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HomeMy WebLinkAbout52024-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#: 52024 Date: 06/23/2025 Permission is hereby granted to: North Fork Costello LLC 945 Royalton Row Mattituck, NY 11952 To: finish the basement of an existing single-family dwelling as applied for. Premises Located at: 945 Royalton Row, Mattituck, NY 11952 SCTM# 113.-7-19.35 Pursuant to application dated 05/19/2025 and approved by the Building Inspector. To expire on 06/23/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $878.00 CO-RESIDENTIAL $100.00 Tootal 978.00 - Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT I Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-95021tt ;� �www.scatloldta "In 04 Date Received APPLICATION FOR BUILDING PERMIT E C E I W E For Office Use Only PERMIT N0. � Building Inspectors MAY `B 9 2.025 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Building Department Owner's Authorization form(Page 2)shall be completed. Town of Southold Date:05/09/2025 OWNER(S)OF PROPERTY: Name:Justin Costello SCTM # 1000-113-07-19.35 Project Address:945 Royalton Row, Mattituck, NY 11952 Phone#:315-395-2314 Email:costello.justin@gmail.com Mailing Address:27 Elm Sea Lane, Manhasset NY 11030 CONTACT PERSON: Name:Mathew Smith Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:msmith@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@am parch itect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: EOther INTERIOR RENOVATION AT BASEMENT Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property:Single Family Dwelling Intended use of property:Single Family Dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? ❑Yes ❑■ No IF YES, PROVIDE A COPY. I@ Check Box After ending: 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 Apr" t name AMP Architecture RAuthori2ed Agent ❑Owner Signature of Applicant: 'Date` (9 STATE OF NEW YORK) COUNTY OF -�,�-Aqv, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of "Ck , 2C ublic PROPERTYI ht+OTARY PUBLIC,STATE OF N ER DARCEE AU EhfA NEw YORK (Where the applicant is not the owner) Registration No.01A000'I91344 Qualified in Suffolk County COMM Sslon Expires January,9 2028 Justin Costello residing at 27 Elm Sea Lane, Manhasset NY 11030 do hereby authorize AMP Architecture to apply on my behalf to the T wn,of Southold Building Department for approval as described herein. Owner's Signature Date ((ll m v� Print Owner's Name 2 i�i�0i� fizTY L I NE / / / / / LLI PROP. -- PATIO PROP. PATIO NEW 5ANITARY LINE 4 / HOUSE CONNECTION �r PROP05ED 2 STRY / Q® Y PC. FR. DWELLING NEW SERVICE PRO 4 GARAGE WASP CONTROL CENTER ' (5 BEDROOMS) t / F.F. EL. = 4-7.4' VENT TO ROOF (NO HOUSE CHAR. EL. = 45.6' TRAPS SHALL BE INSTALLED UPSTREAM OF TREATMENT UNIT] NEW NI ORHECO NH 5NC7U1R BEO-KINETIC / HAS TER t TREATMENT 5"`5TEM MODEL TNT-500 PROP. PORCH . 8 NEH MIN. L.P. 5 f M/N. /PROF. 8' NEW � 10} >-� E.P. / IN. L.P. PROP. NEW 20"( ro / } DRIVEWAY POLYLOK Z f` PROP. HATER D I ST. BOX i '4 SUPPLY L I NE EL. 44:74 EXIST, \ HATER _ - METER f BOO /3 � ------ ---- -- Zj EL. 44,54` r L Y A L T N O J� O SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION F-V A �J G ® PROPOSED AC0E55ORY STRUCTURE Q 0 54440 uull� PROPOSED 2ND STORY W 13-7- M Q t N .c V) w � •qII� .O Oo � z O >) 2xo - cc - — - — - INTERIOR RENOVATION OF EX I STI NC BASEMENT. /� 1 `:`r %/; 0 0 0 PROPOSED INTERIOR PARTITIONS, BEDROOM, c o C.�0 Ln AND FULL BATHROOM AT BASEMENT LEVEL. � ;' \ -� .�' ¢ o a 2 o �;-23 �T DATA \, -- r ", "', PROJECT / ZONING DATA ;., N, \' T70 - / TAX MAP # 1000-113-07-I�i.35 \ T\ E ` Udol j ZONING DISTRICT A-GPAVER / LOT AREA 0.7 ACRESPATIOEX. IN-GROUND POOL GT PROPERTYGofO - MAIN DWELLING 43175. O6/22/2022- -_ - - - - - - - - GofO - IN GROUND POOL 45615; 11/17/2022 � r SUFFOLK COUNTY HD APPROVAL R-21-0174 L5 BEDROOMS 0) FLOOR AREAS PER 50UTHOLD TOWN GODS, SECTION 280-4: EXISTING EXISTING LOCATION MAC' n1 �fG�` i GO AREANED AREA W �° SCALE: NT5 BASEMENT AREA 0 S.F. O S.F. FIRST FLOOR AREA I,Q87 S.F. 1,4b7 S.F. F A(5E E* S : SECOND FLOOR AREA 1,662 S.F. 1662 S.F. / PROF. HEAT HEAT �x p p,T�0 / AREA TOTALS 3,64a S.F. 3,64a S.F. P _ PROJECT LOCATION & SCOPE / CONDENSER ON I �� / PROPOSED PROPOSED OO .00 J SITE PLAN & ZONING DATA GONG. PAD (/� CONDITIONED GRO55 i Q AREA AREA (f) BASEMENT AREA 1,256 S.F. 0 5.F. FIRST FLOOR AREA I,aa7 S.F. I,ga7 S.F. -002 •�� GENERAL NOTES, ENERGY TABLE EX. 2-5TORY FRAME -" STRUCTURAL DESIGN CHARTS O HOUSE AND 5ARA6E 0 Oo 5EGOND FLOOR AREA 1,662 S.F. 1,662 S.F. A- 10 1 .00 PROPOSED CONSTRUCTION PLANS < O ��t2� L.P. / LOT 0OVERA5E DWV/ WATER SUPPLY RISER 5OUTHOLD TOWN GODS (250- 124) 90 ERAGE DESCRIPTION (FOOTPRINT) AREA COV LOT EX. GARAGE - - - _ _ _ _ _ _ _ J TOTAL LOT AREA 32,4ci6.0 S.F. EXISTING MAIN DWELLING I,a67.0 S.F. 6.19b IEXISTING GARAGE 554.0 S.F. l b% EXISTING COVERED STONE PATIO 302.0 S.F. OA901 �z \ EXISTING PATIO 310.0 S.F. 1.09b EXISTING POOL 630.0 S.F. IA% \ l Il/ TOTAL AREA OF ALL STRUCTURES 37Ci3.0 S.F. 7L 11.790 ZONING REGULATIONS MAIN BUILDING a L= '75 54_ / 5OUTHOLD TOWN CODE (2,50-124) RGA 17R1\/EWA1' =60.00 �l — - PROJECT: / OF PA��NS EXIST. PROPOSED COMPLIES EDS� � MIN. FRONT YARD 40.0' 45.2' 45.2' YE5 COSTELLO MIN. SIDE YARD 15.0' 32.4' 32.4' YE5 R E N OVATI 0 N MIN. COMBINED !SIDE YARDS 35.0 73.6 73.6, YES MIN. REAR YARD 50.0' b�i.q' ba.a' 1—L- YE5 945 ROYALTON ROW MATTITUCK, NY 11952 DRAWING TITLE: PROJECT LOCATION & SCOPE SITE PLAN & ZONING DATA G PAGE: G-001m00 DATE: 05/09/25 1 OF 3:] SITE LAYOUT NOTES: 1. THI5 15 AN ARCHITECT'S SITE PLAN 8 15 SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON THI5 SITE PLAN IS TO THE ARCHITECT'S BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED �\� D AR�,yj, eVY L. FROM A SURVEY DATED JUNE 05, 2022 ',,,V AND PREPARED BY: YOUNG 4 YOUNG LAND SURVEYOR * L # 400 OSTRANDER AVE, N - RIVERHEAD, NY 11,101 TELEPHONE: (630 727-2303 51 TE FLAN SCALE: I" = IS'-0" NOTES A55REV I AT 1 ONS IT IS THE CONTRACTORS RS SPOIIBIL17Y TO KEEP TH15 CONSTRUCTION Si� G 11=I GAT I ONSNr BINDER CARPENTRY HOOD FRAMING MA RIAL STANDAFDS P CONTRACTOR SHALL INSTALL HATER SUPPLY, DF:AIN, WASTE, AND VENT (DWV) SYSTEMS TO NYS I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 4 BETTER (Fb = 875) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTORS R OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY RESPONSIBILITY TO READ ALL NOTES, PLUMING CODE AND NY5 DEC REGULATIONS. BD. BOARD INSUL. INSULATION SPEGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE 50RATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELIN6, OR TESTING BY AN APPROVED 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. BFE BASE FLOOD ELEVATION TNT. INTERIOR Q 8 MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 0 6ENEF:AL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 5. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL GHANOE5 IN DIRECTION AND AT BASE OF I B DG. BUILDING K KIPS (I000 LBS) W I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENT5 OF THI5 DOCUMENT VERTICAL WASTE PIPES. -- W APPLICABLE BUILDING DEPARTMENT. PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"x6", UNLESS (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE GCURRENTNT AMERIGAN WOOD i BM BEAM I MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS -J cu m 4. USE 4' CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER FOOT. __IS NECESSARY TO MATCH FLOOR HE]OHT5 WITH THE EXI5TIN6 STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS � N 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). B.O. BOTTOM OF MAX. MAXIMUM < - 4. AT FLUSH FF:AMING USE 16 GAGE METAL JOISTS HANGERS BY TEGO OR , ��� ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: --- = 'c L0 STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, - DISH WASHER.........................................2" BOT. BOTTOM 1 MEGH. MECHANICAL 07 PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, - KITCHEN SINK........................................2" , 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, 6YP5UM, HARDBOARD, AND STRUCTURAL - LAVATORY...............................................2" B.O.W. BOTTOM OF WALL MIN. MINIMUM -� AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. PANELS, 5HALL CONFORM TO THE APPLICABLE STANDARDS OR GEARING - SHOWER/TUB..........................................2" •- N 1.1 THROU5H 1.5. U.O.DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, RULESLUMBER:SPECIFIED ALLI WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, - TOILET........................................................3" G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF IQ88 i 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY - LAUNDRY ...............................................211 p (V z 0 OF THE OWNER/BUILDER - FLOOR DRAIN..........................................3" COL. COLUMN NYC BC NEW YORK CITY BUILDING CODE � .- V) . I INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED CO ,- -7. ALL BEAMS, GIRDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE ORADEMARK OF A LUMBER GEARING OR INSPECTION AGENCY 0 r•- 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 6. ALL SYSTEMS TO HAVE ONE 3 MAIN VENT STACK AND INCREASED TO 4 THROUGH ROOF. GONT. CONTINUOUS O.G. ON CENTER X (V WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE I SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2"xIO" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER 5TANDARD5 COMMITTEE OR EQUIVALENT. THE p 0 0 Z 0 WITH THE WORK. 5RADEMARK SHALL INCLUDE AN EA51LY DI5TIN&UISHABLE MARK OR H• PROVIDE FROST-PROOF PROVIDED BIBS WITH EASILY ACCESSIBLE DRAIN 4 DRAIN COOKS A5 F:EQ'D. DBE. DOUBLE OGC. OCCUPANCY � 0 m � HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW PROTECTION. � b. NO DEVIATIONS OR CHANGES TO THE 51RUCTURAL SYSTEM SHALL BE MADE a ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE 6F:ADIN6 AGENCY WHICH COMPLIES WITH THE DFE DESIGN FLOOD ELEVATION O.H. OVERHANG c 0 C\j O cu UNLE55 APPROVED BY THE ARCHITECT/EN6INEER P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-QQ. 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUB5 ARE TO BE PROVIDED WITH BACK FLOW --- - � � Q O CL 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMERS: GLUED LAMINATED TIMBERS SHALL MEET PROTECTION. DIM. DIMENSION � PBFE PRELIMINARY BASE FLOOD ELEVATION 1.B FORE THE OR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, SHEATHING 15 OF 1/2 THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTC A I c[O.I STRUCTURAL 6LUED LAMINATED �� 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL HEALTH DEPARTMENT BEFORE THE START OF FF:AMIN6 ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. D.J. DECK JOISTS P. GONG. �POURED CONCRETE STANDARDS AND REGULATIONS. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 5. DRY WELL5 AS REQUIRED BY STATE AND LOCAL CODE5. EA. EACH PL* PLATE APPLICABLE. 1.5. PREFABRICATED WOOD I-JO15T5: ASSEMBLIES USING PREFABRICATED 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR TO CONGEALMENT OF a. DO NOT SCALE DRAWIN&S, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 PLUMBING. ELEV. � ELEVATION PLYWD. PLYWOOD II. SUB FLOORING, 6ENEF:ALLY, TO BE OF 3/4" THIGKNE55 AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND 6LUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JO15T5, THIS II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS A5 PER BUILDING CODE. NO NOTCHING AND i. ' 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. I EQUIPMENT P.T. PRESSURE TREATED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH DOCUMENT, HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED NOR ANY POTENTIAL DAMAGE THEREOF. II. THESE SET OF DRAWINOS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. 12. PER NY5 PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE WATER CLOSET CONNECTION. EXIST. EXISTING REQ'D REQUIRED 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HE16HT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES EXT. EXTERIOR Ri _ AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN WHEF:E A 3" BEND IS UTILIZED, A 4"x3" FLANGE SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. � RISER PERM155ION FROM THE ARCHITECT. UNSUPPORTED EDGE 5EAM5 OF EXTERIOR SHEATHING. U51N6 STRUCTURAL COMP051TE LUMBER SHALL MEET THE PROVISIONS OF ELECTRICAL: U - ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM F.A.I. FRESH AIR INTAKE RM. ROOM 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS _____ /� RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE X GR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE TO 2017 NATIONAL ELECTRIC GORE, NFPA 70 AND 2020 NEW YORK STATE ENERGY FAR FLOOR AREA RATIO R.R. ROOF RAFTER W EXCEED 8'-O" AND AT EVERY 8'-O". GOVERNING BUILDING GORE, AND ANY ADDITIONAL F:EQUIF:EMENTS AS CONSERVATION CONSTRUCTION GODS. �� m 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFAGTURER'5 CODE EVALUATION REPORT. � Tj W 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE 2. CONTRACTOR WILL FURNISH A FIRE UNDEF:WRITERS CERTIFICATE UPON F.A.V. FRESH AIR VENT STL. STEEL 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED COMPLETION OF WORK. N TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE FF - 1 FINISHED FLOOR S.V. SMART VENT RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FA5TENIN6 SCHEDULE AS GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENT5 A5 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: BROOM GLEAN. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DE51GN STANDARD FOR METAL PLATE - GENERALLY,VERIFY OR PROVIDE HARD WIRED FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWIN55, SMOKE DETECTORS w/ BATTERY BACK-UP IN: U 15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL 1'1. PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRESSED ON PAOE5 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS TEMP GL. TEMPERED GLA55 I LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES A. EACH SLEEPING ROOM AND ORDINANCES. Ia. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. FOUNDATION THK. I THICK GENERALLY, SEPAFATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM B. OUTSIDE OF EACH SEPARATE SLEEPING • - 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM 05-1 SPECIFICATION FOR 6YP5UM LATH, OR ASTM C79 AREA IN THE IMMEDIATE VICINITY OF FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL � < THE 5UB-CONTRACTORS FOR A PERIOD OF: AT LEAST ONE YEAR AFTER SPECIFICATION FOR 6YP5UM SHEATHING BOARD. THE BEDROOMS (6ENERALLY THE HALLWAY) --- COMPLETION OF PROJECT. 111. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPING FR. FRAME 1 Tr TREAD AS PER PAGE 6-005. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL C. EVERY LEVEL OF DWELLING 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, „ „ D MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF (BASEMENT, FIRST FLOOR, # SECOND FLOOR, ETC) FRPR. 1 FIREPROOF P. TYPICAL Q ARGHITECT/ENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. P.T. SPECIFIES PRE55URE PRE5ERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOAR SIDING. A6AIN5T ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. �FOOTING U.O.N. UNLE55 OTHERWISE NOTED 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: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD V- VERTICAL I A� 15 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 FASTENING SCHEDULE INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE NOTE: THI5 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS H.D. HOLD DOWN V.I.F. VERIFY IN FIELD MANUFACTURER SUCH AS: HANOER5, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND ITSELF INCLUDING THE L055 NE USE RESULTING OM15 ION O (T 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY (SEE PAGE G-003 FOR STRAPPING AND NAILING REQUIREMENTS, HDR HEADER w/ [NITH WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR AND ROUGH OPENING FRAMING REQUIREMENTS) _ CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE HNGR HANGER l WD. WOOD EMPLOYED BY ANY OF THEM, OR ANYONE 'FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. WEYERHAEUSER TRUS JOIST 2.OE MICROLLAM LVL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.0 HOR. � HORIZONTAL ZR � ZONING RESOLUTION PARTY INDEMNIFIED HEREUNDER. B. 6EORGIA PACIFIC. 2.0E 6-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-5TRAND 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR HAFERBOARD USED IN STRUCTURAL IONS SHALL MEET DESCRIPTION FASTENER SPEC. FASTENER BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. WEYERHAEU5ER TRUS J015T 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY AND QUANTITY SPACING OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED A5 PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ROOF � GE I L I NO FRAMING APPLICABLE GORES AND GOOD PRACTICE:. DEVIATIONS FROM THE DRAWINGS 22• 1-JOIST FLOOR SYSTEMS SHALL BEIN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. NSU1�A I I O I `� I `� STR T I O I `� R QU I R I I I `IT�J AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THEE GOVERNING BUILDING GORE, AUTHORIZATION OF THE ARCHIT'ECT/EN6INE'ER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER RAFTER CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY _ IQ. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 5-003 PER J015T NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE PROPOSED DESIGN GODS PRESGRIPTIYE VALUE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS CEILING JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 6-005 EACH LAP COMPONENT I COMPLIES 20. CONTRACTOR TO REMOVE 4 RELOCATE A5 REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVI5IONS OF AN51/AHA A194.I CELLULOSIC VALUE G I TATI ON (PER 2020 NYSEGGG) WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR GEILIN(S JOIST LAPS OVER PARTITIONS(PAGE-NAIL) 01-I6d COMMON EACH LAP IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC, FIBER INSULATING BOARD. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. COLLAR TIE TO RAFTER (FACE-NAIL) SEE: PAGE 6-003 PER TIE SPECIFICATIONS, UNLESS NOTED OTHERWI517. I.b.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN MIN. R-VALUE = 13 (CAVITY) AT INTERIOR OF WALL 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. BASEMENT WALL R-VALUE R=15 GATT INSULATION ® INTERIOR PER TABLE R402.1.2 - CLIMATE ZONE 4, NOTE (G) YE5 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE 57UM LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I BLOCKING TO RAFTER(TOE-NAIL) 2-8d COMMON EACH END THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 409Y OF THE ACTUAL STUD DEPTH AND THE EDGE F EQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END HOT WATER PIPE MIN R-VALUE = 3 UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. I 11INSULATION R-3 PIPE INSULATION PER R403.4 4 R403.5 YES COPYRIGHT PROTECTION ACT OF IaaO (AWCPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CR055-5ECTION. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL WALL FRAMING 11 25. FOR NEW WALLS, A PERFORATED 5HF-AR4ALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. MAX. U-VALUE = 0.52 GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, U-VALUE = 0.25 FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.30 GFM/SF YES ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-003 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/A5ME B 16.2.1 SQUARE AND I AIR LEAKAGE = 0.50 GFM/SF N CONSTRUCTION;SSTD 10-qq AND 2015 SEC, 1•416H WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON PER FOOT PER R402.4.3 TABLE R402.1.4 - CLIMATE ZONE 4 z CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING HEX BOLTS AND SCREWS (INCH SERIES). w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2• LA6 SCREW5: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE COMPLIANCE STATEMENT: 2 FLOORS, STUDS AND ROOF FRAMING 5'-TALL BE PROVIDED. SHEARNALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). A5ME BI8.2.1 5QUARE AND HEX BOLTS AND SCREW5 (INCH SERIES). TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN 0 2. APPROVED CONNECTORS,ANCHORS AA1D OTHER FASTENING DEVICES NOT HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. INCLUDED IN THE SECTORS,D BUILDING CODE, SECTION 2306 OF IBC SHALL 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN HEADER TO HEADER (FACE-NAIL) I6d COMMON IV' O.G. ALONG EDGES � WOOD P05TIN6 TO BE BLOCKED 50LID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER CODE EVALUATION REPORTS. TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD DIRECTLY TO THE HEATHER OR SUBJECT TO SALT CORROSION IN COASTAL 'S SECURE w/(2) 1/2" 4' ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® TA��LE RHO '� w AREAS SHALL BE STAINLESS STEEL OF' HOT DIPPED GALVANIZED. BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2_Ibd COMMON ' PER FOOT CLIMATIC, 4 GEOGRAPHIC DESIGN CRITERIA � EXIST. WALLS 4 12 LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND ENDJOIST, or BLOCKING (FACE-NAIL) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS a POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, 4. WHERE WINDOWS AND DOORS INTERRUPT ANCHORS NC WOOD STRUCTURAL PANEL WIDE 3 COURSES OF SOLID BRICK MA50NRY CENTERED ® POSTING,U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL GROUND SNOW LOAD 25 LBS 5HEATHIN6 AND SIDING, FRAMING OM OF :S OR CONNECTORS SHALL D HOWEVER, WHEN COLUMN OR P05TIN6 IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDIN6 CODE AND ANY FLOOR FRAMING PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE PROJECT' AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEAF:WALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ STRUCTURAL MEMBER i BASIC WIND SPEED 130 MPH STANDARD SHEARXALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. I DEFLECTION 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPP051NG U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-Sd COMMON PER JOIST RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER I5 w/6" RISE 4 w/(2) 5/4"4' BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5• NAILS: NAILS SHALL COMPLY WITH A5TM F 1667 STANDARD RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B COSTELLO 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. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END L/180 RAFTERS W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS.6 SEISMIC DESIGN CATEGORY B RENOVATION 2.2 . PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END SHALL MEET THE REQUIR 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. MECHANICAL CONNECTIONS: EMENTS OF THE C70VERNINO BUILDING CODE I INTERIOR WALLS 4 PARTITIONS H/I80 AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE BLOCKING TO SILL or WEATHERING SEVERE 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE MANUFACTURER'S CODE EVALUATION REPORTS. TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK FLOORS 4 PLASTERED CEILINGS 1-/360 „ I6" WITHIN 4' OF EXTERIOR CORNERS. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 2.2.7. 50REW5: SCREWS SHALL COMPLY WITH AN51/A5ME B 15.6.1 LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOINT FROST LINE DEPTH I 3-O 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 2• THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED WOOD5CREW5 (INCH SERIES). ALL OTHER STRUCTURAL MEMBERS L/240 945 ROYALTON ROW 6LA55 WINDOWS AND DOORS TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER BY "SIMPSON" MANUFACTURER. JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-Sd COMMON PER JOI5T TERMITE MODERATE TO HEAVY MATTITUCK NY 11952 OF J" AND 3"xV'x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES I. ALL 6LA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE 5PEGIFIED. EXTERIOR WALLS W/ PLASTER OR STUCCO FIN15H H/360 ICE BARRIER REQUITED YES. PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER J015T BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7 "" IN CONCRETE/MASONRY INDICATED IN SIMPSON PRODUCT LITERATURE. THERE MAY BE SEVERAL 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS LOADING VALUES ARE LESS THAN ALLHHA CS SPECIFIED ONTACT ARCHITECT "SIMPSON" CLEARANCES ARE PROVIDED. SAND JOIST TO SILL or TOP PLATE(TOE-NAIL) 2-I6d COMMON I PER FOOT EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4 ON CENTER. 3. ALL SLIDING GLA55 DOORS, SKYLIGHTS, AND ANY CLASS UNIT INSTALLED EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 CODES AND REFERENCE STANDARD: 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, ROOF 5HEATHING I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK UNLESS OTHERWISE NOTED. STATE BUILDING GODS, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT A5 PER NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YORK MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH STRUCTURAL PANELS: STATE ENERGY CONSERVATION CONSTRUCTION CODE. MANUFACTURER'S SPECIFICATIONS. INTERIOR ZONE 8d COMMON b" EDGE / 12" FIELD 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER PERIMETER EDGE ZONE ° ad COMMON b" EDGE / 6" FIELD 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE GABLE ENDNALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" o.G. STRUCTURAL DESIGN LOADS WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME ENERGY CONSERVATION CONSTRUCTION CODE. UP TO a" RAKE OVERHANG CONSTRUCTION MANUAL BY THE AMERIGAN I=OREST 4 PAPER A550CIATION T VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY (AF4PA) AMERIGAN WOOD COUNCIL (AWG). ARCHITECT 6. PROVIDE FLASHING PANS UNDER ALL SLIDING CLASS DOORS, WINDOWS, OR PAGE: 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW PORK STATE 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED SEAM ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. GE I L I NCB SHEATHING USE LIVE LOAD DEAD LOAD PLUMBING GORE. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL EXTERIOR BALCONIES 40 psf 15 sfG-002m00 BEAM HANGER ONLY ALONG WITH SPECIFICATIONS L15TED ABOVE. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. GYPSUM WALLBOARD 56 COOLERS 7" EDGE / IO" FIELD p p 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE - F MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. INSULATION 8. ALL 6LA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. CLASS DECKS 40 psf 15 psf I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL PAGED SHOULD BE 6UAF:ANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. WALL SHEATHINC-7 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC FIBER6LASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. PASSENGER VEHICLE 6ARA6E5 50 psf AS PER PLAN CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION FOIL TO BE PLACED TOWARD WARM SIDE. q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH DATE: 05/0! OF 3 CONSTRUCTION CODE. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD UNINHABITABLE ATTICS WITHOUT STORAGE 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH (MAX CLEAR HOT < 42") 10 psf 15 psf -_ - __]- GYPSUM WALL BOARD WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 6YP5UM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRE55UF:E, UNINHABITABLE ATTICS WITH STORAGE LCOMPOUND METHOD. FOUNDATION WATERPROOFING. ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS (MAX CLEAR HOT > 42") 20 psf 15 psf REQUIREMENTS. FLOOR SHEATHING (5USFLOOR) HABITABLE ATTICS 4 30 sf 15 psf 2. ALL 6YP5UM BOARD SHALL BE 1/2" ON WALL5 AND CEILING, UNLE55 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: ATTICS SERVED BY FIXED STAIRS p OTHERWISE NOTED. WATER RESISTANT (H.R.) AT BATHROOMS AND WHERE - 9" R-50 FOR FLAT GEILIN65 10. WINDOWS IN TUB/51HOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE DEEMED APPLICABLE. - 8.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65 TEMPERED CLASS. STRUCTURAL PANELS: ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf . - 3.5 R-15 FOR 2 x4 WALL CONSTRUCTION I or LESS: 5d COMMON 6 EDGE / 12 FIELD .DER D,4 , 3. 5/8", ONE HOUR FATED, TYPE 'X' GYPSUM BOAF:D ON GEILIN6 AND WALLS - 5.25 R-21 FOR 2 xb WALL CONSTRUCTION II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDMEN75 DEBRIS. GREATER THAN I . IOd COMMON b EDGE / 12 FIELD SLEEPING ROOMS 30 psf 15 psf :� GLAZED OPENING PROTECTION SHALL MEET THE F:EQUIF:EMENTS OF THE LARGE (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET - 5.25 R-21 FOR FLOORS p p ��` Ew L' S� MISSILE TEST OF ASTM EI996 AND ASTM EI886 AS MODIFIED BY 2020 NY5 BG -`T�;� N/y �� IN EACH DIRECTION BEYOND THE UNIT(5). A!_50 AT HEAT PRODLCING SECTION 501.2.1.2.1. 6ARAOE DOOR GLAZED OPENING PROTECTION SHALL MEET I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. STAIRS 40 psf 15 psf '�' ,, EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL 5HEATHING NAILING 15 REDUCED. _^ h CONCRETE PANELS OF 5/5" THIGKNE55 MINIMUM. AN51/DA5MA 115. FOR EXAMPLE, IF WALL 5HEATHIN6 IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER * SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR GUARDRAILS AND HANDRAILS 200 psf 15 psf N # 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. A TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS Z - WHEN WALL 5HEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS THE TABULATED NUMBER OF '9 03 14 Q� . A THIGKNE55 OF NOT LESS THAN �" AND A SPAN OF NOT MORE THAN 8' SHALL � � TO DRY BETWEEN GOATS. FINAL GOAT TO E'.';E SANDED SMOOTH. BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&V NAIL PER FOOT. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf Fp ,,� ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE ° - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUDIN6 4' ON EACH F !. �N 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS 51DE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE ALL OPENINGS. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE USED. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. R301.2.I.2. ATTACHMENT HARDWARE SHALL BE PERMANENT "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH CORROSION-RE515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ASGE 7-I6 (MINIMUM DEVON LOADS FOR BUILDIN65 AND OTHER STRUCTURES) ALL NEW WINDOWS SHALL BE ANDERSEN OR EQ; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "6-005" FOR NAILING Q STRAPPING DETAILS. EN F- A L 5 Y�5 O L E)0'0 : FOUNDATION PLAN NOTES '"* SEE DOOR SCHEDULE FOR ALL 6LA55 DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER DOOR NOTE: "'* CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT SMOKE DETECTOR / GO DETECTOR NOTES: - AEXISTING TO BE DEMOLISHED � NEW PARTIAL HEIGHT ❑ II I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT d f=�--`�-`-` WOOD FRAME (L.G. STL. ON PLANS BY 'JELD-WEN' (OR EQUAL). SMOKE /CARBON MONOXIDE COMBINATION DETECTOR WINDOW CHART Q WHEN APPLICABLE) 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT Q ON PLANS BY 'THERMATRU' (OR EQUAL). HARD WIRED TO EACH OTHER H/BATTERY BACKUP. -- LLI EXI5TING TO REMAIN 2.INTERCONNECTION BETWEEN NEW # EXISTING DEVICES EGRESS CLEAR lJJ 3.NOTE DOES NOT INDICATE EACH NEW DOOR SHALL NOT BE REQUIRED WHERE EXISTING ALARMS LIGHT VENT NEW FOUNDATION WALL PROPOSED;SEE DESIGNATIONS 3 DOOR SCHEDULE. ROUGH OPENING WINDOW DIMENSION OPENING PROV. PROV.NEW WOOD FRAME (L.G. ARE NOT INTERCONNECTED, AS PER NYS R314.4. TAG COUNT TYPE MODEL # TEMP. -J f6 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WIDTH REOV: 20" PER UNIT PER UNIT STL. WHEN APPLICABLE) � 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED,AND (� WALLS, U.O.N. PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. - - - HEIGHT REO'D: 24 (S.F.) (S.F.) MIN. (2) 2"x4" STRUCTURAL 5. INSTALL AS PER MANU SPEC.'S WIDTH HEIGHT WIDTH HEIGHT OPEN REQb: 5."1 S.F. Q :�' N 4.SMOKE /CO DETECTORS TO MAINTAIN 3 MIN. NEW I-HR FIRE RATED P05T FOR 4" WALLS 6.PROVIDE (2) 2"xl0" HDR., U.O.N. HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS - L0 WOOD FRAME (L.6. STL. (MIN. (2) 2"xb" STRUCTURAL 1. SEE PACE 6-003 FOR ALL OTHER FRAMING # OPENINGS TO BATHROOMS H/SHOWER OR TUB. A I CASEMENT GW255 4'-�I" 5'-5 1/2" 4'-8 I/2" 5'-5" Q - 20.0 18.80 WHEN APPLICABLE) POST FOR 6" WALLS), U.O.N. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 5. INSTALL ALL AS PER MANU. SPEG.'s TYPICAL BATHROOM NOTE: 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR = 0 NEW 2-HR FIRE RATED ❑2 I. WALL BOARD IN COMPLIANCE WITH LOCAL CODE >: (D �-�---�-;�-� '+-+ rY WOOD FRAME (L.6. STL. NEW PLUMBING WALL I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN WINDOW NOTE: L Z 0 WHEN APPLICABLE) ALL BATHROOMS 12 I. ALL NEW WINDOW5 d DOORS SHALL BE ANDERSEN DOOR SCHEDULE O N ., I 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND CASEMENT, DOUBLE-HUNG,OR 6LIDIN6 (AS NOTED). - ----- - - - - •O CC TUB SURROUNDS INSTALL AS PER MANU. SPEC.'S. U � T G x N 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; DOOR MATERIAL O SEE DE516NATION5 d WINDOW SCHEDULE. FIRE RATING O 0 O (D NEW PLUMBING FIXTURES: 3.FOR SUBSTITUTIONS, 5EE NOTE #q IN "6LA55 WINDON5 .� 0 m -+ r- TAG DESCRIPTION MANUFACTURER N NO 5 +-' 3 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. p TE 4-+ AND DOORS ON PAGE 6-002. 45 MIN. RATEDcv O SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. O C 0 O 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. WIDTH HEIGHT O li F- Q SELF-CLOSING 4" FRESH AIR VENT 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WA5H li O Q n- O THROUGH ROOF � �L O NEW FLOOR: 6.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: I. NEW FINISHED FLOOR PER H.O. SELECTION APPLIED TO 6.1. FOR ALL 5KYL16HT5 b OPERABLE PANELS OF 3„ EXISTING CONCRETE SLAB. 6G TO INSTALL AS PER SWIN61N6, SLIDING, S BIFOLD DOORS BASEMENT Q i MANUF. SPECIFICATIONS. 6.2. WITHIN 15" OF F.F. _ 6.3. WITHIN 24" of A DOOR BOI SINGLE SWING JELDWEN OR Ea 3'-O" 6'-5" I�❑� ❑ 6.4. WITHIN 5TAIRWAY5 4 WITHIN 56' OF A LANDING r _ 1 1 NEW CEILING: 6.5. WITHIN TUB/SHOWER ENCLOSURES 502 DOUBLE SWING JELDWEN OR EQ (2) 2'-6" 6'-5" ul -� ❑, ❑5 I. 6C TO MODIFY, PATCH, REPAIR, AND PAINT EXISTING 6.6. SEE ALSO GENERAL NOTES ON PAGE 0-002 - {� 6W5 CEILING AS REQUIRED. "I. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND B03 SINGLE SWING ❑ JELDWEN OR Ea 2'-6" b'-5" 2.60 TO PROVIDE ACCESS PANELS IN CEILING AS WINDOWS (TYP. FOR ALL) U.D.N.;PROVIDE AT A MINIMUM 504 51NOLE 5WIN6 JELDWEN OR Ea 3'-O" 6'-5" ❑i❑i���� REQUIRED. (2) 2 xl0 HEADER U.O.N. _ a 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER :: ��� ❑ �J FURRED WALL: NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS B05 ❑ SINGLE SWING ❑ JELDWEN OR EQ 3-O 6-5 �� p PROVIDE "ABESGO FF200 FIR O 1. GG TO PROVIDE NEW FURRED WALL CONSTRUCTION AT LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN'72" BO6 51NOLE 5WIN6 JELDWEN OR Ea 2'-4" 6'-5" �. 1��❑ O •- IL EXPANDING FOAM" (OR EQUAL) FOUNDATION WALL WHERE REQUIRED, R-15 MIN ABOVE GRADE OR THE ADJACENT SURFACE AT THE AT ALL PENETRATIONS IN FIRE INSULATION PROVIDED AT WALL. BUILDING EXTERIOR. n \ RATED WALLS AND � M W FLOOR5/0EILIN55. PRODUCT EXISTING SANITARY PIPING AGAINST WALL EGRESS NOTE: ua CONFORMS TO ASTM E SI4, O IN COMPLIANCE WITH NEW YORK STATE BUILDING _ N ASTM E 54, AND UL 147q CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF • OHEAT PUMP CONDENSERS: E6RE55 SHALL BE FOLLOWED: I. PROVIDE (1) NEW 2-TON HEAT PUMP CONDENSER BY "60ODMAN" OR APPROVED EQUAL. NET CLEAR OFF-NINO........... 5:7 S.F. 2.INSTALL AS PER MANUFACTURER SPECS. NET CLEAR HE16HT............... 24" MINIMUM U 3.INSTALL UPON LEVEL GROUND b PROVIDE GROUND NET CLEAR WIDTH................. 20" MINIMUM SURFACE (GONG. PAD OR OTHER) H/WEIGHT RATING SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF EGRESS WINDOW WELL: `JJ CONDENSER. 13 PROVIDE NEW EGRESS WINDOW WELL d COVER BY • - NOTE: 4.ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS IR0004ELL;ROGKWELL 66 GRAY SERIES" 66W.X54"H. (/1 ALL PLUMBING WORK APPLIANCE, AND AT LEAST V FROM WINDOw5/DOOR5 OR EQUIVALENT. INSTALL AS PER MAN. 5PE05. v �� SHALL CONFORM TO WHENEVER POSSIBLE.LOCAL PLUMBING GORE WALL AND DOOR DEMO: W p 14 EXI5TIN6 WALLS AND DOORS 5HOWN DASHED TO BE ❑O Q HYDRONIG AIR HANDLER: REMOVED u O I. PROVIDE (1) NEW HYDRONIG AIR HANDLER(S) BY "600DMAN" OR APPROVED EQUAL GWB SOFFIT AROUND EXISTING DROPPED BEAMS 2.INSTALL AIR HANDLER UNIT IN MECHANICAL ROOM 15 PROVIDE FINISH AROUND EX. BEAMS. AL16N EDGE OF IL EXIST. F.A.I. TO 3. PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES CEILING WITH EDGE OF WALLSIII 2q'_6:: REMAIN THROUGH WALLS OR GEILIN6 4.INSTALLER TO PROVIDE BLOCKING, PIPING, AND ELECTRICAL AS REQUIRED FOR MOUNTING AND INSTALLATION. G.O. 5. HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER G.O. REQUIREMENTS OF A/G d HEATING SYSTEM (5EE THERMOSTAT FOR ZONE DESIGNATION). G.O. 6.PROVIDE FRESH AIR INTAKE ON RETURN SIDE OF DUCTS. RECREATION 1 3" ` 11 4" HOUSE FRESH AIR INTAKE SHALL HAVE MOTORIZED DAMPER AREA WITH OUTDOOR TEMPERATURE SETBACK CONTROLS. 8'-II" ❑ ❑ -�-____ MAIN DRAIN C O -1. INSTALL ON NEW GONG. PAD UNDER fir, I 1 _I _-, l0 THERMOSTAT: LFRID6EJ WETBAR ~ 2"r_,�_ I I j 2" 4" I. PROVIDE THERMOSTAT FOR 2 ZONE5: 1 SINK 2"I I I I PROP. - ZONE I: RECREATION AREA �� 6 TV 3 3 in 1 1 .2111 i 1 BATHROOM - ZONE 2: BEDROOM ^ i� I I 2 ELEG FIREPLACE I 2 Q 1 1 2. CONSULT WITH HOME OWNER FOR THERMOSTAT (J Q I LOCATIONS. ��4 m I BATHROOM u 1 1 W.O. �l/+ ❑ 50b 5.F. H.D. TO SELECT MODEL; INSTALL AS PER MANUF. 5FE05 BO6 15HOWER 1 rA 2:, 3 1 0 EJECT1 PUMP Sr. RECREATION AREA C J FINISHED 8 HEATED 15 1,15-7 S.F. ExiST PLUME31 NO ill 5ER - 17)RA I N / NA57E / VENT f _ N 8'-4" GLG. Z ?. HGHT. uj SCALE: NT5 b` EXIST. - 0 W CLOSET U IO Ib.:S S.F. coV H 4 805 ---- 7 504 B03 T _ - - -- - - - - - - - - - - L-A ' 13 PROJECT: 21'-4y2" NEW GL m m O COSTELLO � � � EX.FI T. ❑ I BEDROOM O \ \ 14 FL.F N. • 24 S.F. O RENOVATION SM/GO 8'-4"GL6. QNOE: HGHT. z O ALL PLUMBING woRK ��� \`� !\/ MECH. ROOM T 0 113 SHALL CONFORM TO N LOCAL PLUMBING CODE 945 ROYALTON ROW � \`� 5A.H. ,r INSULATED WALL IN FRONT OF EXISTING SANITARY PIPINGMATTITUCK, NY 11952 DRAWING TITLE: ---- NATURAL L 1 GHT VENTILATION LEGEND STORAGE `� ,' - (HABITABLE SPACE) PROPOSED CONSTRUCTION PLANS UNFINISHED HOT WATER UNHEATED \ SUPPLY 145 S.F. �\ �l� FLOOR AREA 240 S.F. DWV/ WATER SUPPLY RISER I O _ _ GOLD WATER \ 95 REO. 5.F. PROV. i ~ SUPPLY I LIGHTING;MIN. 55K 101.2 S.F. 20.0 S.F. F OF FLOOR AREA PROVIDE "ABESCO FP200 FR II'-2" VENTILATION;NOT PAGE: IL EXPANDING FOAM" (OR EQUAL) LE55 THAN 45% OF 8.6 S.F. 15.5 S.F. CONNECT TO AT ALL PENETRATIONS IN FIRE MIN. GLAZED AREA EXIST. HATER RATED WALLS AND REQUIRED SUPPLY 5'1 STEM PRODUCONFORMS 1TO ASTM b14, A-101m00 ASTM E 54, AND UL 14-7q ARE 1 P P. DATE: 05 09 25 AREA BATHRM 3 MEGH RM I 1 ❑ ❑ ❑ ❑ ❑ / / 3 0 F 3 TO STREET [HATER MAIN I 1 �SINK Q �j1 1N 4 1 SHOWER w01 e FLUME3INO RISER - SUPPLY PROPOSED BASEMENT CONSTRUCTION PLAN 5GALE: NT5 5GALE: 1/4" ELEGTRI GAL 5'YM50LRECESSED IHISH NAr FIXTURE KEY: 120V DUPLEX OUTLET OR OWNERS SELECTION 0Z.RATED WHEN INBLD6.ENVELOPE) FL 120V DUPLEX FLOOR OUTLET (�}- MOISTURE RESISTANT LIGHT FIXTURE Q Q JY�MR 220VAC { } HAN61N6/PENDANT°IXTURE W Y- *220 OVd•JER5 SELECTION W 120V GROUND FAULT INTERUPT SURFACE MOUNTED FIXTURE cu I DUPLEX OUTLET SM 0"4ERS SELECTION co 120V 6ROUND FAULT INTERUPT/ INTERIOR HALL SC*rE Q N HATER PROOF DUPLEX OUTLET I `•'NF/6.F.1. -I-�' OVmS SELECTION � � WALL MOUNTED LIGHT FIXTURE, r- 120V TV OUTLET EXTERIOR TO BE MOISTURE c r" RE515TANT-011NERS SELECTION 0 120V LISS OUTLET HALL MOUNTED FLOOD LIGHT,EXTE •L USB O BE MOISTURE RESISTANOR T OHPERS SELECTION Q C N z Q r- ® JUNCTION BOX OR POWER flaJORESGENT LI6F(i C FOR FIXTURE/APPLIANCE It FIXTURE 51N6LE POLE 514ITCH 50 G.F.M.EXHAUST � � O � CV IUD DOOR SWITCH ® FAN H/DAMPER Q MULTIPLE POLE SWITCH FL FAN w/LIGHT 1 DAMPER 50 G.F.M.EXHAUST 4-J IN� Q m � Lo I�g O O c .Q HARD HIRED SMOKE STRIP LIS"N6 Q r- O ISM DETECTOR H/BATTERY BACK-UP C!% GEILIN6 FAN H/LIGHT OWNERS SELECTION C n , W OENERAL ELECTRIC, NOTES: L— I. SEE SHEET 6-002 FOR GENERAL NOTES AND SPECIFICATIONS. D 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER 50ALE ON THE CONSTRUCTION DRAHIN65. DO NOT SCALE CONSTRUCTION 1 DRAWINGS. v 5. ELECTRICAL DEVICE LOCATIONS SHALL BE VERIFIED ON SITE WITH HOME OWNER. t , 4. STANDARD 5HITGHES TO BE LUTRON DIVA,WHITE;OR T APPROVED EQUAL. 5. 5HITGHES TO BE DIMMER TYPES !,V 5GRE14LES5 PLATES U.O.N. CONFIRM SCOPE H/OWNER, r , 6. PROVIDE SAMPLE OF RECESSED L 16HT,OUTLETS AND v 5HITGHE5 FOR CLIENT APPROVAL PRIOR TO ORDERIN6. 'i. ELECTRICAL OUTLET LOCATIONS TO CONFORM WITH LOCAL BUILDING CODE REQUIREMENT5. ' ^ 5. VERIFY ELECTRICAL REQUIREMENTS AND OUTLET LOCATIONS AML FOR ALL APPLIANCES AND EQUIPMENT AS PER MANUF.SPECS. w 9. OUTLETS AND FIXTURES LOCATED AT DEM151NO HALL OR Q CEILING CONDITIONS MUST MAINTAIN THE EX15TINO FIRE RATING. 10. ALL LI614TIN6 MUST BE UL RATED. 11. AT NEH DROPPED GEILIN&S, FIXTURES MAY BE SUSPENDED FROM OR RECESSED INTO THE SUSPENDED GEILIN6 AND HIRING MAY BE CONGEALED ABOVE DROPPED CEILIN65. 12. ALL OUTLETS IN THE APARTMENT ;iHALL BE PROTECTED HITH AFGI TYPE CIRCUIT BREAKER A5 IZEOUIRED BY NEC, 20045 # NYC 2011 ELECTRICAL CODE. 15. ALL 15 AMP AND 20 AMP GENERAL PURP05E OUTLETS SHALL B' 48 BE TAMPER RESISTANT TYPE AS FEQUIRED BY NEC, 2008 AND ! NYS ELECTRICAL GORE, LEVITON I7EGORA OR EQUAL. 48 UNDER,J 48 14. ALL RECEPTACLES INSTALLED IN THE BATRHOOM5 SHALL BE [PRimo — OF 6FG1 TYPE. NO OTHER OUTLETS SHALL BE CONNECTED TO THE BATHROOM GIRUGITS, LEVITON DECORA OR EQUAL TV 60" ELEG FIREPLACE (BATHROOM 15. ALL GENERAL PURPOSE AND COUNTER TOP RECEPTACLES / I \ 50.6 5.1=. SHALL BE PROVIDED AT SPACING AS REQUIRED BY NEC 2008 Ea Ea d NY5 ELECTRICAL CODE. Wf.UK_ XMR 16. CONTRACTOR TO COORDINATE THE LOCATION OF ALL RECESSED LIGHTING TRANSFORMERS IN A REMOTE LOCATION. COORDINATE HITH ARCHITECT AND ENGINEER PRIOR TO INSTALLATION. � I-!. ALL LI6+iTING tt TO BE CENTERED O THE ROOM UNLESS OTHERWISE NOTED. 15. 6G TO PROVIDE FRT BLOCKING 8 RECESSED J-BOX ABOVE GEILIN6 FOR LIGHT FIXTURES. I9. ALL LIGHT FIXTURE LAMPS SHALL BE HIGH-EFFICACY LAMPS WITH AN EFFICACY OF AT LEAST 65 LUMEN5 PER HATT. I RECREATION AREA \ FINISHED $ HEATED i z W / 0 0- - - ju - - �' U / C'f It Lu Ix I / H 0 - T - — eJ1 — —- �`—Ea 8'-O" ' Ea . PROJECT. EN W CL m BEDROOM 2405.F. ' COSTELLO 5M/O �� RENOVATION MECH. ROOM MEGH. ROOM I w 945 ROYA I I LTO N R O W 'M S.F. ❑B B' MATTITUCK, NY 11952 Z. PROP. t < STORAGE 145 S.F. L.QJ DRAWING TITLE: ELECTRICAL PLANS I m I PAGE: E-101m00 DATE: 05/09/25 10F 1 EDgR cy'�. 1738 I4 FROFOSEI) BASEMENT ELECTRIC FLAN SCALE: 1/4"