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Home My WebLink About49289-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE " SOUTHOLD, NY " BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 49289 Date: 5/22/2023 Permission is hereby granted to: Sutton, Alexander 25500 Route 25 Orient, NY 11957 To: legalize "as built" alterations to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 25500 Route 25 Orient SCTM # 473889 Sec/Block/Lot# 18.-6-10 Pursuant to application dated 4/20/2023 and approved by the Building Inspector. To expire on 11/20/2024. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $731.20 CO -ALTERATION TO DWELLING $50.00 Total: $781.20 Building Inspector ,AF� ,PO�"��fat�� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt)s:r'/w"+ ,w.sotitlioldtowa .oN1 Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspectors e A A NST b )ilJ,t Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:05/04/23 OWNER(S) OF PROPERTY: Name:Tracy & Alex Sutton SCTM #1000-18-6-10 Project Address:25500 Main Road Orient NY 11957 Phone#:516-526-6265 Email:tracsutt5@gmail.com Mailing Address:25500 Main Road Orient NY 11957 CONTACT PERSON: Name:Michelle Sarabia, AMP Architecture Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631-603-9092 Email:msarabia@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo, AMP Architecture Mailing Address:PO Box , Mattituck, N.Y. 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name:. Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolitionf" Estimated Cost of Project: A-10therinterior renovation of master bedroom, master bathroom, and $ W01--y VULon Will the lot be re-graded? ❑Yes A No Wi I excess fill be removed from premises? ❑Yes *No 1 PROPERTY INFORMATION Existing use of pro perty:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residential this property? ❑Yes No IF YES, PROVIDE A COPY. N 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. Mi helle Sarabia AMP Architecture DAuthorized A Application Subrrlui BY Ira gent ❑Owner Signature of Appll ant: Date: 05 I 05123 STATE OF NEW YORK) S. COUNTY OF S � ) Hicrii Jaw being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of , 20 � N ;Pub is r S �� "'", Debomb Orlowsl i NWARY Notary Public,State of Ne�rY;torr * weLIc w; No.01OR6290392 PROPERTY 'T R IS TIQualified in Suffolk County " n � Commission Expires05/1311,41 ' (Where the applicant is not the owner) Tracy M. Sutton residing at 25500 Main Road, Orient, NY. 11957 I, do hereby authorize Michelle Sarabia to apply on my binhalf to the Town of Southold Building Department for approval as described herein. .; May�,� Y J\k,��) � ��j 5, 2023 Owner's Signature Date Tracy M. Sutton Print Owner's Name 2 iBUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 u eft ° Telephone (631) 765-1802 - FAX (631) 765-9502 "w r0 err sou oldt rnn .. ov - seasidCaSOLItholdtown1ly v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 4/30/2023 Company Name: None Name: Alexander Sutton License No.: Owner email: iiwac@optonline.net Address: 25500 Main Road, Orient,NY 11957 Phone No.: 516-380-3301 JOB SITE INFORMATION (All Information Required) Name: The Inn at Orient Address: 25500 Main Road, Orient,NY 11957 Cross Street: Platts Road SI Phone No.: 516-526-6265 I Bldg.Permit#: email: tracsutt5@gn-ail.com Tax Map District: 1000 Section: 18 Block: 6 Lot: 10 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Install new electrical equipment in new basement wine cellar.Electrical equipment to include overhead lights,a switch and outlets. Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form,xls FMINO NOTES � SF'EG I F I CATIONS 1. ALL NTRY LUMBER SHALL BE DOU6LA5 FIR LARCH #2 BETTER (Fb 8"15) UNLESS THEOPROVISIO S OFTTHI5 5TANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL = OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY IT IS THE C.ONTRAGTORS RESPONSIBILITY TO KEEP'THIS CONSTRUCTION DOCUMENT BINDER OTHERWISE NOTED. PRESCRIBED HEREIN. WHEN IT CAN BE 5HOWN, AND THE AUTHORITY HAVING oft T06ETHER AT ALL TIME5. IT 15 ALSO THE CONTRACTORS RE5PON515ILITY TO READ ALL NOTE5, JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED 5PECIFICATIONS,AND BE FAMILIARIZED WITH THE PLAN5 PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN RE PROVIDES EQUIVALENT OR " FOUNDATION EXPOSURE. AGENCY,THAT A PRODUCT OR PROCEDURE PRO ID ALE =y � 8 MIN. FOUN ATI GREATER STRUCTURAL SAFETY OR DURABILITY SUCH PRODUCT OR PROCEDURE Q GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT Lu THE CURRENT AMERIGAN WOOD „ (THIS DOCUMENT IS TO MEAN A REFERENCETO I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EALANSULATION. 51ZE OF SILL TO BE (2) 2 xb ,UNLESS (1) 2"xb" AS W COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. APPLICABLE AS A DERIVED WORK). J f6 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 6A6E METAL JOISTS HANGERS BY "TEGO" OR ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL I-JOISTS, S, S LUMBER, GLUED LAMINATED TIMBER, ._ STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD RU SES, STRUCTURAL COMPOSITE LUMBER, Q �' (V PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL Lo 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. RULES SPECIFIED IN I.I THROUGH I B. O AND AUTHORITIES HAVING JURISDICTION. � 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, I e r- OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED �I a O N z Q BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY ' �. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING WHICH PARTICIPATES IN AN ACCREDITATION PR06RAM, SUCH AS THE 's:: '. , .. .O Lo 5. ANY OMISSIONS OR DISCREPANCIES OF 'PLANS AND/OR JOB CONDITIONS SHALL BE CLARIFIED WITH THE ARGHITEGTiEN61NEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE T U Fj Fj 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR WITH THE WORK. INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE _ ;- -- ___ -- - __-. O Q O 4�' KITH MASONRY GONGRETE TO BE INTERIOR RENOVATION OF MASTER 5EDROOM MASTER r m +� q. ALL WOOD SILLS AND WOOD IN CONTACT W / REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. ,. -� O �, 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE O O O f13 P.T. 1� ll /� FONDER ,�I ., r. . 4-' Ln UNLESS APPROVED BY THE ARGHITECT/ENOINEER. BATHROOM AND I ONDER ROOM °' 10. ALL EXTERIOR 5HEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 12. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 1. CONTRACTOR TO VERIFY DIMENSIONS Or FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, 5HEATHING IS OF 1/2 THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTG A I q0.1 STRUCTURAL GLUED LAMINATED '�� . ^� K � "^ Q BEFORE THE START OF FRAMING ROOF AND 15 OF GDX 6RADE,UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. y FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED s 8. DRY HELLS AS REQUIRED BY STATE AND LOCAL GORES. APPLICABLE. STANDARDISPE5T5SHALL FICATION FOR EST'ABLISHIN6 AND MONITORING g q. DO NOT SCALE DRAWINGS, WRITTEN DIMI=NSION5 TAKE PRECEDENCE II. SUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX GRADE. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I JOISTS, THIS NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. ' 'r' '�r' %`., ✓" , 10. OWNER/BUILDER ARE RESPONSIBLE FOB: ALL INSPECTIONS, APPROVALS, DOCUMENT,THE GOVERNING BUILDING GORE AND ANY ADDITIONAL CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE - 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR EVALUATION REPORT. ° APPROVED EQUAL. II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA _ 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES �j� AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD EDGE SEAMS OF EXTERIORSHEATHING IGHTS AND AT 'r .a i' a , USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF 'ram v�, x 'µ PERMISSION FROM THE ARCHITECT. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF 12. THE ARCHITECT IS NOT RETAINED FOR °iUPERVISION OF THE WORK AND IS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE t' V 14. PROVIDE X GRO55 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS C70VERNINO BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS ' RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY &'-0". SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. � . 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE ' ^ 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 6-003. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS TIMES. AT THE COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS RUBBISH,WASTE MATERIALS,TOOLS,ETC.,CLEAN 6LA55 AND LEAVE WORK SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE .Y.. - • -I-- NECESSARY. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, , BROOM GLEAN. I7. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. 1 15. THE CONTRACTOR SHALL CARRY WORK'MAN'S COMPENSATION AND GENERAL v LIABILITY INSURANCE. ALL SHALL GOMPL7' WITH STATE AND LOCAL GORES l b. GYPSUM: 6YP5UM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL " I8. AT "WET WALL" PARALLEL TO J015T5 FRAME DOUBLE JOIST AS PER CODE. MEET THE PROVISIONS OF ASTM G36 SPECIFICATION FOR GYPSUM AND ORDINANCES. 6ENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB WALLBOARD, VLSI 037 SPECIFICATION FOR GYPSUM LATH, R ASTM G7q lb. THE CONTRACTOR SHOULD FULLY 6UAR4NTEE H15 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6" SPAN. SPECIFICATION FOR 6YP5UM SHEATHING BOARD. THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER lei. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN6 1.'1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL LOCATION MAP �nl COMPLETION OF PROJECT. AS PER PAGE 6-003. MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF Ask W ITT. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. SCALE: NTS Q ARGHITEGT/EN6INEER, AND THEIR AGENTS ,AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD AGAINST ALL CLAIMS, DAMAOE5, LOSSES •AND EXPENSES, INCLUDING TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE, L055 OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SF+ALL 15 ATTRIBUTABLE TO BODILY INJURY,SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS T U.S. DEPARTMENT OF COMMERCE FA(5 E <E Y : --- INJURY TO R DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS, NAILS, 50REW5,FL.A5HIN6, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS I) F COMMERCE ION AND INSULATION Q I FENESTRATION I �� ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY G✓� WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. KOOD-BPRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EVALUATION STRUCTURAL- USE PANELS, APPLICABLE GORE �_�� 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. PROJECT LOCATION &SCOPE BE LIABLE REGARDLESS OF OR OR 'NOT IT 15 CAUSED IN PART BY A A. TRUSS JOIST MGMILLIAN IAE MIGROLAM GENERAL NOTES PARTY INDEMNIFIED HEREUNDER. B. 6EORGIA PACIFIC 2.OE 6-P LAM 1.5.2. ORIENTED-STRAND BOARD (055), KAFERBOARD ORIENTED-STRAND COMPONENT PROPOSED DESIGN CODE FRESGRIFTI\/E VALUE COMPLIES BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET ENERGY TABLE PSL (PARALLEL STRAND LUMBER) DENOTES: VALUE CITATION (PER 2020 NYSEGGG) 15. ALL MATERIALS,ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING,NAILING, PLACING A. E INS JOIST AS PER ANU. PEC.'s AM PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT STRAPPING, & NAILING DETAILS ALL TO BE INSTALLED AS PER MANU. SPEG.'s OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR = I O I .®O TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, 22° I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. PROPOSED DEMOLITION PLANS MAX. U-VALUE = 0.52 APPLICABLE CODES AND GOOD PRACTICE:. DEVIATIONS FROM THE DRAWINGS U-VALUE = 0.25 FRAMING MATERIAL STANDARDS SECTION, THE 6oVERNIN6 BUILDING CODE, PROPOSED FOUNDATION PLAN FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.30 GFM/SF YES AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AIR LEAKAGE = 0.50 GFM/5F PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 AUTHORIZATION OF THE ARGHITECT/ENOINEER. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY CODE EVALUATION REPORT. REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S CODE - -- - - Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. ALTERATIONS INVOLVING BUILDING ENVELOPE NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND GONDITION5 NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE ASSEMBLIES SHALL NOT BE REQUIRED TO COMPLY PERTAINING ARE TO BE FIELD VERIFIED. lb.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS A= I O2 .00 PROPOSED FIRST FLOOR PLAN WITH THE REQUIREMENTS FOR NEW CONSTRUCTION, OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL EXISTING RAFTER DEPTH. WHERE NOTCHES ARE MADE AT 5UPPORT5 THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI94.1 CELLULOSIC CEILING/WALL/FLOOR EXISTING CAVITIES SHALL BE PROVIDED THE ENERGY USE OF THE BUILDING 15 YES 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EX15TINO WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G208 STANDARD SPECIFICATION FOR FILLED WITH NEW BATT INSULATION NOT INCREASED, WHEN EXISTING CEILING, WALL, OR WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER IN5ULATIO6 BOARD. R-VALUE FLOOR CAVITIES EXPOSED DURING CONSTRUCTION HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. IbS. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN ARE FILLED WITH INSULATION. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS,UNLESS NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. PER R503.1.1, EXCEPTION #2 MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I -�® I .O® PROPOSED EXTERIOR ELEVATIONS 22. PROVIDE FIREBLOGKING AS PER NEW PORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL COMPLIANCE STATEMENT: HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 NOTCHES AND HOLES SHALL NOT OGGUR IN THE SAME CRO55-5ECTION. COPYRIGHT PROTECTION ACT OF IggO (AWGPA),WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 22.1 THROUGH M 2.2.1. GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 22,1. BOLTS: BOLT5 SHALL COMPLY WITH AN51/A5ME B 15.2.1 SQUARE AND I O I .00 DWV/WATER SUPPLY RISER ADAPTED FROM STANDARD FOR HURRICANE° RESISTANT RESIDENTIAL NOTES,AND TABLES ON PACE 6-003 8 6-004. THE FA5TENIN6 SCHEDULE HEX 5OLT5 AND SCREWS (INCH SERIES). GAS RISER CONSTRUCTION;SSTD 10-qq AND 2015 5BG HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ D NAILING FOR THE 5HEATHING (ANY NAILING CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS,FOUNDATION WALLS, SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATEDZ FLOORS,5TUD5 AND ROOF FRAMING SHALL BE PROVIDED. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. 5PEC.'s). ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. 2.2.3. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES V 2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENIN6 DEVICES NOT INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DE51ON }� J� I I/� J� I/�' I,� I I,�I J� BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD P05TIN6 TO BE BLOCKED 50LID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, I�lA I L I I�lO/STRAFE I I�lO 9 Y �4I I `1DOY�l/DOOR HEADER TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS 3. METAL PLATES,CONNECTORS,SCREWS, BOLTS AND NAILS EXPOSED WALL w/ STEEL SHIMS 8 A MIN, 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/ (2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® 2.2.4. METAL OCNNEGTOR5 WHERE METAL PLATE OR 5TRAPPING SIZE AND NOTATION: AREAS SHALL BE STAINLESS STEEL OR: HOT DIPPED GALVANIZED. EXIST. WALLS # 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANYGAGE ARE SPECIFIED MINIMUM ASTM A653, STRUCTURAL QUALITY, A - NUMBER OF 5d NAILS® EA. END OF STRAPPING(2015 WFGM,TABLE 51,P. ISq) w P05TINO ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (6 MIN. 16" GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (201a WFGM,TABLE 5255,P. 2ql) a 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.NJ. MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE AND ANY ' C - NUMBER OF FULL HEIGHT KING STUDS® EA. SIDE OF HEADER (2015 WFGM,TABLE 323G,P. 2q2; 5HEATHING AND SIDING,FRAMING ANCHORS OR CONNECTORS SHALL BE HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S _ _ ALTERNATE AS PER TABLE 325D,P. 2q3) PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS IN A SHEARWALL, ALL ANGHOR5 MAKING AN ATTACHMENT ARE TO BE w/ CODE EVALUATION REPORTS. D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, � D (2018 WFGM,TABLE 3.71,P. ISq) U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE S" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH A5TM F 166-1 STANDARD 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPi'051NG E - NUMBER OF JACK STUDS® EA. END OF HEADER (2018 WFGM,TABLE 3.22F,P. 288) RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS w/6" RISE d w/(2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. SIDE C UTTO N LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6" DIST.,U.O.N. - ADDITIONAL INFO. IS FOUND ON PACE 6-003. C (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 5A P. 191) S RAFTERS 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES HALL BOARD SHALL MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING CODE 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. f.6YPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE INTERIOR R E N 0. COMPOUND METHOD. MANUFACTURER'S GORE EVALUATION REPORTS. T. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY FASTENING SCHEDULE B 16" WITHIN 4' OF EXTERIOR CORNERS. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6,UNLESS 2.2.1- SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B I8.b.1 )_ WOODSGREWS (INCH SERIES). ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS OTHERWISE NOTED. WATER RESISTANT(W.R.) AT BATHROOMS AND WHERE (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) 11 8. SILL PLATE TO FOUNDATION ANGHORAOE;SILL PLATE SHALL BE ANCHORED DEEMED APPLICABLE. 25500 MAIN ROAD TO THE FOUNDATION WITH ANCHOR BOL.T5 HAYING A MIN. BOLT DIAMETER 6LA55 WINDOWS AND DOORS A NOTATION OF J" AND 3"x3"xk WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 3. 5/5",ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS 1. ALL 6LA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. ORIENT, NY 11957 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET A B G D E F 6 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '7" IN CONCRETE/MA50NRY IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUGIN6 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER ROUGH FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL CLEARANCES ARE PROVIDED. OPNG AND AT SPACING NOT EXCEEDING WON CENTER. CONCRETE PANELS OF 5/&" THICKNESS MINIMUM. DRAWING TITLE: 3. ALL SLIDING 6LA55 DOORS, 5KYLI&HT5, AND ANY 6LA55 UNIT INSTALLED 2'-O" 2 I I I I I - 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED OLA55, PROJECT LOCATION &SCOPE CODES AND REFERENCE STANDARD: TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS UNLE55 OTHERWISE NOTED. 4'-0" 4 1 2 2 2 2 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. GENERAL NOTES STATE BUILDING CODE,2020 NEW YORK STATE RESIDENTIAL CODE, 2020 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH " - PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. 6'-O" �✓ I 3 3 3 3 ENERGY TABLE NEW YORK STATE PROPERTY MAINTENANCE, GORE, AND 2020 NEW YORK 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND MANUFACTURER'S SPECIFICATIONS. PLUMBING (B) - R7 QUIRES SILL PLAT> S 01 2"x6" (MIN.) STATE ENERGY CONSERVATION CON5TR ICT•ION CODE. ALL OPENINGS. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN,WASTE, AND VENT (DWV) STRAPPING & NAILING DETAILS 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE SYSTEMS TO NYS PLUMBIN6 CODE AND NY5 DEC REGULATIONS. 8'-O" 7 2 3 4 4 4 2. REFERENCE STANDARD USED FOR ALL !^{GOD FRAMING, CONNECTIONS OF b. FASTEN 6YP5UM BOARD AS PER FASTENIN6 SCHEDULE ON PAGE 6-003. ENERGY CONSERVATION CONSTRUCTION CODE. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 200 WOOD FRAME 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. CONSTRUCTION MANUAL BY THE AMERICAN FOREST d PAPER ASSOCIATION 6. PROVIDE FLASHING PANS UNDER ALL 5LIDIN6 6LA55 DOORS,WINDOWS, OR PAGE: INSULATION (AFkPA) AMERICAN WOOD COUNCIL (AWG). I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. AND AT BASE OF VERTICAL WASTE PIPES. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW PORK STATE '1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL FOIL TO BE PLACED TOWARD WARM SIDE.PLUMBING CODE. SGREES AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PERG-001m00 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION FOOT. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW PORK STATE WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 8. ALL 6LA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. HALLS FROM CTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 5HOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: CONTRFOUNDATION WATERPROOFING. - DISH WASHER.........................................2" 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-T NATIONAL F1 ECTRIG C1. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH - KITCHEN SINK.......................................2" CODE, NFPA -70 AND 2020 NEW YORK 5TA'T'E ENERGY CONSERVATION ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE - LAVATORY..............................................2" DATE: 04 28 23 CONSTRUCTION CODE. 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: / / 1 OF 5 - q R-30 FOR FLAT CEILINGS CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH _ spy.E�B„°°°,•.°.............°_.°._._...__._..,.2�� - 5.25" R-50C FOR VAULTED AND CATHEDRAL CEILINGS THE CHARAGTERI5TIC5 OF THE ANDERSEN WINDOW SPECIFIED. THE - TOILET........................................................3" - 55" R-15 FOR 2"x4" WALL CONSTRUCTION CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, - LAUNDRY ................................................2" ELECTRICAL: ROUGH OPENING,U-FACTOR,LIGHT AREA,VENT AREA, AND EGRESS - FLOOR DRAIN..........................................3" I. ALL NEWLY INSTALLED ELECTRICAL WORK: OR APPLIANCES SHALL CONFORM - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION REQUIREMENTS. TO 20t'7 NATIONAL ELECTRIC CODE, NFPA-70 AND 2020 NEW YORK STATE - 5.25" R-21 FOR FLOORS ENERGY CONSERVATION CONSTRUCTION CODE. 10. WINDOWS IN TUB/5HOWER ENCLOSURES AND WITHIN STAIRWAY5 SHALL BE b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" THROUGH ROOF. TEMPERED 6LA55. ��.Ed Aa� 2. CONTRACTOR WILL FURNISH A FIRE UNDEiZ!^lRITERS CERTIFICATE UPON y LTA '1. PROVIDE FROST-PROOF H05E BIBS WITH EASILY ACCE551BLE DRAIN d 5 �/ COMPLETION OF WORK. II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. DRAIN COCKS AS REOV. H05E 5155 SHALL BE PROVIDED WITH BACKFLOW GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE PROTECTION. W �` Y I (? 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA-72: MISSILE TEST OF ASTM Elggb AND ASTM EI886 AS MODIFIED BY 2020 NYS BG - GENERALLY,VERIFY OR PROVIDE HARD WIRED SECTION 301.2.1.2.1. 6ARAOE DOOR GLAZED OPENING PROTECTION SHALL MEET 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED SMOKE DETECTORS w/BATTERY BACK-UP IN: THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD R THE R ASMA 115. WITH BACK FLOW PROTECTION. iL +� I A. EACH 5LEEPIN6 ROOM q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL � 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 HEALTH DEPARTMENT STANDARDS AND REGULATIONS. AREA IN THE IMMEDIATE VICINITY OF A THICKNESS OF NOT LESS THAN � AND A SPAN OF NOT MORE THAN 8 SHALL THE BEDROOMS (GENERALLY THE HAIIWAY) BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR O� N �� ATTACHED TO THE FRAMING SURROUNDING THE OPEENIN6. PANELS SHALL BE TO CONGEALMENT OF PLUMBING. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS C. EVERY LEVEL OF DWELLING PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE 11. NOTCHING AND EORIN6 OF 5TUD5, JOISTS, RAFTERS AS PER BUILDING CODE. (BA5MENT, FIRST FLOOR, d SECOND FLOOR, ETC) R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT NO NOTGHIN6 AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED CORROSION-RE515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED NOR ANY POTENTIAL DAMAGE THEREOF. ON THE BUILDING. (5E NERAL I I " I O <E) : EXISTING TO BE DEMOLISHED NEH PARTIAL GT WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) O NEW WOOD FRAME (L.G. NEW FOUNDATION WALL W STL. WHEN APPLICABLE) J fa NEW I-HR FIRE RATED ® MIN. (2) 2"x4" 571RUCTURAL V Q ' CV WOOD FRAME (L.G. 5TL. P05T FOR 4" WALLS O In WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUCTURA.L 0) O � P05T FOR 6" WALLS), U.O.N. r- NEW 2-HR FIRE RATED }. �q WOOD FRAME (L.G. STL. i WHEN APPLICABLE) O O (U z 0 CL I!-) d. 2: x cu FOUNDATION PLAN NO'TE5 o p O ;- Om a-' L0 NEW UN-REINFORCED P. GONG. 5LAB (�J O Q I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON po 2. 6 MIL POLY VAPOR BARRIER UPON 3. 4" (MIN) GRAVEL BASE OEXTERIOR CRAWL SPACE ACCESS:_ I. 36"x36" OPENING IN FOUNDATION WALL n l W U I I I III �, I I - I III REMOVE 4 CAP—', AP I III EXIST. RADIATOR L 1 1 O O U c PIPES LEADIN6 TO 2ND FLOOR I� ---�L---- � iV RU F---L 1 171 IIIiII � z2U I tt:zi \ (I\ al III II 1 Oa \ LUJI II I U1 zQ N zQAdmk -LLIXz Xz Q r w z� w z-1 RELOCATE EXIST. I�I I I( I�j �v U RADIATOR TO NEW �I 1 DEMOLITION NOTE: O O LOCATION (SEE I I 1 == PROVIDE SHORING AND SUPPORT TO ALL AFFECTED z EXIST. CRAWL SPACE z 2� PAGE A-102 FOR L STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT NEW LOCATION) 1 I T OF ANY DEMOLITION OR CONSTRUCTION. tL MO ACCESS) ►� RELOCATE EXIST. j l 11 1 0 RADIATOR PIPES TO EXTERIOR WALL AND PLUMB TO 2ND FLOOR f BEDROOM I RADIATOR ASSUME HEADER ASSUME HEADER \ I 1 If 11 IF NOT IN PLACE IF NOT IN PLACE ARCHITECT ARCHITECT III I� I�i p III r RELOCATE EXIST. RADIATOR PIPES I I TO EXTERIOR I I WALL 1_Oy2, L J DEMO EXIST. G.J. TO AND I \\-o REPLACE TO MATCH EXIST G.J. 4 SISTER TO EXIST G.J. AT REST OF LIVING ROOM AREA, GALL ARCHITECT TO VERIFY G.J. SIZING EXIST. LIVING ROOM EXIST. BASEMENT (NO WORK) Z ' w ' f O U > - W W I- Q PROJECT: SUTTON INTERIOR RENO. 25500 MAIN ROAD ORIENT, NY 11957 \ DRAWING TITLE: PROPOSED DEMOLITION PLANS PROPOSED FOUNDATION PLAN PAGE: PROPOSED FOUNDATION PLAN A-101m00 0 S.F. HABITABLE Ji='AGE; 1,240 S.F. DROSS AREA SCALE: 1/4" = P-O" DATE: 04/28/23 2 0 F 5 >r I� D APO441 `�`r,� G -3� FROFOSEID DEMOLITION PLAN ' � r Jt J+ 1+.•.) SCALE: 1/4" = 1'-0" ' ..� 9T 3 AQ'b y®4. F4F NtO 0ENDRA _ 5""r �150L <EY : a _ EXISTING TO BE DEMOLI:3HED NEW PARTIAE O T, WOOD FRAME (L.O. STL. Q W EXISTING TO REMAIN HEN APPLICABLE) 0 �----{ NEW WOOD FRAME (L.O. NEW FOUNDATION WALL J I --i STL. WHEN APPLICABLE) O NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V mul ® P05T FOR 4" WALLS N WOOD FRAME (L.O. STL. � WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O .- P05T FOR 6" WALLS), U.O.N. _ 0 NEW 2-HR FIRE RATED }r WOOD FRAME (L.O. 5TL. O N z p WHEN APPLICABLE) a- •� c 2: X � N 0 O O 4-+ ' FLOOR PLAN NOTES O m � Lo Lo c o 0 c DOOR NOTE: Q �- Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O T1. KA L BATHROOM NOTE: ON PLANS BY 'JELD-WEN' (OR EQUAL). I.I. INSTALL MOISTURE RE515TANT GYPSUM BOARD IN 2.INSTALL NEW EXTERIOR DOORS WHEN CALLED OUT ALL. BATHROOMS ON PLANS BY 'rHERMATRU' (OR EQUAL). 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 3.NOTE DOES NOT INDICATE EACH NEW DOOR TUB SURROUNDS PROPOSED;SEE DE515NATION5 d DOCIR SCHEDULE. 2. SHOWER FLOORS 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR 2.1. NEW TILE FIN15H (H.O. TO SELECT) UPON WALLS,U.O.N. 2.2. CONCRETE MUD-5ET(SLOPE I/8" PER FOOT v 5. INSTALL AS PER MANU SPEG.'s Q F b.PROVIDE (2) 2"xIO" HDR.,U.O.N. TOWARDS DRAIN) UPON D 2.3. WATER PROOF MEMBRANE TO COVER SHOWER EXIST. WOOD ui '7. 5EE PAGE 0-005 FOR ALL OTHER FRAMING FLOOR,WRAP DRAIN 4 ATLEAST IS" UP WALLS ,y> DECK ELEMENTS AROUND DOORS (TYP. FOR.ALL) U.O.N. �� SMOKE DETECTOR / GO DETECTOR NOTES: O NEW LAUNDRY OL05ET: OA I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 5 I. NEW /DRY HOOK UP W W 3 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 2•COORDINATE LAUND. ROOM d DOOR DIM.'s I PROP. (2) 9.5" 3 A /� HARD WIRED TO EACH OTHER w/BATTERY BACKUP. w/SIZE OF EQUIP. LVL HDR W 2.INTERCONNECTION BETWEEN NEW & EXISTING DEVICES 3.PROVIDE HOOK UPS AS REO'S PER MANU.SHALL NOT BE REWIRED WHERE EXISTING ALARMS 4.WASHINCS MACHINE OUTLET BOX TO INCLUDE _ -••- 105 - m ARE NOT INTERCONNECTED, AS PER NY5 R314.4. HAMMER ARRESTORS - 3.PROVIDE SMOKE/Co DETECTORS AS INDICATED, AND 5.USE INOVATE DRYERJACK LOW PROFILE to A WITH ROOF NECK FIXTURE IN ROOF OVER "�- PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 5'OAS- tV 4.SMOKE /CO DETECTORS TO MAINTAIN 5' MIN. NEl"1 HALLWAY _ HORIZONTAL SEPARATION FROM SUi'Pl_Y/RETURN DUCTS DRYER EXHAUST NOTE: PROP. ACE I tm U d OPENINGS TO BATHROOMS w/SHOWE:R OR TUB. 1. DUCT SHALL TERMINATE TO EXTERIOR FIREPLACE A 5. INSTALL ALL AS PER MANU. SPEC.'s 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY INSERT - 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR OPENINGS IN COMPLIANCE WITH LOCAL CODE 3.DUCT 51ZE AS PER MANU. T. UNITS TO BE COMPATIBLE WITH EXI5TIN5 HONEYWELL 4.DUCT SHALL BE: EQUIPPED w/A BACKDRAFT DAMPER O O CENTRAL STATION SYSTEM (INTEGRATED AND 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN i= HARDWIRED TO EXISTING CENTRAL STATION ALARM CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 0� 0 n SYSTEM) CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO =_ EXCEED 5 FEET AND SHALL O BE L15TED AND LABELED ' WINDOW NOTE: �n IL ZZ =IL Z I. ALL NEW WINDOWS b DOORS SHALL BE ANDERSEN IN ACCORDANCE WITH UL 215&A. - U b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID '- CASEMENT, DOUBLE-HUNG,OR GLIDING (AS NOTED). zQ MODIFIED N zQ - METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS INSTALL AS PER MANU. SPEC.'S. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST PROP. CA55ETTE DUCTLESS �j z-1 BEDROOM j z� C 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL MINI SPLIT SYSTEM;MODEL 320 S.F. N SEE DESIGNATIONS 4 WINDOW SCHEDULE. SCREHS ELUERIDGE BMHH12Y23GC (OR Hv �V 3 3.FOR SUBSTITUTIONS, SEE NOTE #11 IN "GLASS WINDOWS -1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER EQUAL); I-TON, 12,000 BTU RELOCATED O O AND DOORS" ON PAGE 0-002. LOCATION TO THE WALL OR ROOF TERMINATION. THE RADIATOR z b z _ 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 - 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° 2 - 6.IN GENERAL,TEMP. OL. SHALL BE PROVIDED: BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES A 6.1. FOR ALL SKYLIGHTS t OPERABLE PANELS OF NOT INCLUDE THE TRANSITION DUCT. 2'_�/2"-,r POP. ( ,2 IC SWINGING,SLIDING, 4 BIFOLD DOORS SM/GO R FL HD 6.2. WITHIN IS' OF F.F. ,j 6.5. WITHIN 24" OF A DOOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE 6.4. WITHIN STAIRWAYS 4 WITHIN 56' OF A LANDING O VENTILATION 15 NOT MET BY MEANS OF NATURAL uv 6.5. WITHIN TUB/SHOWER ENCLOSURE'S CIRCULATION THROUGH WINDOWS OR DOORS TO R V PROP. A bb. 5EE AL50 GENERAL NOTES ON PAGE 0-002 OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION NATURAL LIGHT � VENTILATION BEARING WALL Aku BUILT-IN 1. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND 405.5.2.5; INSTALL AS PER MANU. 5PEC5 Z� GAB. 3 WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (1) FAN IN WALL - POWDER ROOM (HABITABLE SPACE) VENT I 1 Lc(2) 2"AO' HEADER U.O.N. (1) FAN IN CEILING - MASTER BATHROOM FOR CA55ETTE N z� 8 8.WINDOW FALL PROTECTION SHALL BE 'PROVIDED PER FLOOR AREA 520 S.F. (IN-WALL) EXIST. X z� NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS NEW PLUMBING FIXTURES: GL. w z� LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-72" to S.F. \\DRYE _ ABOVE GRADE OR THE ADJACENT SURFACE AT THE O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. S.F. REO. S.F. PROV. O V -6 - 7 BENT 3 B 3 5EE AL50 PLUMBING GENERAL NOTES ON PAGE 0-002. LIGHTING;MIN. 85, Z OP. 2) 2" I in BUILDING EXTERIOR. OF FLOOR AREA 25.6 S.F. 42.1 S.F. NEW FLOOR: _ FLU HD EGRESS NOTE: O 1. NEW J" PLYWOOD SUBFLOOR BENEATH (SLUE 4 SCREW); VENTILATION;MIN. IN COMPLIANCE WITH NEW YORK STATE BUILDING SCREW PERIMETER OF SHEATHING 6" O.G. b 12" O.G. CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF INTERIOR. 4% OF FLOOR AREA 12 8 S.F. 24.1 S.F. = PROP 101 -3 104 EGRESS SHALL BE FOLLOWED: 2.NEW FINISHED FLOOR PER H.O. SELECTION -' L-NPY. - - SOP. HALLWAY io I NET CLEAR OPENINO........... 5.77 S.F. NEW TILE FLOOR: {o F 5 = I 48 S.F. ° NET CLEAR HEIGHT............... 24 MINIMUM O 1. NEW TILE FINISH (H.O. TO SELECT) UPON O PROP. MASTER NET CLEAR WIDTH................. 20" MINIMUM -- _ I m 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON BATHROOM - 3.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON 4'-6" 2-4" = :t 6 FRO I t<1 94 S.F. i NO VERIFY FINAL CEILING HEIGHT IN MASTER 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 6 SCREW); • P - I 4 7 9 O SCREW PERIMETER OF SHEATHING 6 O.G. $ 12" O.G. ® 24 S.F. tY ROP. 105 to BEDROOM/BATHROOM WITH HO ONCE DEMO 15 INTERIOR. COMPLETE 14 WALK-IN 6 I F' 2. ALL INTERIOR CASINO SHOULD MATCH L. '�' w OWNERS GOAT CLOSET IN HALLWAY I 0 L 5-t S.F._ L inIII 3. REPLACE EXIST. MOTION SENSOR FOR m MOUNTING IN MAIN BEDROOM AREA (NEEDS TO _ 7-O 5-O' S-o - INTEGRATE WITH EXIST. CENTRAL STATION ALARM SYSTEM) 25"W X 2011D TV LOCATION VANITY (WALL TO HAVE W ALL NEW WINDOWS SHALL BE ANDERSEN (400 SERIES - TILT WASH); INSTALL A5 PER MANU. SPEC.'S. SEE PAGE "0-005" FOR NAILING d SOUND INSULATION) a STRAPPING DETAILS. 0 * SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER PROJECT: WINDOW CHART EXIST. EORE55 - - HALLWAY SUTTON ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT TA5 TYPE MODEL # OPENING " PROV. INTERIOR RENO. WIDTH REQ'D: 20 TEMP. PER PER UNIT HEIGHT REIV:24" UNIT WIDTH _ HEIGHT WIDTH HEIGHT OPEN REOV: 5.77 S.F. - - A (6) DOUBLE-HUNG �- TW2442 LZ-6 �l 2-5 J 4-4 4 S.F. E -1.01 S.F. 4.02 S.F.4'-4 EXIST. LIVING - --- - ROOM B (2) DOUBLE-HUNG TW2446 �2;b 4--a 2-5 S.F. o 1.65 S.F. 4.3a S.F. 311 s.F. 25500 MAIN ROAD ORIENT, NY 11957 VERIFY CEILING HEIGHT IN MASTER BATHROOM BEFORE ORDERING WINDOW 'B' IF CEILING HEIGHT CANNOT RAISE THEN WINDOW 'B' MUST CHANGE TO A TEMPERED WINDOW 'A' (ALL WINDOW AFF HTS. TO BE 25" DRAWING TITLE: DOOR SCHEDULE r PROPOSED FIRST FLOOR PLAN L DOOR � -- MATERIAL TAG DESCRIPTION MANUFACTURER Q N RFIREEG NOTES WIDTH HEIGHT L 45 MIN. RATED SELF-CLOSING - -- - -- FIRST FLOOR IL 1®2 ■ ®® 101 SINGLE SWING JELD-WEN 2'-10" '1'-O" . I�� 2 OVER 3 PANEL�L L 102 SINSLE 5WIN5 JELD-WEN 2'-4" 7'-0.. • I 2 OVER 3 PANEL DATE: 04 28 2 103 SINGLE 5WIN5 JELD-WEN [7:2�'-4-- 7'-0"-- -IL: - 2 OVER 5 PANEL 3 3 OF5 1-___ l 104 -IF-51NOLE SWING JELD-WEN 2'-b" -7'-0" �- �- -�� AL IE 2VER 3 PANEL --- _-_-- 3 OVER 5 PANEL, 105 FRENCH DOORS ANDERSEN/ 5'-0" -7'-0.. INDIVIDUAL PANES MARVIN NOT PLASTIC - -- - ---- GRILL_ - - -- - 4,4� O� Q q/AgAQ ;<o .•�1 �t FROPOSEI7) FIRST FLOOR PLAN F• N� �`- nl SCALE: 1/4" = 1'-0" �T , Q�3 � - 0 o� NC�i� 1 ELE\/,4TI0N NOTES O TYPICAL SIDING: ' 1. MATCH EXIST. 51DINO AND INSTALL PATCH WORK Q IN NF-CE55ARY LOCATIONS PER TEEN WINDOW 0 LOCATIONS Lu 2. "TYVEK" HOUSE WRAP (OR EQUAL) J C6 5. INSTALL ALL AS PER MANU. SPEC'-.'s cM 4. PROVIDE ALL NECESSARY TRIM FOR PROPER N INSTALLATION �i 'c: Ln 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION b7 WALL O O OTYPICAL 2"x4" 'AZEK (OR EO.): , >7 (9 I. PROVIDE AT ALL NEW WINDOW/1700R CA51NO i O 2. STYLE TO MATCH EXISTING O CV Z 0 (u Ln c '_ X 5 CV 0 O O 4-+ _c O m -�' Ln -J N O Q O W 4J U •- U � 4J m . - _c + U Q .- -- - - - W -- -- ----- -.--- -- ------ I l l _-- Lu — L l K I IHII 111111 1 ! I -- -_ - 11 _ 11 i — - - 111111 IIITII III I -— N 2 I! - W Z i 0 - i +1�- '!ILl F.F. I F.�. _ 1 I - -- LLL��I ��f F.F. PROJECT: I I i i SUTTON INTERIOR RENO. NEST ELEVATION (R IOHT SIDE) SOUTH ELEVATION (REAR) EAST ELEVATION (LEFT 5Z)FE) 50ALE: 1/4" = I'-O" 50ALE: 1/4" = P-O" SCALE: 1/4" = I'-O" 25500 MAIN ROAD ORIENT, NY 11957 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS PAGE: Ak-20LOO DATE: 04/28/23 4 OF 5 r ��F_D ARG,'�;• 03 4 b5 yp� FGF NE`� CL a 0 w w J (M C V) 00 O Z) r- O >: CO L r- O N z 0 '� Lo X :3 CV p O O 4- ' O m 4�-+ � Lo c NO c a Q O W 4J '0 U •- 4� � U c Q . - ci Q� � T 4" FRESH AIR VENT J L THROUGH ROOF Q 3"1 I I I I I I I I NOTE: ALL PLUMBING WORK 1 SHALL CONFORM TO p NO WORK ON I O NO WORK ON LOCAL PLUMBING CODE 2ND FLOOR I O 2ND FLOOR p I PROVIDE "ABE500 FF200 FR IL I EXPANDING FOAM" (OR EQUAL) 0 NO I AT ALL PENETRATIONS IN FIRE z I RATED WALLS AND U LEGEND FLOORS/CEILINGS. PRODUCT w CONFORMS TO A5TM E 514, ____- HOT WATER A5TM E 84, AND UL 14-1q SUPPLY G.O. i --------------------------------------------- GOLD WATER ~ - - SUPPLY MASTER BATH 2„ — PWDR. BATH LAUNDRY l I MASTER BATH HALF BATH I I --r—_—r------ ---- 2 — r--� NOTE: LAUNDRY I PROVIDE "ABESCO FP200 FR. r I I I I I ALL PLUMBING WORK I EXPANDING FOAM" (OR EQUAL) 1 I I I I I I SHALL CONFORM TO j l AT ALL PENETRATIONS IN FIRE I I 1 I I LOCAL PLUMBING GORE RATED WALL5 AND I CONFORMS TO ASTM E 81U O 1 ��I �� p � FLOORS/CEILINGS. PRODUCT O I d0 WORK AT OTHER 2„I 2 2 1 I 1 2 1 O NO WORK AT OTHER QQ�� q� Q� NIZ20MS ON IST FLOOR i i i i 2„ i 2„ 3" AS REQ'D I I I I I I p 11 -' I I I GLEAN OUT � ROOMS ON IST FLOOR I ASTM E 84,AND UL 14"Iq a I I 0 1 1 1 1 I I EXIST. F.A.I. TO � � I Wes. I I W.G. REMAIN W.G. U 31 IC I I �I I� �I I: 31 I W.G. �1 I 1 w 1_ „ 1_ „ I 1 IL 1_ „ I 2„ �1 I� XI IU �I v TI V XI I� 1 !U I I TUB ISHOWER I om "f Iry "I Iry I" TUB "I �ry SHOWER NI II+ m wAs�ER "1 iN I I c, KASFER —I J- �- - --------� --- -------- J___J -- G.O. 211 2 3„ G.O. CONNECT TO\/ 41' EXIST. WATER 4" HOUSE SUPPLY SYSTEM I j TO PRIVATE MAIN DRAIN G.O. I I � 11 Z i j ..— — 0 w NO WORK AT BASEMENT `� TO SEPTIC NO WORK AT BASEMENT 1 i — rWELL w SYSTEM T PROJECT: I � I SUTTON W 50LER INTERIOR RENO. 25500 MAIN ROAD FLUMBNO RISER - r7)RA I N / NASTE / VENT FLUME I N RISER - SUFFLY ORIENT, NY 1.1957 SCALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: waft V-101moo DATE: 04/28/23 5 OF 5 1�RSD Ajy o Ey WALLS Kt PEW : EF LVl ;k, 2. tat t � n �f j 7 � � • 1 f �� ,��t ��`•,fit,��'" ; I t \ If I \\\ i I 1 1 CC I � CO 110OR PLAW P-)�\SEMENT I �- �I I SCALE 'Xi 0 4 G� P SHEET I DA � AS / 5 IAL TO� � �� M ENT � � B 101 S L(?c GENERAL SY COL <E*N- : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT i WOOD FRAME (L.O. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) 0 W NEW WOOD FRAME (L.O. NEW FOUNDATION WALL J m I --I STL. WHEN APPLICABLE) �� Q � cmNEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL 'c U') WOOD FRAME (L.6. STL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O O POST FOR b" WALLS), U.O.N. _ 0 NEW 2-HR FIRE RATED _ WOOD FRAME (L.O. STL. O N z O WHEN APPLICABLE) a u Y C X :3 CV FOUNDATION FLAN NOTES 0 00 0 Cfl O Lo NEW UN-REINFORCED P. GONG. SLAB � a--+ I. NEW 4" THK. UN-REINFORCED I". GONG. SLAB UPON N O 2. 6 MIL POLY VAPOR BARRIER UPON Q O a O OEXTERIOR CRAWL SPACE AGGESS: I. 26"x27" OPENING IN FOUNDATION WALL ^ ` W ® EXTERIOR CRAWL SPACE AC('ESS: I. 2'1"x2I" OPENING IN FOUNDA71014 WALL OCONCRETE PIER d PAD FOOTING:. I. PROVIDE 3.5" STEEL COLUMN ONTO EXIST. FOUNDATION WALL INSTALL PER DETAIL #2,384 A-201.01 U r ry �i N EXIST. BLD6. FT6. (INNER EDGE) II O III ii U III REMOVE d GAP POURED CONCRETE AND STEEL REINFORCEMENT NOTES: EXIST. RADIATOR U PIPES LEADING TO n`----�--__ _ I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT 2ND FLOOR r---------- EXIST. F.J. N FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND DOWNWARD FROM THE BOTTOM OF EXISTIN6 ADJACENT FOOTIN65. ( 1 71 III II I (f, 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION \ (�_��I III II EXIST. F.J. SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 1 ENCOUNTERED. RELOCATE EXIST. �I I If I�� j 1 3. POURED CONCRETE SHALL BE KEP'r MOIST FOR A MIN. OF 14 DAYS. RADIATOR TO NEW \\ / DEMOLITION NOTE: LOCATION (SEE -=- PROVIDE SHORING AND SUPPORT TO ALL AFFECTED EXIST. CRAWL SPACE WALL IN-FILL 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT PAGE A-102 FOR STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT FOR OLD 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 315 CODE. T--------- OF ANY DEMOLITION OR CONSTRUCTION. ACCESS NEW LOCATION) ---- �7 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL cV ASTMA6I5 GRADE 60. WWM FOR SLABS DO NOT NEED TO BE RELOCATE EXIST. COATED. RADIATOR PIPES EX. UP TO EXTERIOR ____ WALL AND PLUMB _ L------ -- I 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS ___ _ TO 2ND FLOOR ] _ SHALL BE STA66ERED. 7 4BEDROOM J \ II . PROVIDE MECHANICAL DEVICES TO HOLD STEEL HARDWARE RADIATOR IN I��11 PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, IIITr � COVERAGES, AND PLUMBNE55. I CONTACT ARCHITECT � 77 5. CEMENT SHALL CONFORM TO ASTM C-55 FOR STANDARD WEI&HT IF POST TO 2ND III EXIST. F.J. \\ 3 CONCRETE. FLOOR DROPPED ; -� III I ' BM. (SUPPORTING /�i II r RELOCATE EXIST. 2ND FLOOR GEILIN6) I l 1 171 RADIATOR PIPES - DI50OVERED WITHIN �� TO EXTERIOR CONGETE - GOLD WEATHER POURIN6 S CONCRETE MIXTURE WALL ---J/ I I WALL I-_Oy2 - - 2 126)/2 / II _ 1. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF CONCRETE 4-� I- CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE -_ L�_ 7- HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. - �� z Z 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 0 DEMO EXIST. G.J. TO AND 1 2 N 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL REPLACE TO MATCH EXI5T C.J. ( W CONFORM TO AGI 506. d 515TER TO EXIST G.J. AT ct REST OF LIVING ROOM AREA, ( I I C7 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / GALL ARCHITECT TO VERIFY Z SURFACES. FROZEN &ROUND MAY BE REMOVED OR HEATED TO G.J. 51ZIN6 N TEMPERATURES WITHIN 100 F OF CONCRETE. 1 <ir_ O 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. EXIST. LIVING O REMOVE AS REO'D. ROOM Z O m ui 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE EXIST. BASEMENT Fy- _ cr PERMITTED WHEN NECESSARY. (NO WORK) ui "E. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 53° F OR HIGHER I , I 2 z 0 Z U AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. U) U N 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE I rl N PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 I ( N N (ASTM 04g4/G4g4M, TYPES G AND E). ob 10. CONSULT ARCHITECT WHEN STEEL E'MBEDDMENT GROSS SECTIONAL N Q a) A AREAS EXCEED ONE SQUARE INCH. ' O O O 11. ONCE CONCRETE IS PLACED. CONcRETE SHALL NOT BE EXPOSED TO REPEATED FREEZING AND THAII41NO UNTIL CONCRETE HAS PROJECT: REACHED A COMPRE551VE 57RENEiTH OF 800 P51. Ll 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. L / � � � BUTTON SOIL BEARING CAPACITY NOTE: INTERIOR R E N 0. STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL BEARING CAPACITY OF 1.0 70N/S.F. I I 25500 MAIN ROAD ORIENT, NY 11957 DRAWING TITLE: PROPOSED DEMOLITION PLANS I PROPOSED FOUNDATION PLAN PAGE: PROPOSE:;) FOUNDA71ON PLANA-101. ® O S.E. HA5I7AE3LE Si=AGE; 1,240 S.E. GROSS AREA SCALE: 1/4" = I'-O" DATE: 03/14/24 2 OF 5 PROPOSED I7)EMOL I TI ON PLAN 5CALE: 1/4" = 1'-0" - c.- (/ I ` ERAL S I �50L < I : NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED WOOD FRAME (L.C. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) uj NEW WOOD FRAME (L..G. NEW FOUNDATION WALL J cu 5TL. WHEN APPLICABLE) y) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL POST FOR 4" WALLS O m WOOD FRAME (L.G. .,5 TL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR b" WALLS), U.O.N. - } 0 NEV4 2-HR FIRE RA WOOD FRAME (L.G.rSTDL. O O N z 0 WHEN APPLICABLE) CL � �C �' X � CV O O O 4-+ ' FLOOR PLAN NOTES m C9 NO O cu DOOR NOTE: TYPICAL BATHROOM NOTE: Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O4 I. WALL BOARD Q �-- a O ON PLANS BY 'JELD-WEN' (OR EQUAL). I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ALL BATHROOMS ON PLANS BY 'THERMATRU' (OR EQUAL). 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND S.NOTE DOES NOT INDICATE EACH NEW DOOR TUB SURROUNDS PROPOSED;SEE DESIGNATIONS 6 DOOR SCHEDULE. 2. SHOWER FLOORS 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON WALL5, U.O.N. 2.2. CONCRETE MUD-SET(SLOPE 115" PER FOOT v 5. INSTALL A5 PER MANU SPEG.'s Q TOWARDS DRAIN) UPON 6.PROVIDE (2) 2"x10" HDR., U.O.N. 2.5. WATER PROOF MEMBRANE TO COVER SHOWER D_w EXIST. WOOD -1. SEE PACE 6-005 FOR ALL OTHER: FRAMING FLOOR, WRAP DRAIN # ATLEAST 18 WLj " UP ALL5 v DECK ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. iE: 66-6-7-7 O SMOKE DETECTOR / CO DETECTOR NOTES: O NEW LAUNDRY CLOSET: 5'-0" V _Tz 2'-l0:2 r l 2 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 5 I. NEW WASH/DRY HOOK UP A 3 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 2•COORDINATE LAUND. ROOM 3 DOOR DIM.'s PROP. (2) q.5" 3 A HARD WIRED TO EACH OTHER w/BATTERY BACKUP. w/SIZE OF EQUIP. LVL HDR 2.INTERCONNECTION BETWEEN NEW d EXISTING DEVICES 5.PROVIDE HOOK UPS AS REO'S PER MANU. m SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 4.WASHING MACHINE OUTLET BOX TO INCLUDE �J W ARE NOT INTERCONNECTED, AS PER NYS R514.4. HAMMER ARRESTORS 3. PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND 5. USE INOVATE DRYERJAGK LOW PROFILE (il A u PER WITH ROOF NECK FIXTURE IN ROOF OVER GENERAL ELECTRICAL NOTES ON PAGE G-002. " cV 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. NEW HALLWAY , HORIZONTAL SEPARATION FROM SUPPLY/RETURN OUGT5 DRYER EXHAUST NOTE: PROP. GAS I NEW 3.5"m CO I N 1 . T 4 OPENINGS TO BATHROOMS w/SI-TOW O C)FIREPLACE STL. L ER OR TUB. I. DUCT SHALL TERMINATE TO EXTERIOR �a1 A FLUSH M.; 5. INSTALL ALL AS PER MANU. 5PEC.'s 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 3 INSERT BARE O$TO x 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR OPENIN65 WALL IN COMPLIANCE WITH LOCAL CODE: 5.DUCT SIZE A5 PER MANU. FOUND. 1 -I. UNITS TO BE COMPATIBLE WITH EXISTING HONEYWELL 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER '� l GATH. Q CENTRAL STATION SYSTEM (INTEGRATED AND 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN V.I.F. EXIST. F.J. ORIENTATION I H CL0.) " � HARDWIRED TO EXISTING CENTRAL STATION ALARM CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO (CONTACT ARCHITECT IF FOUND OTHERWISE) ry Q ` ^` SYSTEM) AOL CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM FASTEN TO NEW FLUSH BM. w/SIMPSON LU528 HNCR. SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO = m 6 EXCEED b FEET AND SHALL BE LISTED AND LABELED in v i� WINDOW NOTE: Q �n IN ACCORDANCE WITH UL 2158A. - B•- O I. ALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN ( x_j 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGIDIL CASEMENT, DOUBLE-HUNG, OR 6LIDINC (AS NOTED). MODIFIED METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS iV INSTALL AS PER MANU. SPEC.'S. PROP. CASSETTE DUCTLESS BEDROOM RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL MINI SPLIT SYSTEM;MODEL 32o S.F. m cv SEE DESIGNATIONS 4 WINDOW SCHEDULE. SCREWS BLUERIDOE BMHHI2Y23GG (OR Q 3 3. FOR SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS EQUAL); 1-70N, 12,000 BTU RELOCATED NEW 5,5"0A 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER AND DOORS" ON PACE C-002. RADIATOR 8 5TL. COL. TO I v~ 4.ALL CASEMENT WINDOW5 TO HAVE STRAIGHT ARM HINGE. LOCATION TO THE WALL T ROOF TERMINATION. THE FLUSH 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH FEET MAX. LENGTH H THE DUCT SHALL BE REDUCED D AND 5 FEET FOR H2. 0 Cl.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: BEND�THE MAX. LENGTHNOF THE EXHAUST DUCT DOES 2 A 6.1. FOR ALL 5KYL16HTS Q OPERABLE PANELS OF NOT INCLUDE THE TRANSITION DUCT. PROP. SWINGING, SLIDING, b BIFOt_D DOORS 6.2. WITHIN IS" OF F.F. SM/CO _ BUILT-IN GAB. 6.3. WITHIN 24" OF A DOOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE 12'-b" _ m 6.4. WITHIN 5TAIRWAYS d WITHIN 56" OF A LANDING O VENTILATION 15 NOT MET BY MEANS OF NATURAL 6.5. WITHIN TUB/SHOWER ENCLOSURES CIRCULATION 7HROU6H WINDOWS OR DOORS TO R -- aU A 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 OUTDOOR SPACES AS PER NYS MECH. CODE SECTION NATURAL LIGHT ff VENTILATION BE G LL 00 OATH. 7. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 405.5.2.5; INSTALL AS PER MANU. 5PEC5 (HABITABLE SPACE) GL6. 3 WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (1) FAN IN WALL - POWDER ROOM VENT I L; z V (2) 2"xlO" HEADER U.O.N. (1) FAN IN CEILING - MASTER BATHROOM �FFIR-LA9`� 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER FLOOR AREA 520 S.F. (IN-WALL) �X ON z 8 2_�2: NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS NEW PLUMBING FIXTURES: LESS THAN 24" ABOVE F.F.,THAT ,ARE MORE THAN 72" O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. S.F. REO. S.F. PROV. to S.F. _ D = ABOVE GRADE OR THE ADJACENT SURFACE AT THE SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. F U V=NT A 3 BUILDING EXTERIOR. LIGHTING;MIN. a% �z FROP. 2) 2" I J A to 3 OF FLOOR AREA NEW FLOOR: 25.6 S.F. 42.1 S.F. FLUSH HD ham- N EGRESS NOTE: O I. NEW J" PLYWOOD SUBFLOOR BENEATH (CLUE $ SCREW); VENTILATION;MIN. 6_ - " p IN COMPLIANCE WITH NEW YORK STATE BUILDING SCREW PERIMETER OF SHEATHING 6" O.G. d 12" O.G. ® 4% OF FLOOR AREA 12.8 S.F. 24.1 S.F. -3" CODE, SECTION R510.2.1;THE FOLLOVIINC MEANS OF INTERIOR. O PROP 101 104 N EORE5S SHALL BE FOLLOWED: 2.NEW FINISHED FLOOR PER H.O. SELECTION , Y. PROP. VE _ EXIST. 2"X5" F.J. m GL. 5 HALLWAY in t� NET CLEAR OPENINO........... 5.7 S.F. NEW TILE FLOOR: NET CLEAR HE16HT............... 24" MINIMUM O x Q ® O.G. I. NEW TILE FINISH (H.O. TO SELECT) UPON 1 48O PROP. MASTER iv Q Z N NET CLEAR WIDTH................. 20" MINIMUM 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON l02 BATHROOM j� .o Z 6 4'-b J 2-4"�{ m q4 S.F. �j �Y Q O 5.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON PRO I ¢ i t� 0 NOTES: R 4 7 q in 0 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE $ SCREW); I. VERIFY FINAL GEILIN6 HEIG=IT IN MASTER SCREW PERIMETER OF SHEATHING 6" O.G. 8 12" O.C. ® O M _ Q l03 O BEDROOM/BATHROOM WITH HO ONCE DEMO IS INTERIOR. COMPLETE 24 sF ;� WALK-IN _ 6 I z 2. ALL INTERIOR CASING SHOULD MATCH ? 6 ;n w OWNERS GOAT CLOSET IN HALLWAY v O L _ N 5. REPLACE EXIST, MOTION SENSOR FOR 7'-0" 5'-0" 5'-0" m Ix MOUNTING IN MAIN BEDROOM AREA (NEEDS TO iv 0 0 N INTEGRATE WITH EXIST. CENTRAL STATION ® I ALARM SYSTEM) z N EXIST. 2"XIO" F.J. - V M et 25"W X 2011D 016110.0. TV X N N VANITY LOCATION �y p LL' N N ALL NEW WINDOW W S SHALL BE ANDERSEN (400 SERIES - TILT ASH); INSTALL AS PER MANU. SPEC.'S. SEE PACE "0-005" FOR NAILING d (WALL TO ® Q 0% 14 STRAPPING DETAILS. HAVE SOUND 0 O O ** SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER INSULATION) ** FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER FUR BATH PROJECT: GEILIN6 DOWN WINDOW CHART EXIST. TO MATCH - -------- -- - HALLWAY EXIST. HOT. EGRESS ABOVE THE TUB U TT N ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT TAG TYPE MODEL # OPENING TEMP. PROV. PROV. INTERIOR RENO. WIDTH REQ'D: 20' PER PER UNIT IDTH EI H f TH H HEIGHT R:EOV:24" UNIT A (8) DOUBLE-HUNG TW2446 2'-b k 4'-8 J" 2'-5 J" 4'-8 J"7=4.44 S.F. (I) ® 7.b5 S.F. 4.3q S.F. EXIST. LIVING - - ROOM 25500 MAIN ROAD ORIENT, NY 11957 DRAWING TITLE: Lo oR sGHEnULE PROPOSED FIRST FLOOR PLAN DOOR MATERIAL ICI TAG DESCRIPTION MANUFACTURER p Q FIRE NOTES R ATING WIDTH HEIGHT I j 45 MIN. RATED SELF-CLOSING ----- ---- PAGE: FIRST FLOOR 101 SINGLE SWING JELD-WEN 2'-10" 7'-O" • 2 OVER 5 PANEL A-102m0l --l- 102 SINGLE SWING JELD-WEN 2'-4" 7'-0" • 2 OVER 5 PANEL 105 SINGLE SWING JELD-WEN 2'-4" 7'-0" 2 OVER 5 PANEL DATE: 03/14/24 3 OF 5 �E �� 104 SINGLE SWING JELD-WEN 2'-b" 7'-0" f • 2 OVER 3 PANEL I i-� 3 OVER 5 PANEL, 105 FRENCH DOORS ANDERSEN/ 5'-O" 7,-0" • • INDIVIDUAL PANES MARVIN NOT PLASTIC GRILL ( ' "tip, PROPOSED FIR57 FLOOR PLAN ELEVATION NOTES OTYPICAL SIDING: Q I. MATCH EXIST. 51DINO AND 1145TALL PATCH WORK IN NEGE55ARY LOCATIONS PER NEW WINDOW 0 LOCATIONS Lij 2. "TYVEK" HOUSE WRAP (OR EQUAL) J co 5. INSTALL ALL AS PER MANU. 5PEC.'s C7 4. PROVIDE ALL NEGE55ARY TRIM FOR PROPER Q � N INSTALLATION 'c Lt1 5. 51DINO SHALL EXTEND TO TOP OF FOUNDATION 0� WALL O ,_ O TYPICAL 2"x4" 'AZEK (OR EOJ_ } (fl O I. PROVIDE AT ALL NEW HINDOWDOOR CASING i Z 0 2. STYLE TO MATCH EXISTING O `` CV i a •� u) � � c x � cv O O O 4- 4- or --------E ---- ------- - -- - W - — — - - --- ---- - - - -- —-- I - I — - 1 - - — -- LlL 1j - I Q I l l 11_' 1- I j ! L, 1. cam i JL -1 1 LI L I 1 1. I I I { 1 I I N IL �1 O O I i i j L I r o- �; L 1_ L=J T- ' � I 11 1 e� I 1 1 11 11I II I I I I I rn z 1 0 WEST ELEVATION (R I O HT SIDE) SOUTH ELEVATION (REAR) EAST ELEVATION (LEFT SIDE) Z � Z a o SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" o z O H W C� W � U Z O O 0 U U) e-1 N N N W N N Q (n ri 0 O O PROJECT: SUTTON INTERIOR RENO. 25500 MAIN ROAD ORIENT, NY 11957 DRAWING TITLE: EXIST. l'' X 6" TIMBER SILL PROPOSED EXTERIOR ELEVATIONS g PLATE 5 i 2 I DESIGN DETAILS 5 I► �1 COLUMN STEEL 2 1 �� BASE PLATE BOLT 0 Y4 CONNECTION AS PER PAGE: O O 2/ A-20 1 .D 1 5-1/2" D.D. SCH. 40 HOT DIP A-20loOl OALV. STL. (f,OL. (ASTM PROVIDE "D X 8 i" LONG A125) AS PER PLAN WELDED 2 2 TD PL. EPDXY BOLTS 4„ DATE: 03/14/24 4 OF 5 O O ( DRILL INTO FOUNDATION 10 IO" g 8"x8"x5/8" THK. STL. BASE WALL ) 16 (4) 1/2 HOOKED ANCHOR BOLTS EMBEDDED INTO BOLT EX I TI NO SILL PLATE NOTE t.a r 'a. TO STONE WALL 1 . STEEL PLATE TD BE " TH I CK PIER MIN. 4" w/ OVERSIZED 2 WASHER AND END NUT SETUP 4 2 COLUMN BASE PLATE DETAIL SILL PLATE DETAIL CONNECTION 4 PLATE DETAIL CONNECT 1 ON A-201.01 SCALE: 3" = I'-O" -20 .O SCALE: 3" = I'-O" A-201.01 SCALE: 3" = I'-O"