIMBERTEGH DECKING- Q Q z ADDITION O NEW DINEXIST. LIVING ® ® NATURAL LIGHT l$ VENTILATION (1) RI ® F ROOM 2 (HABITABLE SPACE) p ❑ ❑CENTER STEPS ON WINDOWS lu m U FLOOR AREA I77 S.F. o s o MODTIFFI z REQ. S.F. PROV. 1300 INDIAN NECK LANE PECONIC, NY 11958 z -OPEN ABOVE^ LICHTIN6;MIN. 8� -a - OF FLOOR AREA 14.2 S.F. 31.5 S.F. N ' VENTILATION;MIN. xt WALL-MOUNTED 1 ,.1 S.F. 12.4 S.F. DRAWING TITLE: MITSUBI5HI lOq 4' OF FLOOR AREA _ - PROPOSED FIRST FLOOR PLAN 12 (2)EXIST. A 4 A 4 3'O"WX4'I"H D.H PROPOSED O COVERED PORCH O NEW UP r ^-TIMBERTECH DECKING- Q (5) RI ® t 7.5" PAGE: 36-4° -TIMBERTEGH RAILING A-103m00 ❑ x �j ❑ ul - ❑ _j J 41 - PERMACA5T 'CRAFTSMAN' COLUMN )> rn m DATE: 12/19/22 7 OF 16 10.. CENTER STEPS ON ENTRY DOOR ARO�� 0 5 10 20 U�•C,,��� S PROPOSED FIRST FLOOR PLANUJ GRAPHIC SCALE 1�4"=1'-0" `' 268.6 S.E. HABITABLE SFA(f E; 1,268.6 S.F. OROSS AREA SCALE: v4 I -o K,_., r 0 . ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "6-003" FOR NAILING 4 STRAPPING DETAILS. S E N E A L S'�t,-1 5 0 L <E� : **SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER" (SEE HOPPER LOCATIONS ® BASEMENT PLAN) DOOR SCHEDULE NEW PARTIAL HEIGHT WINDOW CHART --------- - - _ EXISTING TO BE DEMOLISHED DOOR MATERIAL 0- WOOD FRAME (L.6. 5TL. -- - - - - -- -------- EGRESS __ Q EXISTING TO REMAIN ROUGH APPLICABLE) ROUGH OPENING WINDOW DIMENSION CLEAR TAG DESCRIPTION MANUFACTURER j p Ul FIRE NOTES TAG TYPE MODEL # OPENING TEMPERED WIDTH HEIGHT43 F_ Q RATING LJJ NEW WOOD FRAME (L_.G. NEW FOUNDATION WALL -- - - --- - - HE GHT REa'D:2O" � 45 MIN. RATED J l U STL. WHEN APPLICABLE) L WIDTH HEIGHT WIDTH HEIGHT OPEN REG'D: 5.'1 S.F. �_ SELF-CLOSING - -- f MIN. (2) 2"x4" STRUCTURAL A (2) DOUBLE HUNG TW30410 3'-2 �" 5'-O 3'-I 5'-O 6.2 S.F. SECOND FLOOR Q +-' N WOOD FRAMERE(RATEDLF �O c ® POST FOR 4' WALLS -- --- - --- - L WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL B (5) RELOCATED ' " ' ' 201 DOUBLE SWBEDROOM GL CPOST FOR 6" WALLS), U.O.N. DOUBLE HUNG �- ----- '� IE- - _- l _ - 70 NEW 2-HR FIRE RATED C (I) RELOCATEDIF w c. _DOUBLE HUNG _ _ 202 SINGLE SWING 2'-b" b'-8" • BATHROOM i Z WOOD FRAME (L.G. _�TL. - E___-_---- O .O N O _ f lWHEN APPLICABLE) GI (I) DOUBLE HUNG TW26210 2'-8 �" � 3'-0 �" 2'-'i ll 3'-O �" 203 SINGLE SWING 2'-roll b'-8" ��L�J BATHROOM Q_ co Lo Y D (I) DOUBLE HUNG TW24210 2'-6 �" 3'-O IL 2'-5 3'-O " �F 204 SINGLE SWIN6� 2'-0 6'-8" • � ll FAMILY RM GL O Q O Z N - C9 FE (2) DOUBLE HUNG TW20410 2'-2 " 5'-O 2'-I " 5'-O _-.---- m FLOOR PLAN NOTES 2o7___�L SINGLE SWING 2'-roll 6'-8" BEDROOM l 0 O C6 1 ��� u DOOR NOTE: PROVIDE NEW 6A5 FIREPLACE UNIT. HOMEOWNER TO F (I) DOUBLE HUNG TW210410 3-O g" 5.-O $ 2-i I e 5-O 5.95 S.F. O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O I 6 SELECT. CONNECT AS PER MANUFACTURER SPECS; IL ___-- PLANS BY 'JELD-WEN' (OR EQUAL). PROVIDE ALL NECESSARY VENTING THROUGH WALLS EXTENDED 2.INSTALL NEW EXTERIOR DOORS W+EN GALLED OUT ON TO EXTERIOR. 6 RAISED CUSTOM PLANS BY THERMATRU' (OR EQUAL). EYEBROW L ,„ 5.DOOR TYPE TO SELECT NEW LAUNDRY ROOM: - - - - rWl 1 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS O I. NEW WASH /DRY HOOK UP �H (I) - AWNING A51 5'-O - 2'-0 �" 4'-11 �" 2'-O " 5. INSTALL AS PER MANU SPEG.'s 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s LLL _____-_ _- L 6.PROVIDE (2) :2"xb" HDR.,U.O.N. w/51ZE OF EQUIP. LI (2) TRANSOM CUSTOM 5'-O" 2'-O" 1. SEE PAGE G-003 FOR ALL OTHER FRAMING 3.PROVIDE HOOK UPS AS REO'S PER MANU. IL: ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. -- --- ---- STAIR $ RAILING NOTE: O I. ALL NEW STAIRS SHALL HAVE MAX. b-1/4" RI DRYER EXHAUST NOTE: 4 MIN. 10" Tr - RISERS SHALL BE OL05ED I. DUCT SHALL TERMINATE MI v EXTERIOR / 1 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING 2.DUCT SHALL TERMINATE MN. 4'-O" FROM ANY NOT TO ALLOW PAS5A6E OF A 4- -P SPHERE; OPENINGS nl 56" HIGH HANDRAIL 4 SPINDLE SPACING NOT 3.DUCT SIZE L PER MANU. W TO ALLOW PASSAGE OF A 4" 0 SPHERE 4•DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 3. TO ALLELE RAIL SE PER CODE 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 4. RAILING TO BE WOOD CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO OSMOKE DETECTOR / GO DETECTOR NOTES: EXCEED 5 FEET AND SHALL BE LISTED AND LABELED 3 I. CONTRACTOR. SHALL PROVIDE CODE COMPLIANT IN ACCORDANCE WITH UL 2158A. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 6.EXHAUST DUCTS SHALL BE MIN O.OI6" THK RIGID U HARD WIRED TO EACH OTHER w/BATTERY BACKUP. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 2.INSTALL ALL AS PER MANU. SPEC.'S RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL IN COMPLIANCE WITH LOCAL CODE SCREWS SHALL 25 FT FROM LOCATION TO THE WA L OR ROOFTERMINATION. THE WINDOW NOTE_ MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 I D I O I. ALL NEW WINDOW W S 4 DOORS SHALL BE ANDERSEN FEET FOR EACH 45" BEND AND 5 FEET FOR EACH cf0° I ' N CASEMENT, DOUBLEHUNG,OR GLIDING (AS NOTED); BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES I I O ' I I Q INSTALL AS PER MANU. SPEC.'S. FOR NOT INCLUDE THE TRANSITION DUCT. SUBSTITUTIONS,SEE NOTE #q IN 116LA55 WINDOWS I I 25-4.2 AND DOORS" ON PACE 0-002 IF CASEMENT NEW EXHAUST FAN SHALL BE INSTALLED WHERE 10'-2" WINDOWS - Af_L CSMNT WNDW5 SHALL HAVE Og VENTILATION IS NOT MET BY MEANS OF NATURAL I I I 5-6 STRAIGHT ARM HINGE WHEN CIRCULATION THROUGH WINDOWS OR DOORS TO „ 2 TILT DOUBLE WASH HUNG - ALL DBL. HUNG WNDW5 TO BE OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION I I I ( g 4 B 4 B 4 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. OIL. 403.3.2.3; INSTALL AS PER MANU. SPECS L n 2� 4.SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A NEW ATTIC ACCESS - HATCH:MINIMUM (2) 2"XW HEADER U.O.N. OO t, O I. OPENING (MIN. 30"x30") EGRESS NOTE_ 2.DBL. FRAMING WHEN NEW OPENING J roll V. IN COMPLIANCE WITH NEW YORK STATE BUILDING 3.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS Zp x CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF uwj O Q _ - 8 10 EORES5 SHALL BE FOLLOWED: x 0i a m a � PROPOSED 5 NET CLEAR OPENING........... 5.'1 S.F. ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 BATHROOM NET CLEAR HEIGHT............... 24" MINIMUM Q O NET CLEAR WIDTH................. 20" MINIMUM 203 I PROPOSED 4 NEW FLOOR: 202 FAMILY ROOM H TYPICAL BATHROOM NOTE: I-I 1'75 S.F. 1-1 O I. WALL BOARD 11 I. NEW J" PLYWOOD SUBFLOOR BENEATH(GLUE 4 SCREW); A-501 -CATHEDRAL CEILING- _ 30A-3 I I.I. INSTALL. MOISTURE RESISTANT GYPSUM BOARD IN SCREW PERIMETER OF SHEATHING 4" O.G. 4 12" O.G. 0 V-O" 3'-8" 2'-8" in N ALL BATHROOMS INTERIOR. 1.2. INSTALL_ CONCRETE BOARD IN ALL SHOWERS AND 2.NEW FLOOR FINISH PER H.O. SELECTION PROPOSED ATTIC = cV TUB SURROUNDS ATTIC r HATCH 11 O in2. SHOWER FLOORS A/G NOTE: v 1 PROP. I F v I. NEW WALL HUNG UNITS ® FIRST FLOOR FOR COOLING r k PROP. 201 4 V 2.1. NEW TILE FINISH(H.O. TO SELECT) UPON 12 � 2.2. CONCRI=TE MUD-SET(SLOPE 1/5" PER FOOT 2•NEW AIR HANDLER IN ATTIC FOR SECOND FLOOR (HOT in Q I OIL. q 3 Q TOWARDS DRAIN) UPON WATER COIL) (HEATING 4 GOOLIN6) L - - J :22 2 MODIFIED 3.HEATING AT FIRST TO REMAIN ATTIC FLOOR, WRRAP 2.3. WATER PROOF MEMBRANE DRAIN 4 ATLE COVER SHOWER AST IS" UP WALLS 4.ROUTE COOLANT LINE AS REGr,> FROM A/G COND. 1 5'-6" - - - SM/CO,- - - - Q A/C CONDENSER: IE I. NEW A/C CONDENSER LOCATION - - 2. SIZE CONDENSER BASED ON NYS MECH.CODE. =ry 3 I - Q O to3. PROVIDE PROPER TONNAGE TO ALLOW FOR COOLING AL16N NE Lu z J1 OL f OF ENTIRE CU. FT. 205 m I D O w w iN 4. INSTALL CONDENSER ON GONG. PAD I SM/GO II O N U ri in H PROPOSED + w BEDROOM THERMOSTAT s�p ISR S.F. ZONE 2 SLOPED - . -CATHEDRAL CEILING- CEILING \< z 0 T NATURAL LIGHT 4 VENTILATION m (HABITABLE SPACE) FLOOR AREA 1&7 S.F. -OPEN BELOW % REO. S.F. PROV. Q 6 \ 0 LIGHTING;MIN. &% I5.0 S.F. 36.6 S.F. OF FLOOR AREA SLOPED PROJECT: VENTILATION;MIN. -7.5 S.F. 13.8 S.F. CEILING 4% OF FLOOR AREA CUNNINGHAM E 4 F 4 E ADDITION G I ABOVE 8'-roll N 1300 INDIAN NECK LANE ' PECONIC, NY 11958 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J DRAWING TITLE: PROPOSED SECOND FLOOR PLAN 0 5 10 20 PAGE: PROPOSED SECOND FLOOR FLAN GRAPHIC SCALE 1/4"=1'-0" 555 S.E. HABITABLE SPACE- 555 S.E. CROSS AREA SCALE: 1/4" = 1'-0" A-104m00 DATE: 12/19/22 8 OF 16 ,af D ArC� aK �q n?fit:yam ,} i _ ELE\/ATION NOTES a of HATCHED AREAS INDICATE NEW WORK (TYP.) Q 0 O TYPICAL ROOFING: Lu I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Lu � CONSTRUCTION STANDARDS _j J 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION BEFORE INSTALLATION Q a" N .� Lr) ® GRAY ARCHITECTURAL ROOF 5HINGLE5 PROPOSED RIDGE HEIGHT -------------------------_-_-----_ — ELEV. O PROVIDE CONGEALED FLASHING AT ALL ROOF INTERFACES. / O O N Z p / a Lo Y �' TYPICAL SIDING: X :3 (V O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM 12 O CONSTRUCTION STANDARDS / O m 4 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION O a--+ 2 4 .- BEFORE INSTALLATION 12 _ - _ C CV C6 u') __ -- Q O O 4� WHITE CEDAR CEMENT SIDING SHINGLES - - - ---- -- O DRAINAGE NOTE: - -- - W I. CONTRACTOR SHALL EXTEND EXISTING DRAINAGE / LEADERS TO GRADE (OR TO PIPING LEADING TO DRYWELLS, WHEN APPLICABLE) -- 3 2. EXISTING LEADER LOCATIONS SHALL REMAIN. 3. PROVIDE STANDARD SPLASH BLOCK ® GRADE AT ALL DOWNSPOUTS 4. EXIST. GUTTERS SHALL REMAIN O REMOVE 8 RESET EXIST. ELECTRIC METER -- ---- --- REMOVE 4 RESET EXIST. ELEC. MAST AS PER _ - ELEGTRIGAL CODE 8 UTILITY CODE STANDARDS / — m PROPOSED SECOND FLOOR O REMOVE 8 RESET G,45 METER ELEV. +I 1.0 --_- ------- --- - --_-------- ------ - ------- --- ---- — -- -- ---- ----- --- -------------------- - _ ' - __ -- — —- -- - METER NOTE: - --.--_-- ----- ---'---- -- — - - -- -------------.-- 7A ALL MI5G. UTILITY METERS TO COMPLY WITH APPENDIX G, THE REQUIREMENTS OF THE UTILITY COMPANY HAVING 4 4 JURISDICTION, AND SHALL BE PROVIDED WITH ACCESS FOR METER READING AS PER THE UTILITY COMPANY REQUIREMENTS. 1 • Awl IR OO ["x4" HORIZONTAL SLAT BOARD HI j O O EXISTING FIRST FLOOR _ ® NEW ACCESS PANEL ELEV. +2.0' - - - ` EX15TINO GRADE �_—__ ELEV. +0.0' -----� ROUNDED STONE ROUNDED STONE EAST ELEVATION (FRONT) SCALE: 1/4" to z w 2 Tt O c.� - ---------------------- ---------------------- ----— - ---- - -- PROJECT: -- -- - - - -12 -- --- — --- CUNNINGHAM ADDITION I -- - -- - - -- - - - - --- - -- �'�`� ` ---- - ---- 1300 INDIAN NECK LANE - PECONIC NY 11958 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS PAGE: 111 _11�1 B -20 .1m00 LLILL] EXISTING DECK DATE: 12 19 22 _ TO REMAIN / / 9 OF 16 ROUNDED STONE - lu I 'u f.I � I NORTH ELEVATION (R I OHT SIDE) SCALE: 1/4" = 1'-0" �Z- ELEVATION NOTES a OI HATCHED AREAS INDICATE NEW WORK (TYP.) 0 O TYPICAL ROOFING: ui I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS L1J �J 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION BEFORE INSTALLATION cm � c � ® GRAY ARCHITECTURAL ROOF 5HINGLES O = O 3 PROVIDE CONGEALED FLASHING AT ALL ROOF Z } INTERFACES. 0 0 N O a •� u) .Y � TYPICAL SIDING: OI SEE NOTE AT CONSTRUCTIO NISITANDAS�EGcJI"ION FOR MINIMUM O O m � 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION / BEFORE INSTALLATION 2 c O O Ca --- ------ --j Q 0 a � O 4� WHITE CEDAR CEMENT SIDING SHINGLES —' 12 O5 DRAINAGE NOTE: I. CONTRACTOR SHALL EXTEND EXISTINS DRAINAGE / 12 LEADERS TO GRADE (OR TO PIPING LEADING TO — DRYWELLS,WHEN APPLICABLE) 2. EXISTING LEADER LOCATIONS SHALL REMAIN. 3. PROVIDE STANDARD SPLASH BLOCK ® GRADE AT ALL _ DOWNSPOUTS 4. EXIST. GUTTERS SHALL REMAIN b REMOVE 8 RESET EXIST. ELECTRIC METER U •— � REMOVE 4 RESET EXIST. ELEC. MAST AS PER® — I W E EGTRIGAL GORE ff UTI I"Y CODE STANDARDS m REMOVE 8 RESET EXIST. GAS METER — O O • O I SMETER NOTE: V ALL MISC. UTILITY METERS TO COMPLY WITH APPENDIX G, THE REQUIREMENTS OF THE UTILITY COMPANY HAVING �� JURISDICTION,AND SHALL BE PROVIDED WITH ACCESS 4 4 FOR METER READING AS PER THE UTILITY COMPANY r REQUIREMENTS. VJ LuNEW SCREENING I B GI O GI Q� OO I"x4" HORIZONTAL SLAT BOARD O I I Q I I_ l-1Io ® NEW ACCESS PANEL a � O O O NEST ELEVATION (REAR) SCALE: 1/4" = 1'-0" z - w I - � -- — -- 0 2 - — — 0 - - - -- - - --- - - - - - - — - -- -- - - - -- -- - — PROJECT: CUNNINGHAM ADDITION 1300 INDIAN NECK LANE PECONIC, NY 11958 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS Ltu 4 4 O PAGE: EXISTING DECK I i11 1 I - A ■ TO REMAIN o202OO I_► I-I �F F. I ( I I I I III � - - 0 0 O 0 DATE: 12/19/22 10 OF 16 5 ROUNDED STONE I WINDOW WELL W/ I EGRESS WINDOW PER PLAN h SOUTH ELEVATION (LEFT 5117E) SCALE: 1/4" = 1'-0" s if � ai• (Y) BUILDING SECTION NOTES O NEW ROOFING NOTE (TYP.): I. INSTALL NEW ASPHALT ROOFING SHINGLES Q 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS CONNECTION 'A' AS W OVER 5.INSTALL 15 # BUILDING FELT(U.O.N.) OVER PROPOSED RIDGE HEIGHT PER PAD 6-00cc 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL 5EAM5) ------ ----------------------------- NEW RIDGE LJJ 5. GAP SHINGLE OVER RIDGE 3 HIPS (AS REOV) ELEV. +2&.4' J Q :+J N b.PROVIDE RIDGE VENT(AS REOV) I -1. FLASH ALL VALLEYS 2 b.INSTALL DRIP EDGE AS REQV O Q.INSTALL ALL AS PER MANU. SPEG.'s O >: Qo O TYPICAL ROOF 8 CEILING CONSTRUCTION: O O N z O — • NE ROOFING AS NOTED .i 12 W i U • I/2" GDX PLYWD SHEATHING (BLOCKING ® ALL � co � � PLYWD SEAMS) 12 j- C 2 x � N • R.R.,G.J., G.T. AS NOTED ON PLANS (® SPANS ATTIC RIDGE PER PLAN 5 0 O O 4-+ OVER V INSTALL "X" BRIDGING ® CENTER OF -UNHEATED- • MIN. OF R-21 SPRAY FOAM INSULATION;R-28 ^UNFINISHED✓ O O M BATT INSULATION PROVIDE HDR ABOVE Q �- O /� G.J. PER PLAN a ® ALL WINDOWS b TYPICAL EXTERIOR WALL CONSTRUCTION (TYPJ: — �! ODOORS AS PER 3 UPON "TY(EK" HOUSE WRAP (OR EQUAL) Qv� STRUCTURAL PLANS • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING® ALL m / Q' n ,---- -- -PLYWD SEAMS) PLATE • 2"xb" STUDS ® Ib" O.G. w DEL./ BL. TOP PLATE � 2 ILL W • 2" FOAM INSULATION W/R-15 BATT INSULATION (R-2-1) cY NEW STUD TO • 5/b" GYPSUM BD. WALL FINISH / w I ® WINDOWS. FLOOR ASSEMBLY NEW SIDING NOTE (TYPJ: CONNECTION 'CI' AS O < EGOND FLOOR STORAGE q PER PAGE 6-005 I. INSTALL NEW CEDAR SHAKE: 51DINO d Q VERTICAL BOARD d BATTEN SIDING CONNECTION TW AS -UNHEATED- PROPOSED 2.15# BUILDING FELT PAPER (OR EQUAL) PER PAGE 6-005 -UNFINISHED- BATHROOM U 5.INSTALL ALL AS PER MANU. SPEC.'S NEW R.R. TO G.J. PR SED 4.PROVIDE ALL NECESSARY AZEK TRIM FOR FAMILY ROOM PROPER INSTALLATION FAMILY ROOM W 5. SIDING SHALL EXTEND TO TOP OF ROPODED SECOND FLOOR- ------- _— \ K ( W m �x� XX� XXXX�� X�x�>> xxxx�� ����>> ����>> XXXX�� XXxx�� W FOUNDATION WALL ELEV. +I I.O' / }F.J. PER PLAN )M CXX3 CXXJ M) "05 ,CXX� �W ' 3 ■ NEW 4" THK. P. CONC. SLAB RIEEINFORCED PER PLAN NOTES O PROVIDE HDR ABOVE TYPICAL FLOOR CON5TRUGTION: ALL WINDOWS 3 j ii I U O • NEW FLOOR JOIST AS NOTEED ON PLAN DOORS AS PER STRUCTURAL PLANS • 5/4" GDX PLYWD T86 5HEATHING (BLOCKING ® p i it ALL PLYWD SEAMS) � I • F.J. AS NOTED ON PLANS (d SPANS OVER b' INSTALL "X" BRIDGING® CEENTER OF SPAN, 2"xb" SILL �p w FIRST FLOOR I n l U.O.N.) PLATE Q PROPOSED PROPOSED • PROVIDE R—Do BAIT INSULATION WHERE EXISTING FIRST FLOOR _ ® WINDOWS. KITCHEN PROP. MODIFIED ui I PROP. MASTER BASEMENT WALLS NOT INSULATED;FOAM MIN. ELEV. +2.0 4 = i GREAT ROOM LAUNDRY BATHROOM BATHROOMcl 5" AT RIM JOIST ` 5 I ROOM ------- _ _ — — — — — — — TYPICAL P. GONG. FOOTINGS 4 WALL CONSTRUC EXISTING GRADE __-- TION: O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD ELEV. +O.O' ----- 1 S 5-F.J. PER PLANS f ;XXS (XX 'CXXi UCXS (CXX j CXXS CXX3 CXX3 'CXXS 'CXXS (XX3' CXX 'CXX: <XX5 'CXX> 'CXXS CXXS CXX} CXX} d SILL SEAL ` • ANCHOR BOLTS AS PER PAGE G-005 b • P. CONC. FOUND. WALL A5 PER DETAIL UPON • P. GONG. FOOTING AS PER DETAIL NEW STUD TO • ASPHALTIC MASTIC DAMP PROOFIN6 TO EXTERIOR FLOOR A55EMBI Y • B.O. FOOTING 5'-0" BELOW GRADE MIN. CONNECTION 'DI' AS • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN PER PAGE 6-005 1 �, BASEMENT APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS 1 STOOPS (WHEN APPLICABLE) EXISTING BASEMENT • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET ELEV. -5.1' 5 FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) `\ LI SECTION I -I/A-5O 1 SCALE: 1/4" = 1'-0" I 2 --- RIDGE PER PLAN Z w I � 0 c� ATTIC -UNHEATED- r Li.l -UNFINISHED- Q PROJECT: G.J. PER PLAN CUNNINGHAM 5 ADDITION ECOND FLOOR PROP05E� PROP05ED '� BATHROO BEDROOM o 1300 INDIAN NECK LANE PECONIC, NY 11958 12 4 DRAWING TITLE: BUILDING SECTIONS 1 PROVIDE HDR ABOVE FIRST FLOOR ALL WINDOWS d a a PROPOSEDDOORS AS I STRUCTURAL PLANS GREAT ROOM b"xb" POST I �L �----= --- -- _=-r r- COVERED� -_-�{-�,r-.-- PAGE: 2"xb" SILL _-=__-_ PORCH ! Of PLATE - �Q ® WINDOWS. _ _3 ■ EXISTING DECK 1 11 ,6m F.J. PER PLANS 5 S - S S P.T. DECK JOISTS P.T. RIM JOIST PITCH DATE: 12/19/22 11 OF 16 b GRADE-�� r DBL. GIRDER AS PER PLAN BASEMENT m � ,0A�c 5 91 A 4 gyp• ,_ , '_,,. fir... ✓ ,� 11 'ILJ ( t SECTION 2-2/A-50I SCALE: 1/4" = I'-of' EXTERIOR SHEATHING AS PER SECTION NOTES 51DINO MATERIAL AS PER SECTION NOTES Q BUILDING PAPER 4 HOUSE WRAP � TO FULLY OVERLAP FLASHING w EXIST. STUD HALL j f6 co HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE ryI "Z" FLASHING Q ;�' cm SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SPEC.'s; 5/4"xb" P.T. DECKING � /PLANS AND NOT PROJECTING MORE THAN 4142" INTO (U.O.N. ON PLAN/ O7 STAIRWAY;SEE HANDRAIL &RIP SIZES ADJACENT GAP FOR DRAINAGE 5EGTION/DETAIL5) � r•- PITCHED METAL - ^ 0 JOIST HANGER BY _ -+ }; C9 \'SIMP50N' OR EQUAL L- z \ FIRST FINISHE FLOOR �= a U o D — — \ X � N i I' METAL DTT DECK TENSION 0 m z C9 IY2" MIN. SPACE BETWEEN JOISTS AS x PER PLAN FASTENED w/(2) EQUAL)'IMPSON' (OR c 0 (c „ZTIE BY a--� 0 ate-+ � \ 5/8" 0 x 5" LONG HEAVY DUTY GAL. FLASHING (�j � \ WALL AND HANDRAIL \ LAO BOLTS ® 16" O.G. INTO MUD SILL b COUNTER Q O a O RIM BD.;WHEN ® FOUND. WALL FASTEN '— \� \\ FLASHING P.T. DECK JOIST s/a" PINE RISER w/(2) 5ON x 5" LONG APPROVED AS PER PLAN MASONRY ANCHORS ® I6" O.G. \ 5/4" PINE TREAD STANDARDS FOR ORIFF>ABLE HAND RAIL EXIST. FOUNDATION WALL n 1 \ SCALE: NT5 W lo" X _ CROSS SECTION LEDOER CONNECTION DETAIL MIN. �;z HANDRAIL A-401.00 I" ROUNDED NOSIN6 CLEARANCE CIRCULAR NON-CIRCULAR SCALE: I" = I'-O" �J w/YW RADIUS (NOT INCLUDED IN r l 1 TREAD DIMENSION) \ 4614�, \ V VV \ / PERI- 24 \ MIN. \ METER MAX. \ N 'a F'z / \ EXTERIOR SHEATHING AS TYP. ROOFING (5EE 0 \ \ PER SECTION NOTES SECTION NOTES) f Lu \ SIDING MATERIAL AS T I N PER SECTION NOTES TYP. ROOF CONSTRUCTION v lu (5EE SECTION NOTES) \ \ BUILDING PAPER # HOUSE WRAP PLPN U \ I TO FULLY OVERLAP FLASHING 'SIMPSON' H2.5A R P�5 psR T�1 RAFTER TIE � R •�J J (3) 2"xl2" 5TRINOER5 ® w/R-21 5/4"xb" P.T. DECKING / / / INSULATION, IF UNDERSIDE 15 FACING to \ "Z" FLASHING i nV JJ 5TORAGE/NON-HABITAL SPACE - \ \ \ \ OAP FOR DRAINAGE SECTION/DETAILS) W I, - i G.J. AS PER PLAN STORE E UNDER Y2° D GYP. B . - - FASCIA BOARD (WHEN APPL I GALBE) BEAM AS PER PLAN METAL DTT DECK TENSION I JOISTS AS PER PLAN FASTENED w/(2) FLASHING TIE BY 'SIMPSON' (OR 5/8" (P x 5" LONG HEAVY DUTY GAL. EQUAL) LAG BOLTS ® 16" O.G. INTO MUD SILL 6 RIM BD.;WHEN ® FOUND. WALL FASTEN COUNTER NEW "SIMPSON" LU526 w/(2) 5/b"(P x 5" LONG APPROVED FLASHING P.T. DECK JOIST GALVANIZED JOIST TREATED 2"xl2" SILL FOR CONTACT MASONRY ANCHORS ® 16" O.G. AS PER PLAN HANGER w/GONG. (IF APPLICABLE) FOUNDATION WALL _ I BASEMENT - PERMAGAST(WRAP) COLUMNS AS PER PLAN "SIMPSON" PG64 OR LEDOER CONNECT 1 ON DETAIL O "SIMPSON" 3 PLY BM) OR " N" BG52-2/4 (FOR 2 PLY BM) POST GAPS A-401.00 SCALE: I" = I'-o" INTERIOR MOOD STAIR DETAIL A-401.00 SCALE: 3/4" = I'-D" PROVIDE 3" (MIN.) GONG COVERED FORCH DETAIL- OF .COVER ALL REBAR WITHIN P. GONG. FOUND. WALLS # P. GONG. FTG'S. PROVIDE 5TRAPPING 8 NAILING A-401.0C AS PER CONNECTION 'D' IN 5/4"xb" P.T. SCALE: 3/4 I O z "TYPICAL NAILING/STRAPPING DECK BOARDS P.T. DECK JOISTS AS w PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, NOTED ON PLANS BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" PER ENERGY TABLE ON PACE 6-003 ® EA. STUD. (WHEN APPLICABLE) 5/4" x REQ'D L " " " U HEIGHT P.T. RISER 50. PERMAGAST WRAP FLOOR SYSTEM AS NEW (2) 2"xb" P.T. SILL PLATES 5/4"xb" P.T. - — — NOTED ON PLAN\ UPON SILL SEAL UPON COPPER DECK BOARDS I-I/2" BLUESTONE GAP TERMITE SHIELD 2"x BLOGKIN6 ® EA. MIN. 4" BETWEEN EDGES OF � STRINGER TO MATCH SIZE I-1/2" SQUARE BALUSTER w OF P.T. DECK JOISTS (STYLE PER PLAN) NEW 5/5"0 HOOKED ANCHOR Q BOLTS ® 34" O.G. w/3" SQUARE WASHER d ENDNUT FASTEN STRINGER TO I BLOCKING (MIN. 6 PROJECT: FASTENERS) 3" BLOCKING NON crypi dUJI Q() DURAROGK CUNNINGHAM 2"xl2" P.T. STRINGERS ® I6" l! 11 .a 4" THK. x 8" WIDE x WiDTH -- O.G. (MIN. 3 STRINGERS 0 0� OF STAIR P. GONG. PAD ADDITION U - z ROUND STONE VENEER EA. STAIRWAY) 0 j - ELDORADO' #4 HOOKED VERT. II REBAR 6 36" O.G. <I�< "" 1 2xb P.T. BLOCK IN BETWEEN - > NOTE: EA. STRINGER. SIMPSON H2.5A RAFTER FASTENED TO X II ; m d ALL DECKING SHALL BE FASTENED �� TIE (OR EQUAL) P. GONG. PAD w/ la/64" x , X w/COATED DECKING SCREWS BY Q m 1300 INDIAN NECK LANE II 3-1/2" CONCRETE 50REW5 BY r "DECK MATE" (OR EQUAL) I; "GALIBURN' (OR EQUAL) - MIN. I 5/4"xb" P.T. DECK BOARDS PECONIC NY 11958 (5) SCREWS PER BLOCK O" MIN. ASPHALTIC, DAMP II . GRADE PROOFING TO EXTERIOR II GRADE GRADE — DRAWING TITLE: DESIGN DETAILS (2) I/2"0 HOT DIPPED 6ALV. BOLTS ® EA. POST w/OVERSIZED _ z P.T. D.J. AS I�. d WASHERS 4 END NUT PREBORED P. GONG. FOUND. WALL INTO BEAM,PO5T,DEGK TIE d N PER PLAN (MIN. 4,000 PSI) N0rO ) STAIR DETAIL RIM BOARD ASSEMBELY <�I , O A- � 1 401.0 II _� 0 SCALE: 3/4" = 1'-O" P.T. BEAM AS NOTED - 8" SOLID BLOGK ® 12" O.G. z N� (1) 1/2",P H.D. GALV. THRU 11 < I BOLT w/OVERSIZED WASHER #4 HOR. GONT, REBAR ® Ij° I (2) 51MPSON DJTI4Z PAGE: TOP, MIDDLE, d BOTTOM OF 'II - - z DECK JOIST TIE 1 WALL(3 TOTAL) b END NUT PREBORED INTO EA. POST I� . —(�— -� _ _ POST d DECK JOIST TIE 1 , "SIMPSON" ABAbb 1 a tt1 6 COLUMN BASE A-401. 00 I P. GONG. CONT. FTC. �p - b"xb" P.T. P05T ry (MIN. 4,000 PSI) 11- 6RADE (3) #5 HOR. CONT. REBAR II ° - I I I 11 12"(P 'SONOTUBE' FILLED 11" ,'I t DATE: 12/19/22 12 OF 16 4' P. GONG. SLAB ° I1 .° 1 I _ I I.. SOLID w/P. GONG. . 11 1 L . <. II (MIN. 4,000 PSI) a° I I I n•11, III l "-II II u .. l 1 n nl�lf?/\c r J r I � 6 MIL POLY (2) #5 BENT REBAR Q <m - M015TURE RETARDER ^ _ — NEW 18"x18"xl2" DEEP !I• - 4' GRAVEL BASE P. CONG. PAD PTO. I I nl NEW (2) #5 HOR. , (MIN. 4,000 PS) REBAR UPON (2) #5 LY PROV. CLEAN IJ LI COMPACT FILL HOR. REBAR (4 TOTAL) .�r3 �� RA. P,, ,AN FOUNDATION MALL DETAIL COVERED FORCH DETAIL A-401.00 SCALE: 3/4" = 1'-0" SCALE.- 3/4" - I'-O 0ENERA L 51'1�BOL <E�r : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) W W FOUNDATION WALL W NEW WOOD FRAME (L.6. NE � J (c 5TL. WHEN APPLICABLE) C7 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Q +�' Lo P X WOOD FRAME (L.O. 5TL. V_ 05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL c O POST FOR 6" WALLS), U.O.N. — O NEW z 2-HR FIRE RATED (D WOOD FRAME (L.o. STL. O O N 0 WHEN APPLICABLE) a O Lo � C X :3 f\I O O O +- CO O m aZ Lo NO O C0 Q a O U •- —EXISTING DECK TO REMAIN— O W z `\ I— — — (2) 2"x8" DROPPED — IDZ P.T. HEADER Q J I • NEW 2"xIO" cv�_ I N I W F.J. ® 16, O.G. x Q w z z� tu u I � I IN�= I •` I I W - IO� Q IQ w (2) 2"x8" DROPPED EXIST. I�F NEW BASEMENT P.T. HEADER 2'5'WXI'2"H HOPPER N Q 273 S.F. —UNHEATED— Q a —UNFINISHED— tu RELOG. O OAS ic SERVICE - x uw �� ivy Q IN ul I I N ® W 2 _ H; NEW 2"xl0" �X L J F.J. ® 16" O.G. Z luB WH aQ lij �a EXIST. (3) 2"x5" ' DROPPED GIRDER I i STRUCTURAL SUPPORT (I ) R.1 ® I.5' 1�wu I ® EXIST. CHIMNEY (I ) Tr a 10 D GONG. BLOCK Q NEW 2'x8" BASE TO REMAIN P.T. D.J. I J _ _ I ® 16" O.G. I = in L1 (2) I.75"x9.5' L� L J T 7 1 � x= �, FLUSH HDR. J � H EXIST. � � I A N m Q x w I O BASEMENT U- O Q w —� x �+ I = O U UNHEATED _V 0 z 7) T-- V cv x 0 —UNFINISHED— U Q J IL '\IL —J up ry X U O N in Q QA I Wry x = Q s= I 1- -I - to I w -i`9 x x W %v Lc ®N NIA ( lu g Q Q n ap NEW 2"x8" I t ry O � a ®i "T. D.J. ( EXIST.WATER PROJECT: Z (3) 2"XS" P.T. HDR. 1 SERVICE w - - - - - - - - - - - - - --r T CUNNINGHAM ADDITION tV Q� �p � �p I I 3 �� I na- 6 I ZQ® I KH;�D I I I Z Q® Z Q® 1 I .: 1300 INDIAN NECK LANE I ' PECONIC, NY 11958 _ NEW 3Z2"xl2" P.T. _ — _ — — F _ NEW U 2 xI2" P.1, �I I DROPPED BM. — — — — — — A DROPPED BM. — � n - - - - - - - - - I- - - - - - - - - - - - - - - -L � - - - - - - - - - - - -� '� l '.. - - - - -I - - - DRAWING TITLE: - - - - - - - - - - - -- PROPOSED STRUCTURAL PLAN PROPOSED FOUNDATION STRUCTURAL PLAN PAGE: SCALE: 1/4" = I'-O" S-101moo DATE: 12/19/22 13 OF 16 �- D ARCy�� tp 5ENER L SNTI1, f50L KENr : _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) Q k- 0 EXISTING TO REMAINO NEW WOOD FRAME (L.G. NEW FOUNDATION WALL O J cc 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATE MIN. (2) 2"x4" STRUCTURAL 00 L- � POST FOR 4 WALLS WOOD FRAME (L.G. STL. � m WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL p POST FOR (9" WALLS), U.O.N. _ C09 NEW 2-HR FIRE RATED _ WOOD FRAME (L.G. STL. O O (\j z O WHEN APPLICABLE) a. CC) Lo Y �' 2: X (V O O O 4-J ' O m N O O cu Q a O -�---� —0 U •- 4� D -�-� m U Q .- EXISTING DECK nV ! W n (5) 2"xlO" HDR. ABOVE (2) I.-IS"xq.5" 2.OE MIGROLLAM DRP. HDR. TON ® I D6111. P05T WALL-MOUNTED IRIDoEl PROV. MITSUBISHI �� HEE (5) q.5' LVL HDR. ttl �I PROPOSED KITCHEN 3 TON -CATHEDRAL GEILING- NDENS O NEW 2"x8" G.T. TSUBI H ® I6" O.G. O U z DBL. W POST �� EXIST. EXIST. ___,i( -LINE OF CEILINICG TO RIDGE � _ _ — — — — — — — 2'O" X3'I"H D.H 2'8"WX4'I"H D.H I (4) 1'I5"x11.9>1; 2.OE MICROLLAM W/ Lc w 0m " FLITCH STEEL PLATES DBL. 0 TO RIDGEDOE x x PROP. N 0., J. Q LAUNDRY MODIFIED 36" V. 5 VCC . - � --� ROOM PROP. MASTER Q 24" tv p PROPOSED d BATHROOM PAN,R w n= GREAT ROOM '� -TILE- �TILE� O BATHROOM Z55HO'WE5R LOOJ -TILE- p>p Qto Q < 24" 112, 'O LINcc- d �I iL ~ _ PROP. w I ALIGN WALK-IN 10 PROP. a I N� Q GL. I v ALIGN Q• HALLWAY w ® 0 5M/GO 5M/GO o (2) I.?5"xq.5" ZOE _ (2) 2"xIO" FLUSH HDR. � MIGROLLAM DRP. HDR. n w a p NEW (I ) i ® "L5' p Q = ON i(I ) r a, 10 1 MODIFIED WALL-MOUNTED 0 MASTER MITSUBISHI x BEDROOM PROJECT: 1 r U PROPOSED N BUILT-IN COVERED X� CUNNINGHAM m PORCH z � -TIMBERTEGH DEGIGING- _ v 2-X 1 O v O EXIST. LIVING ADDITION z E FtO® 3 ry ROOM ®® z N Q ® I J RR^ a to wm z ro 1 w c� ►u -- I � Q u- MODIFIED tu 0 z:l o ENTRYlu 1300 INDIAN NECK LANE 1 11OPEN ABOVE- PECONIC, NY 11958 5-(- WALL-MOUNTED wMITSUB15HI DBL. POST DRAWING TITLE: TO RIDGE - --- PROPOSED STRUCTURAL PLAN J (2)EXI5T. Q 5'0"WX4'I"H D.H tu 1 PROPOSED 0 COVERED s PORCH NEW UP x J ^-TIMSERTEGH DEGKING- 1 =�° PAGE: N (2) L-15"xq.5" ZOE (2) I.15"XCIS" 2.OE II MIGROLLAM DRP. HDR. — MIGROLLAM DRP. HDR. +� S-102m00 ❑ m mr ❑ - DATE: 12/19/22 14 OF 16 PROPOSED FIRST FLOOR STRUCTURAL FLAN SCALE: 114" = 1'-0" � v,SO AI?�'yi � < ,I 0ENERAL SNrM50L 'SET : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. a Q EXISTING TO REMAIN WHEN APPLICABLE) � O -I Lu NEW WOOD FRAME (L.O. NEVI FOUNDATION WALL J cu F--� STL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL POST FOR 4" 0 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL WALLS Q �' N In WOOD FRAME (L.O. S'TL. � 0 C POST FOR (9" WALLS), U.O.N. - 76 C04 WOOD FRAME(G S'TDL. O N z O WHEN APPLICABLE) a •C13 Y �, � X :3 CV O O O 4-J C4 O m a-' r- C �J � c � Q 0 W 4J U •- U � 4--J m pN • o � _c T U � 4"x3" ALUM. L DOWNSPOUT nV JJ AML r _ _ _ _ _ _ _ _ _ _ _ r — — — — - - - - — - - - - - - - - -� POST TO RIDGE Q II II LOWER ROOF V'xV ALUM. 4"xV ALUM. a I GUTTER(TYP) DOWNSPOUT X I UPPER ROOF GU TER HIG (�) b"x3" ALUM. NEW 2"XIO" R.R. NEW 2"xIO" R.R. I GUTTER HIGH (UTTER(TYPJ f ® Ib" O.G. N ® I6" O.G. I POINT(TYP.) POST TO I [� RIDGE I — — — — — — — POST TO RIDGE POST TO RIDGE I 4"x3" ALUM. � I D�JSPOUTtb I " V. v x - QI I \� 0 0 t o PROPOSED pl �k,�� ® F d m BATHROOM 0 x I NEW 2"xIO" R.R. �\ z I V ® Ib" O.G. TILE- PROPOSED p �� ry x O FAMILY ROOM iv mj 1_1 I ` I I-I 175 S.F. F'tY A-301 CATHEDRAL CEILING— X ® I (2) 17�8 RIDGE LVL ® I A-301 w lu N PROPOSED I p R ATTIC r - - , v PROP. 1 PROP. I �� O O GL. x q X= GL. I � �_ _ _ � MODIFIED Al 0 (2) 1.75"X-13" ZOE ATTIC � � <Z- uu SM/GO MIGROL_LAMDRP. HOR. Q — z POST TO — - - - b"x3" ALUM. RIDGE — __- GUTTER(NPa POST TO RIDGE ALIGN EXIST. :N RIDGE I I _ _ _ EXIST. RIDE iZ DPI N X O DEL R.R. SM/OGO w N I I I N O I O U d ° PROPOSED O I � BEDROOM _ _ I I w GATHEDRRAL CEILING- -� Q �j a rLii NEW LAYOVER 0 x0 x OPEN BELOW N ® " ® I I PROJECT: \ W w _ NEW 2"xl0" R.R. NEW VAO' R.R. l \ ► ® Ib" O.G. °� I CUNNINGHAM ADDITION POST TO RIDGE I dJ O X POST TO BUILD WALL UP 1300 INDIAN NECK LANE RIDGE z ® PECONIC, NY 11958 d)° DRAWING TITLE: N� GUTTER HIGH w ® PROPOSED STRUCTURAL PLAN POINT(TYP) z I D I b"x3" ALUM. 4"x3" ALUM. GUTTER HIGH OJTTER(TYP) DOWNSPOUT PAGE: POINT(TYP) (TYP) S-103m00 PROPOSED SECOND FLOOR STRUCTURAL PLAN PROPOSED ROOF FRAM I NO PLAN SCALE: 1/4" = I'-o" SCALE: 1/4" = 1'-0" DATE: 12/19/22 15 OF 16 Q W W J (y) C Lr) O 7 } O L O lL 0 0' •(Lj L-0 -Y 4" FRESH AIR VENT x cm v 00 0 O 4-J 0 m Z Q J i�THROUGH ROOF � � cm O (13 � Q "I 3 I Q � I I I n , W I FULL BATHROOM I 1 NOTE: --------I FULL BATHROOM ALL PLUMBING WORK O ------ - 1 Q' SHALL CONFORM TO 2„1 I i Q Q4 LOCAL PLUMBIN6 CODE �J IL I 2 I I PROVIDE "ABESGO FF200 FR IL I / , z0 1211 I I I EXPANDING FOAM" (OR EQUAL) 1) I v I I AT ALL PENETRATIONS IN FIRE 94 I I � w 1 I RATED WALLS AND v I Q4 1 IK V EGEND N I W 1 FLOORS/GEILING5. PRODUCT �1 :S 1I : W.G. I SHOWER I_2 I 1 CONFORMS TO ASTM E 814, - I IU SHOWER I In m _____ HOT WATER I 1 ASTM E 84,AND UL 141q QI .N 1 SUPPLY G.O. r,\j 2" I L\---------L -- • ------------------------� GOLD WATER L.._.._.._.._.._.._ _.._.._ .._.._.._.._.._.._.._.._.._.._.._.._.._.._.. -- - SUPPLY Ij I ; LAUNDRY MODIFIED BATHROOM MASTER BATHROOM NOTE: I PROVIDE "ABESGO FP200 FR U c _ 2 --- KITCHEN ALL PLUMBING WORK I EXPANDING FOAM" (OR EQUAL) L __ --�---T 2" SHALL CONFORM TO LAUNDRY MODIFIED BATHROOM MASTER BATHROOM KITCHEN I AT ALL PENETRATIONS IN FIRE ---- --7-- T I I LOCAL PLUMBING GORE I j RATED WALLS AND 2" -- 2„I 2„I 2"1 2"1 1 2" O I I GO DORMS ITO ASTM E b14,PRODUCT VJ I I I I I GLEAN OUT U- I I I I A5TM E b4,AND UL 14'Iq nn 11 N 1 i 1 i i 2�� 3� i AS REQ'D O I :� I :� I I W _ I I7, I I S EXIST. F.A.I. TO Q I I U X I I I I I I 1 REMAIN 3 13 IK I� I :K W. W.�. 1 I v I .v W.G. - W.G. - I .v I .v 3 I� XI I�l - �- I = �0 dJ 2 ry ry ,I 1= SHOWER ill IQ 2" 14, 1 1-�" 1_ 15HOKER I- " c\yj IQ nl �� m nl I\ nl I� NI :ry I ry I WASHER DW WASHER - -I I -I I -I I -I I� DW I G.O. 3 3 I-------- ------ ---I L -- 1 ------ - 1-------------I G.O. �.._.._.._.._..0 _._ .L.._.._.._.._.I._.._Z._ .=..L.._.._.. 2 _ - II G.O. CONNECT TO I 4" EXIST. WATER I 4" HOUSE SUPPLY SYSTEM I MAIN DRAIN G.O. I � TO STREET 4" - f WATER MAIN tu TO SEPTIC � _====J z tw I w SYSTEM I I < < � 11 I � W EXIST. BOILER FLUMBINC RISER - DRAIN NASTE / VENT FLUMBINC RISER - SUFFLY SCALE: NTS SCALE: NTS z w O U Ir IL O w �o a o k Q PROJECT: CUNNINGHAM NOTE: ADDITION ALL PLUMBING d a FUEL OAS WORK O p SHALL CONFORM tL TO LOCAL PLUMBING CODE d 1300 INDIAN NECK LANE Q O FUEL 6A5 PECONIC, NY 11958 w N PIPING PENETRATIONS: I. PROVIDE "ABESCO FP200 FR EXPANDING FOAM" (OR EQUAL) DRAWING TITLE: AT ALL PENETRATIONS AT WALL5 AND FLOORS/CEILINGS. PLUMBING RISER DIAGRAMS 2.PRODUCT CONFORMS TO ASTM E b14,A5TM E b4, AND UL 14-Ia GAS RISER DIAGRAM LAUNDRY GREAT KITCHEN ROOM O O 6A5 FIREPLACE tL PAGE: N VERIFY SIZE VENT ■w/MANU. 711:1aE P-10 V' 0 0 DRYER N m REGULATOR 0 OAS SUPPLY DATE: 12/19/22 16 OF 16 L==> TO GAS MAIN Lu m EXIST. BOILER CAS RISER - SUFFLY -,��y `� :�..74 - SCALE: NTS `" .OF t! k