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HomeMy WebLinkAbout51875-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#: 51875 Date: 04/28/2025 Permission is hereby granted to: Wyandanch RE Corp 1325 Locust Ave Bohemia, NY 11716 To: construct alterations(finish basement)to existing single-family dwelling as applied for. Premises Located at: 720 Griffing St, Cutchogue, NY 11935 SCTM# 102.-5-9.8 Pursuant to application dated 03/06/2025 and approved by the Building Inspector. To expire on 04/28/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $1,193.50 CO-RESIDENTIAL $100.00 Total S1,293.50 Building Inspector m 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 lilt s--.//www.soatholdtowni o p Date Received APPLICATION FOR BUILDING PERMIT w ° For Office Use Only ,. 1 05� PERMIT NO. 7 Building Inspector: a Applications and forms must be filled out in their entirety.Incomplete ;. applications will not be accepted'. Where the Applicant is not the owner,an Owners Authorization form(Page 2)shall be completed. Date:03/03/2025 OWNER(S)OF PROPERTY: Name:David Silberman VV + J-a�'c-� SCTM# 3000-102-05-9.8 Project Address:720 Griffing Street, Cutchogue, NY 11935 Phone#:631-252-5484 Email:silberman.david@gmail.com Mailing Address:2 River Terrace, Apt 15A, New York, NY 10282 CONTACT PERSON: ; Name:Mathew Smith Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:msmith@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name:: Mailing Address:. Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated cost of Project: OOtherINTERIOR RENOVATION AT BASEMENT $ Will the lot be re-graded? []Yes k No Will excess fill be removed from premises? ❑Yes *No 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 HB NC this property? ❑Yes A No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the ssuance 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 appricant 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 210AS of the New York State Penal Law. Application Submitted By(print na MP Architecture pp Authorized Agent ❑Owner Signature of Applicant: Date: I (1 12 5 STATE OF NEW YORK) SS: COUNTY OF (k ) ArcK being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the A' (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 Mn .LC 20 2-5 o' ry Public DAR ' E AUFENANGER NOTARY PUBLIC,STATE OF NEW YOR PROPERTY OWNER.AUTHORIZATION Registration No.01A00019644 (Where the applicant is not the owner) Qualified in Suffolk County Commission Expires January 9,2= David Silberman residing at 2 River Terrace, Apt 15A, New York, NY 10 I do hereby authorize AMP Architecture to apply on , m behalf to t;h Towri o=Southc N Building Department for approval as described herein. y ° 3/3/25 Owner's Signature Date David Silberman Print Owner's Name 2 e_a.....gx._. �. S s -16 - ++F. L 4- _ - ul .mxil w� .mow •r-� - ......., ....,,...,`,..w.._..�..., .. �.��.>—:.`.'7:..— v— '� ��, p ate_' �• }� p. ,. .....„,.a._ J $} y PROJECT: NORTH FORK ESTATES-LOT 2 " .,, ., „,. v .e'•'`rcwa I I UTCNOGINGSTREEr _r� c YflY&TiPLP_ � I - _ e_-- I I •NOTES RE HYDROACTION I/A OWTS smPuw is rY�-AL FROV1 L nc ­zr GRI-F NG STREE Qn r SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES '� 1 SP-101.00 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A Lwre os/ia/sz SINGLE FAMILY RESIDENCE ONLY �-e 6/2512022 R-22-0979 c {; DATE H 5.R-�.N�. � � •r APE €x€ FOR MAXIMUM OF IF 6 BEDROOMS EXPIRES THREE YEARS A4 DATE OFAPPROVAL ZS'EF,ATTACHMENT(S) SITE Tl°,.AN a ,4 t Nc o cs'e1t recommendedA-acr9"YC7-Ma�tAdr" d^6aa�p:"sa�cil61 hold or the 10-hour period. wester ppresssvw-er testing is 3. ,all pumps and float trees must be accessible and servlcec to be done onslte wafter installation.g from access openings. VA_Q TANK CONS 4. The floats shall be attached to a Schedule 40 PVC, float that can be, easily removed for service or adjustment. The fl, shall not be attached to the force main. I. Reinforced concrete shall have a minimum compressive strength of 5,000 pounds per square Inch (psi) at 28-days set. 5. The Department shall observe the pump system operate tF a normal operotl'ng cycle. 2. Wall thickness shall be a minimum of three Inches unless the design has been certified by a N aN York L'Ncense-d Professlonal b.lnspcction for leakage of the force main fittings will be ma, Engineer as aomplVing with all appropriate requirements for thin during the pump test procedure. wall aonstruction. All walls,bottom and top shall contain reinforcing to resist an applied force of 500 pounds per square foot (psf). 5. Pre-cast concrete sections shall be sealed with one (I) Inch butyl rubber joint sealant which conforms to ASTM G-QaO. 4. All sewer pipes shall penetrate the vertical sldewall of the tank and shall be sealed with grout or other means aaaeptable to the Department suah as watertight sealed flexible joint and the pipe gasket fastened to the pipe with stainless steel retractable clamp(s), 5. All,joints shall be sealed so that the tank Is watertight. See sectlon 5-114„ 15.10. Tanks that are cast in place require prior approval from the Department and must be certified by a Licensed Professional Engineer, At a minimum„the floor and walls of a concrete tank must be monolithically poured- b. Whenever practical, concrete I/A OWT'S shall not be located within roundwater. For Installations that are placed withln Pgroun,�water,the bottom and side portions,up to 1� Inches above ighest recorded/expected groundwater elevation,of the I/A OKM unit shall be monoNthically constructed. In cases where this Is not proatl'cable,the I/A ONTS unit shall be waater roofed up to 0 Inches above the hi hest recorded /expeateAroundwater elevation and leak tested to ensure tightness prior to operation. "7. In cases when concrete tanks are Installed In ggroundwater,the design professional shall submit buoyancy calculatlone to prove the weight of the tank (with or Nithavt anchoring or the addition of ballast) will be at least 1.5 times more than the weight of the water dlsplaaed. The buoyancy calculations shall be done using highest expected/recorded groundwater elevation with the took empty. Soli cover on top of the tanks) shall not be consldered when determining the amount of anchoring or ballast weight required. HY ROACTI O I\'V /A OWI SUFFOLK COUNTY HEALTH DEFAR7MEN7 AFFROVAL SUFFOLK COUNTY DEPARTMENT OFHEALTH SERVICES ERMIT OR PPROVAL OF CONSTRUCTION OR SINGLEFAMILY RESIDENCE ONLY DATE 6/25/2022 H .S. REF. No. R-22-0979 APPROVED J&A FOR AXIMUM OF . 6 BEDROOMS r- yplRI=q THR1= 1= YFA q RO DATE O APPROVAL A 517s 75- SITE PLAN HATCH KEY: � PROPOSED BUILDING ADDITION - `/ PROPOSED ACCESSORY STRUCTURE . :. • . . a VA o ® PROPOSED 2ND STORY f :.; W L ER UJI J (B ('7 a :t2 N � C ul o � � _ O L O O N z 0 CL 'c6 'd c' 2x � N INTERIOR RENOVATION OF EXISTING BASEMENT. o o O 4-J FROPOSED INTERIOR PARTITIONS, BEDROOM, AND FULL BATHROOM,�� �- ";'° ""';'' "rr . ��` ���"" � �' "' "' K�A. i tu T BASEMENT LEVEL. cc VACANT LAND 5 40 15 20 E _ _ _ _ _ _ - EL=31.1' EL=31.0' °°� tbF+;' ;' #;w'`°.' a a•' ,4,i�: :�• `' / ` m Kl..4.��. '."',2 48 w. _ .„a. i i, ..� S I1`�, y 'c" �`u 0'�;�r"►•a4. � ♦ . sY' `t�< � 3w.y;;w �•'"' titi r,'h r r n .� ;5.° °y.}�� V .� 't �`^a t��gt�a�„�'... O o ECT 1 ZONING DATA ` �'• •', , SUBJECT PROPERTY `. r:�`• ,d " ,�,« /fit, _ ', TAX MAP # 1000-102-05-cib •. , V ' �„� • - ,��- _.- --- ZONING DISTRICT HB / NO : .;.�£' . ?` �.• ,. `' n • ,� /�� `J --• .7 -"-,-,--•-,--,�-x'-,�-,-.-,�--.-,�-,-.-.-,.-.-.--,�-.-•-n--•-•-•-,-,-+ -x�- -,-,--•-"--,-• � , y., ,"���'� ".,e•}�..'�.:" '�',• ?,�v ,•f,r,��vr�epl+.'+ � � d �+. t �qy� � �• W ' ► , Ary LOT AREA O.6 ACRES . . '"w f s GofO MAINDWE INS 48300. OQ I6 2022 .. �•k a GofO - INSROUND POOL 45777. 01/25/2023 �f t. -•.�� • �` O 09 �x"rm ` "\ i .x (6:• • :.u.• � '�IJYlJ a'r 0" '�s"+l 0 SUFFOLK COUNTY HD APPROVAL R-22- OF BED. J 4 DL EX. IN-GROUND POOL FLOOR AREAS PER SOUTHOLD TOWN CODE, SECTION 250-4: ' EXISTING EXISTING LOCATION MAP 1 a � CONDITIONED GROSS AREA AREA SCALE: NTS 61.3' BASEMENT AREA 0 S.F. O S.F. cl EX. FRAME NEW W.W. EX z FIRST FLOOR AREA 1887 S.F. 2,47Q S.F. . STOOP F.E. V 5EGOND FLOOR AREA 1,514 S.F. 1874 S.F. JJ AREA TOTALS 3,761 S.F. 4,555 S.F. G-OO I .00 PROJECT LOCATION &SCOPE I s'0x5' i PROPOSED PROPOSED SITE PLAN & ZONING DATA CONDITIONED GROSS l EX. N.W. AREA AREA P BASEMENT AREA 1887 S.F. O S.F. EX. BASEMENT ENTRY STAIRS I FIRST FLOOR AREA 1,557 S.F. 2,47a S.F. G'002 .00 GENERAL NOTES, ENERGY TABLE Q EX. 2-STORY FRAME PROP. HEAT STRUCTURAL DESIGN CHARTS DWELLING w/ BASEMENT t _f PUMP SECOND FLOOR AREA 1,874 S.F. 1874 S.F. f GARAGE CONDENSER (4 BEDROOMS) I AREA TOTALS 5648 S.F. 4,353 S.F. PROPOSED CONSTRUCTION PLANS Q F.F. EL.=33.3 DWV/ WATER SUPPLY RISER GARAGE SLAB EL.=31.4' ; i�✓ � I I� --- LOT COVERAGE _ 1 _ EX. COVERED TEST 45 0 I I SOUTHOLD TOWN CODE (280-124) (� ( PORCH - HOLE I - - % LOT OEL•=28•4' I DE50RIPTION (FOOTPRINT) AREA COVERAGE EX. PAVER WA EX 0 i O 1 TOTAL LOT AREA 27 3�i3.0 S.F. 8'�x5' � I o_ ___�� 4" PVC AIR u� ��D.w.,� z 0 (PER M .ANJ. SFE 'S) - EXISTINS HOUSE 4 GARAGE 2,47q.0 S.F. q.py z PAGE 1 II j EXISTINS COVERED PORCH 125 S.F. 0.5% FOR I vl I o L.F.0 E.F� I j lu I EXISTINS FRAME STOOP 85 S.F. 0.5 0 � J i U tt II I z w EXISTING BASEMENT ENTRY �u 0 0- I J 0 I - STAIRS oil S.F. 0.5% Q L.P. Qr 1 d 6C I 10 m, EXISTINS IN-GROUND POOL 786 S.F. 2.Q4b I a] r m ASPHALT LJ TOTAL AREA OF ALL STRUCTURES 3566.0 S.F. 15.0% Q N I DRIVEWAY ly a 0 EL=21.3' 6 I I MAXIMUM LOT COVERAGE ALLOWED: 2c% PROJECT: 142.52' - - - - - - - - - - - - - - - ---L I ( - - N 3a°38'20° w 165.0' 1 SIL.BERMAN ZONING REGULATIONS MAIN BUILDING I i I RENOVATION SOUTHOLD TOWN CODE (280-124) I a GONG. WALK i I EXIST. PROPOSED COMPLIES 720 GRIFFING STREET GONG. CURB MIN. FRONT YARD 40.0' 46.2' 46.2' YES CUTCHOGUE, NY 11935 I I � � N G S T R � � T I MIN. SIDE YARD 15.0' 45.7' 45.7' YES MIN. COMBINED 35.0' ! a7.6' a7.6' YES DRAWING TITLE: I SIDE YARDS I 11 MIN. REAR YARD 50.0' 8.2' 68.2' YES PROJECT LOCATION & SCOPE 6 I SITE PLAN & ZONING DATA ----------------------------------------------- -- ----- MAXIMUM HEIGHT WATER MAIN ® STREET PAGE: I/ G-001mOO V DATE: 03/03/25 1 OF:3:] 51TE LAYOUT NOTES: I. TH15 IS AN ARGHITEGT'5 51TE PLAN $ IS SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION RED REPRESENTED ON THIS SITE PLAN IS TO THE ARCHITECT'S BEST OF KNOWLEDGE. EwL.s� 'S'j� 2. SURVEY INFORMATION WAS OBTAINED •-1 FROM A SURVEY DATED 03/03/2022 AND PREPARED BY: SEGCAFIGO LAND SURVEYING PG 500 MONTAUK HIGHWAY � �� Q' MORICHES, NEW YORK, 111155 R PIE* 1 TE PLAN TELEPHONE: (631) 728 5550 SCALE: I" = 15'-O" NOTES 4 SPF_G I F I GAT I ONE, CARPENTRY WOOD FRAMING MATERIAL STANDARDS PLUMBING AL. 5 RE X I AT I O N S IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 4 BETTER (Fb = 8'15) UNLE55 THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) SYSTEMS TO NY5 OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY T05ETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. PLUMBING GODS AND NY5 DEC REGULATIONS. BD. BOARD INSUL. INSULATION AIN SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING IZ 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINT JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED 2. PROVIDE HOT AD GOLD SHUT OFF VALVES AT ALL FIXTURES. BFE BASE FLOOD ELEVATION INT. INTERIOR Q 8 MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR _ GENERAL 3 GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION AND AT BASE OF BLD0. BUILDING �K KIPS (1000 LBS) ~� 0 I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE . SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT VERTICAL WASTE PIPES. W PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb% UNLESS (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD ,BI M 1 BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS J APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS HOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER FOOT. co 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). B.O. BOTTOM OF MAX. MAXIMUM 4-1ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "7EGO" OR 5. GENERAL TRAP AND WASTE SIZES A5 FOLLOWS, UNLESS OTHERWISE NOTED: Q ,_ STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL' I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, - DISH WASHER.........................................2" ; BOT. BOTTOM MEGH. MEGHANIGAL 0� PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, - KITCHEN SINK........................................2" O � 6- 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL - LAVATORY...............................................21' I B.O.W. BOTTOM OF WALL MIN. MINIMUM _ W_ AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING - SHOWER/TUB..........................................211 - C09 RULES SPECIFIED IN 1.1 THROUGH 1.8. - TOILET........................................................3" G.J. CEILING .JOIST NAVD55 NORTH AMERIGAN VERTICAL DATUM OF I1i88 4� Q = 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, - LAUNDRY .................................................2" LO N z O OF THE OWNER/BUILDER U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, - FLOOR DRAIN..........................................3" COL. COLUMN N`(C BG NEW YORK CITY BUILDING GORE INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED I 0- '� Ln � d- "I. ALL BEAMS GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" THROUGH ROOF. I GONT. CONTINUOUS O.G. ON CENTER >1 r-- V T-- 5. ANY OMISSIONS OR DiSGREPANGIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE c X N SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE -1. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 DRAIN COCKS AS REOV. i DBL. DOUBLE 1 OGG. OCCUPANCY ~� Cfl WITH THE WORK. CRADEMARK SHALL INCLUDE AN EA51LY P15TINOUISHABLE MARK OR HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW PROTECTION. - -- - � 0 m +-' r Cl. ALL WOOD BILLS AND WOOD IN CONTACT WITH MA50NRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE 4-i L0 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DFE DESIGN FLOOD ELEVATION O.H. OVERHANG N P.T. REQUIREMENT5 OF U.S. DEPARTMENT OF COMMERCE P520-qq. 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED WITH BACK FLOW � UNLE55 APPROVED BY THE ARGHITEGT/ENCINEER. - - -- - -- O 10. ALL EXTERIOR SHEATHING SHALL BE NAILED A5 PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET PROTECTION. DIM. I DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION Q O IZ � O B CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 0-003. GENERALLY, SHEATHING 15 OF 1/2 THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED �� q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL HEALTH DEPARTMENT BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. STANDARDS AND REGULATIONS. D.J. DECK JOISTS P. GONG. POURED CONCRETE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. EA. EACH PL. PLATE ^ ` APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR TO CONGEALMENT OF I w q. DO NOT SCALE DRAWINGS, WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 PLUMBING. WRITTEN DIMENSIONS TAKE PRECEDENCE ELEV. ELEVATION PLYWD. PLYWOOD II. SUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING NAILING AS PER FASTENING 5GHEDULE ON PAGE 6-005 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 11. NOTCHING AND BORING OF STUDS,JOISTS, RAFTERS AS PER BUILDING CODE. NO NOTCHING AND 10. TIFICABUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE 6OVERNIN6 BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT P.T. PRESSURE TREATED GERIFIGATES, GERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED NOR ANY POTENTIAL DAMAGE THEREOF. APPROVED EQUAL. EVALUATION REPORT. EXIST. EXISTING REQ'D REQUIRED I I. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 12. PER NYS PG 425.4, A 4 x3 CLOSET BEND SHALL BE AN ACCEPTABLE WATER CLOSET CONNECTION. __ AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN WHERE A 3" BEND IS UTILIZED, A 4"x3" FLANGE SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. EXT. EXTERIOR RI PERMISSION FROM THE ARCHITECT. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES _ � �ISER UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF ELECTRICAL: A5TM P5456 STANDARD SPECIFICATION FOR EVALUATION OF I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM F.A.I. FRESH AIR INTAKE RM. Dl ROOM 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE TO 201-1 NATIONAL ELECTRIC CODE, NFPA '70 AND 2020 NEW YORK STATE ENERGY n , RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 5'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS CONSERVATION CONSTRUCTION CODE. FAR FLOOR AREA RATIO R.R. �I ROOF RAFTER W 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON F.A.Y. [FRESH AIR VENT STL. STEEL '� "I'-J 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED COMPLETION OF WORK. • TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROV1510N5 OF THI5 DOCUMENT,THE FF FINISHED FLOOR S.V. = SMART VENT RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING 50HEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA'72: BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE - GENERALLY, VERIFY OR PROVIDE HARD WIRED FF ELEV. FIRST FLOOR ELEVATION �TBD TO BE DETERMINED CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, SMOKE DETECTORS w/ BATTERY BACK-UP IN: r , c 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 1-7. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. --FLOOR .JOISTS TEMP GL. TEMPERED GLASS V LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES „ A. EACH SLEEPING ROOM - - AND ORDINANCES. I8. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. FOUNDATION THK. � THICK GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM G36 SPECIFICATION FOR GYPSUM B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 _- --. - -- -- /r 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM 03'7 SPECIFICATION FOR GYPSUM LATH, OR A5TM C'iq AREA IN THE IMMEDIATE VICINITY OF FRCS FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL \` / /� THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR 6YP5UM 5HEATHING BOARD. THE BEDROOMS (GENERALLY THE HALLWAY) V J COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING FR. FRAME Tr TREAD n ` AS PER PACE 0-005. 1.1. HARDBOARD: HARDBOARD USED IN A 5TRUCTURAL APPLICATION SHALL C. EVERY LEVEL OF DWELLING _ VJ 11. THE CONTRACTOR SHALL INDEMNIFY AD D HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOAR OF (BASEMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) FRP_ FIREPROOF TYP. TYPICAL Q 20. P.T. SPECIFIES PRE55URE PRE5ERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING. AOAINSRCHI ALL CINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FT6. �OOTING U.O.N. = UNLE55 OTHERWISE NOTED AGAINST ALL CLAIMS, INO OUT O LOSSES AND EXPENSES, INGLUDIN6 TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPIN6, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD VERT. VERTICAL - 2m, THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I&I. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL FASTENINO 5GHEDULE A ____ 15 ATTRIBUTABLE T BODILY INJURY, SICKNESS, DISEASE HE DEATH HE TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK NOTE: THI5 5GHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS H.D. HOLD DOWN V.I.F. � VERIFY IN FIELD l MANUFACTURER SUCH AS: HANGERS NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, WHOLE OR IN PART BY ANY NEGLIGENT AGT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER w/ WITH CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR AND ROUGH OPENING FRAMING REQUIREMENTS) EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY i WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLE55 NOTED OTHERWI5E HNGR j HANGER WD. WOOD -� BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) A. WEYERHAEU5ER TRUE, JOIST 2.OE MIGROLLAM LVL HOR. HORIZONTAL ZR ZONING RESOLUTION PARTY INDEMNIFIED HEREUNDER. B. 6EOR61A PACIFIC 2.0E 6-P LAM LVL 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET DESCRIPTION FASTENER SPEC. FASTENER I8. ALL MATERIALS, A. WEYERHAEU5ER TRU5 J015T 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY AND QUANTITY 5PACINO BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ROOF $ GE I L I NO FRAM I NO APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 7 AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, II I I I I C�'°� I ®�I /"1 I I �/� I T� AUTHORIZATION OF THE ARCHITEOVENGINEER. 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 6-003 PER RAFTER I `4 I `� I `� 5 I `� O U I I I `� I GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 5-005 PER JOIST NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NO. NOTCHES IN THE TOP E 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 PRESCRIPTIVE VALUE � � OUTER THIRD5 OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS GEILIN6 JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PACE 6-005 EACH LAP COMPONENT 00MFL II ES 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.1 CELLULOSIC VALUE G I TATI ON (FER 2020 NY5E000) WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G205 STANDARD SPECIFICATION FOR CEILING JOIST LAPS OVER PARTITIONS(FACE-NAIL) q-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, UNLE55 NOTED OTHERWISE. 1.5.5. 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 BATT INSULATION ® INTERIOR YES MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END PER TABLE R402.1.2 - CLIMATE ZONE 4, NOTE (c) 22. PROVIDE FIREBLOGKING A5 PER NEW PORK AGGES5IBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- I), THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL -- 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 4095 OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE GORE EVALUATION HOT WATER PIPE MIN R-VALUE = 3 OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END R-3 PIPE INSULATION YE5 UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OGGUR IN THE SAME GRO55-SECTION. INSULATION PER R403.4 $ R403.5 COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL WALL FRAMING 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.-1. 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 0-003 4 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND I AIR LEAKAGE = 0.50 GFM/SF CONSTRUCTION;55TD 10-qq AND 2018 SBC HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE 5HEATHING (ANY NAILING TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON PER FOOT PER R402.4.3 $ TABLE R402.1.4 - CLIMATE ZONE 4 H- HEX BOLTS AND SCREWS (INCH SERIES). CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE-). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 SCREWS: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ TOP PLATES AT INTERSECTIONS(PAGE-NAIL) 4-I6d COMMON JOISTS - EA. 51DE COMPLIANCE STATEMENT: FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). ASME 5I8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFE55IONAL JUDGMENT, THESE PLANS AND 5PEGIFICATIONS ARE IN 2 HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./F 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES LOOR PLANS. STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE U51NG CHAPTER 4 [RE]. v 2. APPROVED CONNECTORS,ANCHORS AND OTHER FASTENING DEVICES NOT INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC, SHALL 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES � 'S BE USED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING GORE AND ANY ADDITIONAL REQUIREMENTS 3. METAL PLATES, CONNECTORS,RS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD DIRECTLY L THE WEATHER S SUBJECT TO SALT CORROSION IN COASTAL SECURE w/ (2) 1/2" m ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® TABLE R�OI .� CLIMATIC 4 OEOORAPHIC DESIGN CRITERIA w AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, 2-I6d COMMON I� PER FOOT � EXIST. WALLS 4 12 LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND ENDJOI5T, or BLOCKING (PAGE-NAIL) ALLOWABLE DEFLECTION OF 5TRUGTURAL MEMBERS 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, 93 SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 5 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL GROUND SNOW LOAD 25 LBS HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY FLOOR FRAMINO PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S 57RU07URAL MEMBER ALLOWABLE BASIC WIND SPEED 150 MPH PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST DEFLECTION 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPclO51N6 U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG EXPOSURE CATEGORY B RAFTERS EXCEPT WHERE COLLAR TIES OF Pxb" OR 2"x4" LUMBER 15 w/6" RISE 4 w/(2) %"O BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5. SPECIFICATION FOR DRIVEN FASTENERS: NAIL5,NAILS: NAILS SHALL COMPLY P41TH ASTM F 1i5PIKE5, A D STAPLES. BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END RAFTERS HAVING SLOPES GREATER THEN 3/12 L/150 S I L B E R M A 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 PAGE G-005. W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS RAFTERS. .6 SEISMIC DESIGN CATE60RY B RENOVATION 2.2 . PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END SHALL MEET THE REQUIR GOVERNING BUILDING CODE 6 EMENTS OF THE. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. MECHANICAL CONNECTIONS: INTERIOR WALLS 4 PARTITIONS H/I80 WEATHERING SEVERE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE BLOCKING TO SILL or MANUFACTURER'S CODE EVALUATION REPORTS. 3-Ibd COMMON EACH BLOCK '1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE TOP PLATE (TOE-NAIL) FLOORS 4 PLASTERED CEILINGS L/360 16' WITHIN 4' OF EXTERIOR CORNERS. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. FR05T LINE DEPTH 3'-01, 2.2.1. SCREWS: 50REW5 SHALL COMPLY WITH AN51/A5ME B 15.6.1 LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED WOODSCREWS (INCH SERIES). ALL OTHER STRUCTURAL MEMBERS L/240 720 GRIFFING STREET TERMITE MODERATE TO HEAVY TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER BY "SIMPSON" MANUFACTURER, CLASS WINDOWS AND DOORS J015T ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOI5T CUTCHOGUE NY 11935 OF J" AND 3"x3"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, UNLESS OTHERWISE SPECIFIED. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' 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, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY CLEARANCES ARE PROVIDED. BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY SIMPSON 3. ALL SLIDING 6LA55 DOORS, SKYLICHT5, AND ANY CLASS UNIT INSTALLED EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/12C GENERAL NOTES CODE5 AND REFERENCE STANDARD: 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, _ I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK UNLESS OTHERWISE NOTED. ROOF SHEATHING ENERGY TABLE STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH STRUCTURAL PANELS: ___1STRUCTURAL DESIGN CHARTS STATE ENERGY CONSERVATION CONSTRUCTION CODE. MANUFACTURER'S SPECIFICATIONS. INTERIOR ZONE 8d COMMON b" EDGE / 12" FIELD b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER PERIMETER EDGE ZONE 5 ad COMMON 6" EDGE /6" FIELD 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, GONN=CTION5 OF SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. STRUCTURAL DES I CAN LOADS WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME ENERGY CONSERVATION CONSTRUCTION CODE. UP TO q" RAKE OVERHANG CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION '7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY (AF4PA) AMERIGAN WOOD COUNCIL (ANC). ARCHITECT 6. PROVIDE FLASHING PANS UNDER ALL SLIDIN6 6LA55 DOORS, WINDOWS, OR PAGE: 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 8. ALL CONNECTORS SPECIFIED A5 A "SIMPSON" TOP MOUNTED BEAM ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. CEILING SHEATHING USE LIVE LOAD DEAD LOAD PLUMBING CODE. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED T ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL O® . BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. GYPSUM WALLBOARD �E 5d COOLERS T' EDGE / 10" FIELD � i G EXTERIOR BALCONIES 40 psf I 15 psf 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. INSULATION 6. ALL GLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 DECKS 40 psf i 15 psf I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. WALL SHEATHING 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN CODE, NFPA-10 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: 03 03 25 CONSTRUCTION CODE. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE STRUCTURAL PANELS 6d COMMON 6" EDGE / 12" FIELD UNINHABITABLE ATTICS WITHOUT STORAGE 10 psf 15 psf 2 OF 3 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) P P GYPSUM WALL BOARD WALLS FROM b BELOW GRADE TO 24 BELOW GRADE IF DESIRED BY THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE GYPSUM 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 PRESSURE, UNINHABITABLE ATTICS WITH STORAGE COMPOUND METHOD. FOUNDATION WATERPROOFING. ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS (MAX CLEAR HOT > 42") 20 psf IS psf REQUIREMENTS. FLOOR SHEATHINO (SUBFLOOR) HABITABLE ATTICS 4 30 sf IS sf 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLE55 5. GENERALLY,UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: ATTICS SERVED BY FIXED STAIRS p p OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE - q" R-30 FOR FLAT CEILINGS 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ; DEEMED APPLICABLE. - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS TEMPERED CLASS. STRUCTURAL PANELS: 11 ROOMS OTHER THAN SLEEPING ROOMS 40 psf ; 15 psf � `y,,,��REL�I�Cy - 3.5 R-13 FOR 2 x4 WALL CONSTRUCTION I or LESS: Sd COMMON 6 EDGE / 12 FIELD p �wL 11. EXTERIOR GLAZIN6 SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GREATER THAN I : IOd COMMON 6 EDGE / 12 FIELD C'9 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS - 5.25 R-21 FOR 2 x6 WALL CONSTRUCTION SLEEPING ROOMS 30 psf 15 sf a4, (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEN,) THREE FEET - 5.25 R-21 FOR FLOORS GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE P P MISSILE TEST OF ASTM EIgg6 AND ASTM E1886 AS MODIFIED BY 2020 NY5 BC ��. IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" 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 SHEATHING NAILING 15 REDUCED. * � CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. AN51/DA5MA 115. FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER i SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR GUARDRAILS AND HANDRAILS 200 psf 15 psf 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. 03841 TAPED AND RECEIVE THREE COAT5 OF JOINT COMPOUND. ALLOW 24 HOURS A THICKNESS OF NOT LESS THAN J" AND A SPAN OF NOT MORE THAN 5' SHALL 2 - WHEN WALL SHEATHING 15 CON7INUOU5 OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF 21 .(0 TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf kltOF N ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUDIN6 4' ON EACH 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS 51ME 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 0-005. R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ASGE 1-16 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) ON THE BUILDING. j ALL NEW WINDOWS SHALL BE ANDERSEN OR EQ; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "6-005" FOR NAILING d STRAPPING DETAILS. �� Y ; FOUNDATI ON PLAN NOTES "'* SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER '�'� FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER DOOR NOTE: HYDRONIC AIR HANDLER: CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS NEW PARTIAL HEIGHT O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT II I. PROVIDE (1) NEW HYDRONIG AIR HANDLE") BY �- EXISTING TO BE DF-MOL15HED WOOD FRAME (L.6. 5TL. ON PLANS BY 'JELD-WEN' (OR EQUAL). "600DMAN" OR APPROVED EQUAL WINDOW CHART - a WHEN APPLICABLE) 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.INSTALL AIR HANDLER UNIT IN MECHANICAL ROOM ON PLAN5 BY 'THERMATRU' (OR EQUAL). 5.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES - - - - - -- - O EXISTING TO REMAIN EGRESS CLEAR LLI 5.NOTE DOES NOT INDICATE EACH NEW DOOR THROUGH WALLS OR GEILIN6 LIGHT VENT LL1 ROUGH OPENING WINDOW DIMENSION OPENING NEW WOOD FRAME (L.6. NEW FOUNDATION WALL PROPOSED;5EE DE5IGNATION5 d DOOR SCHEDULE. 4.INSTALLER TO PROVIDE BLOCKING, PIPING, AND TAG COUNT TYPE MODEL # TEMP FROV`. PROV. -1 CD 5TL. WHEN APPLICABLE) 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR ELECTRICAL AS REQUIRED FOR MOUNTING AND WIDTH READ: 20 PER UNIT PER UNIT m WALL5, U.O.N. INSTALLATION. HEIGHT REO'D: 24" (B.F.) (S.F.) 5. INSTALL AS PER MANU 5PEC.'s 5. HANDLER 51ZINO (TONNAGE) SHALL BE SELECTED PER WIDTH_�'; HEIGHT WIDTH HEIGHT OPEN REQ'D: 5.'1 S.F. Q �' N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 6.PROVIDE (2) 2"xlO" HDR., U.O.N. REQUIREMENTS OF A/C f HEATING SYSTEM (SEE - - � " "1. SEE PAGE 6-003 FOR ALL OTHER FRAMING n " ,� O WOOD FRAME (L.6. STL. © POST FOR 4 WALLS THERMOSTAT FOR ZONE DESIGNATION). A I CASEMENT ON24 4-Q 4-D I/2 4-8 I/2 4-O 14.4 13.50 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 6.PROVIDE FRESH AIR INTAKE ON RETURN SIDE OF DUCTS. _ _ _ O POST FOR b" WALLS), U.O.N. ^� FRESH AIR INTAKE SHALL HAVE MOTORIZED DAMPER = -p O NEW 2-HR FIRE RATED MURPHY DOOR: WITH OUTDOOR TEMPERATURE SETBACK CONTROLS. � CO IA I. PROVIDE NEW BOOKCASE STYLE MURPHY DOOR AT L z '- WOOD FRAME (L.6. 5TL. AREA INDIACTED. H.O. TO SELECT MANUF AND THERMOSTAT: O O (U O� STYLE, DOOR 5GHEDULE a - L0 WHEN APPLICABLE) 12 I. PROVIDE THERMOSTAT FOR 2 ZONES: _ �co d- - ZONE I: RECREATION AREA - --- -- - - U BOOK CASE TO MATCH MURPHY DOOR: 2. - ZONE 2: BEDROOM CONSULT WITH HOME OWNER FOR. DOOR MATERIAL FIRE RATING p O O 4-+_+ IB I. PROVIDE NEW BOOKCASE TO MATCH MURPHY DOOR THERMOSTAT LOCATIONS r, AT AREA INDICCTED. H.O. TO SELECT MANUF AND O co STYLE. H.O. TO SELECT MODEL; INSTALL AS PER MANUF. TAG DESCRIPTION MANUFACTURER p0 45 MIN. RATED NOTES N O ccLn 4" FRESH AIR VENT SPECS WIDTH HEIGHT SELF-01-051N6 LL J I THROUGH ROOF 2 TYPICAL BATHROOM NOTE: i O I. WALL BOARD SMOKE DETECTOR / CO DETECTOR NOTES: v I I.I. INSTALL MOISTURE RE51STANT GYPSUM BOARD IN 13 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT BASEMENT 3"I ALL BATHROOMS SMOKE /CARBON MONOXIDE COMBINATION DETEGrOR L_ k I 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND HARD WIRED TO EACH OTHER w/BATTERY BACKUP. BOI SINGLE SWING JELD " Q I TUB SURROUNDS -- - WEN OR EQ 2-6 6 8 W 2 SHALL NOT BE REWIREDW ERE EXI5TIN6 ALARMS 502 SINGLE 5WIN6 JELDWEN OR EQ 2'-6" 6'-all i NEW PLUMBING FIXTURES: ARE NOT INTERCONNECTED, AS PER NY5 R514.4. BOOK CASE MURPHY DOOR OS ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED,nND B03 �F L3'-O" b'-8" 5EE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. MURPHY DOOR OR EQUAL 4.SMOKE /CO DETECTORS TO MAINTAIN 5 MIN. 504 SINGLE 5WIN6 JELDWEN OR HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCT5 ONEW FLOOR: d OPENIN65 TO BATHROOMS W SHOWER OR TUB. 505 51NOLE SWING JELDWEN OR EQ 2'-8" b'-8" • I. NEW FINISHED FLOOR PER H.O. SELECTION APPLIED TO 5. INSTALL ALL AS PER MANU. SPEG.'s - U p PROVIDE "ABESGO FP200 FR EXI5TIN6 CONCRETE SLAB. 6C TO INSTALL AS PER 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR BO6 SINGLE SWING JELDWEN OR EQ 2'-8" 6'-8" • �� F -a EXPANDING FOAM" (OR EQUAL) _ ____ ___ _ IF- AT ALL PENETRATIONS IN FIRE MANUF. SPECIFICATIONS. IN COMPLIANCE WITH LOCAL CODE BO-1 SINGLE SWING JELDWEN OR EQ� 2'-8" 6'-8" o RATED WALLS AND WINDOW NOTE: � � �� I M U FLOORS/GEILIN65. PRODUCT NEW GEILIN6: 14 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 505 SINGLE 5WIN6 JELDWEN OR EQ 2'-b" 6'-8" L__' (�� F ...!_J I 1 1 u1 CONFORMS TO A5TM E 614, O I. 60 TO APPLY A MINIMUM THICKNESS OF 1/2" GWB TO CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). • N ASTM E 84, AND UL 14"I9 UNDERSIDE OF STRUCTURE. INSTALL AS PER MANU. SPEC.'S. 2.60 TO PROVIDE ACCESS PANELS IN GEILIN6 AS 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; REQUIRED. SEE DESI6NATIONS 8 WINDOW SCHEDULE. 5. FOR 5UB5TITUTION5,5EE NOTE #11 IN "6LA55 WINDCW5 , 1 FURRED WALL: AND DOORS" ON PAGE 6-002. 4" 5" 4" v O I. GC TO REMOVE EXI5TIN6 INSULATION AND PROVIDE 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 15'-5" NEW FURRED WALL CONSTRUCTION AT FOUNDATION 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH _ _ NATURAL LIGHT VENTILATION WALL WHERE REQUIRED. R-15 MIN INSULATION 6.IN GENERAL,TEMP. &L. SHALL BE PROVIDED: - - - - - - 8'-Sy2" 6'-5Y2" PROVIDED AT WALL. 6.1. FOR ALL 5KYLI&HT5 8 OPERABLE PANELS OF (HABITABLE SPACE) •- NOTE: REMOVE EXI5TIN6 WINDOW AND WIDEN OPENING TO 5WIN&IN&, SLIDING, 8 51FOLD DOORS - - - - - - - ALL PLUMBING WORK O RECEIVE NEW REPLACE WITH CW24 EGRESS 6.2. WITHIN IS" OF F.F. EX. (2) 2"x10" P.T. FLOOR AREA 244 S.F. SHALL CONFORM TO WINDOW. PROVIDE EGRESS WELL A5 NOTED 6.5. WITHIN 24" OF A DOOR -� DROPPED BM. n 1 LOCAL PLUMBING CODE 6.4. WITHIN STAIRWAYS d WITHIN 56" OF A LANDING % REQ. S.F. PRO\/. O EXI5TIN6 COLUMN TO REMAIN. 6.5. WITHIN TUB/SHOWER ENCLOSURES p F v p Q O O6.6. SEE ALSO GENERAL NOTES ON PA6E 6-002 0 J FURR OUT COLUMN AND GLAD WITH 6WB. S AROUN:) m 0 15 LI6HTIN6;MIN. 5% F 3 EXI5TIN6 COLUMN AND SEAM TO BE REMOVED. 6G , W NDOW5 (TYP.FOR ALL)5 FOR U.U.O.N FROVIDEMINO TAT A MINIMUM p p OF FLOOR AREA 141.5 S.F. 22.4 S.F. p� Oq SHALL SUPPORT BEAM IN PLACE UNTIL NEW BEAM HAS (2) 2"AO" HEADER U.O.N. X N ® I VENTILATION;NOT EXIST. F.A.I. TO BEEN INSTALLED 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER Lu LESS THAN 45% OF REMAIN X MIN. GLAZED AREA 8.8 S.F. 18.0 S.F. NY5 R512.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS w 10 HEAT PUMP CONDENSERS: LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN-72" O REQUIRED I. PROVIDE (1) NEW 5-TON HEAT PUMP CONDENSER BY ABOVE GRADE OR THE ADJACENT SURFACE AT THE - - - - "600DMAN" OR APPROVED EQUAL. BUILDING EXTERIOR. �t • • 2.INSTALL AS PER MANUFACTURER SPECS. _ G.O. C.O. 5.INSTALL UPON LEVEL &ROUND d PROVIDE &ROUND (5) 2XI0 HDR SURFACE (GONG. PAD OR OTHER) w/ WEIGHT RATING E6RE55 NOTE: b-4 G.O. SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF IN COMPLIANCE WITH NEW YORK STATE BUILDING „ CONDENSER. CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF 14 '1 RECREATION 13" `� 4" HOUSE 4.ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY 6A5 EGRE55 SHALL BE FOLLOWED: AREA _-�- MAIN DRAIN APPLIANCE, AND AT LEAST V FROM WINDOW5/DOORS v G.O. NET CLEAR OPENING........... 5."1 S.F. - WHENEVER POSSIBLE. - _r NET CLEAR HEIGHT............... 24" MINIMUM I 1 „1 �� NET CLEAR WIDTH................. 20" MINIMUM i NEW NEW x�p 2"r'-�12" 1 1 2 1 2 1 2" 4" >` STORAGE 5 BEDROOM SINK i 21 2 1 1 I 1 ROP EGRESS WINDOW WELL: 161.6 S.F. 244 S.F. X o I 2 I 2 15 PROVIDE NEW EORE55 WINDOW WELL $ COVER BY ul � _ I I I BATHROOM 8'-O" GL6. � ' '+� 4u� I 1 1 1 "ROCKWELL;ROGKWELL 66 GRAY SERIES" bb"W.X'12"H. OR UNFINISHED HGr - x 1 1 I EQUIVALENT. INSTALL AS PER MAN. SPECS. EX. (2) II.B'15 2.OE 6-P 9 u.i 1 1 W.C. $ Z 1- I i ISHOWER 14' 1-� i u� LVL DROPPED GIRD NEW WIOX22 DROPPED BEAM. DROP BEAM SHALL in Q 2" 3° HAVE PREDRILLED HOLES AT BOTTOM FLANGE TO 11\ EJECT EJECT Ex. n'.H. 2'-6 4 MATCH COLUMN GAP BOLT HOLE LOCATIONS. p PROVIDE WOOD TOP PLATE LA6 BOLTED TO TOP x PUMP PUMP MIN •t FLANGE FOR FLOOR JOISTS TO REST ON. PRE EX N 10-3 BCli DRILL LA6 BOLT HOLES AT 4" DIAMETER EVERY 12" f O ON ALTERNATING SIDES. TOP PLATE TO BE RIPPED p F FRE8H1 TO WIDTH OF FLANGE AND AT A DEPTH REQUIRED TO W LAIR FAN NEyy 12 SUPPORT THE FLOOR JOISTS. 1 N 6 11 MEGH AREA I3 � PROP 60.9 S.F. 1 EX. (5) 11.4515 2.OE t A.H. Egg 0 T 0 I SM/GO 6-P LVL FLUME I NO R 1 SER - PRA I N / I�NASTE / VENT 5-ly2 5'1�2 81I m 5'-6" DROPPED 950e� ,' EX. (5) 113-75 2.OE 6-P I g 0 50ALE: NTS r'LVL DROPPED 61RDER N 2 2"x8" P.T. HDR = � � > 0' 15'-9" 8'-5" * I I'-�i" 0 60 S.F.BATHR5 W rl m NEW � � I Ul 21.S.F. u) N �Y N 4 O O l EJECT Lu N 0 n 4'-6" 3'-O" 3'-O" _i PUMP `t Q �' �p 5 o O Q V - 1x �j • EX.AEG PROJECT: D KIDS AREA N ® m w 0.! RECREATION a PLUMBInG CONDENSE u X ® `t PIPE ABOVE 2-v AREA - S I L B E R M A N t- 8'-O" GL6. � � � ! 440."!S.F. HGHr. 8'-0" GL6. 6 5" 4" R E N O VAT I O N � Q HGHT. PROP. O IL 13 HEAT NOTE: R� • PUMP Q O ALL PLUMBING WORK - 5M/GO CONDENSE w SHALL CONFORM TO ° =_ IA LOCAL PLUMBING GORE 720 G R I FFI N G STREET N �Q Ex. (5) 11.815 2.oE &-P 12 10'-4" 1O CUTCHOGUE, NY 11935 $O3 LVL DROPPED GIRDER _ 2 GAR GARAGE DRAWING TITLE: EX. (5) II.875 I ( SLAB ON GRADE ) L5,_O„_j 2.0E DRRDER L ' 8 ' N PROPOSED CONSTRUCTION PLANS E6END GIRDER O � � HOT WATER RECREATION 5'_2y2" DWV/ WATER SUPPLY RISER SUPPLY AREA I'-8y2" V L--L _ 201 S.F. -� 0 �..-..-..� S�PPLLD WATER 8-0" CLO - 1LHOW 1� ® p (I5) RI 6.1 " �. 12" PROVIDE II ABESCO FP200 FR - 0 r p PAGE: IL EXPANDING FOAM" (OR EQUAL) a 0- I X CONNECT TO AT ALL PENETRATIONS IN FIRE m N iu EXIST. WATER RATED WALLS AND X ® H6HT. 0 SUPPLY SYSTEM CONFOR/CEILINGS. PRODUCT W t)p EX. TRP. F.J 1000NFORMS TO ASTM E 814, � EJECT STORAGE ■ -----_ ---- 0 - A5TM E 84, AND UL 14'IQ X O AREA _. -..-. _..Z..-..-..--T-------.......... . ..... Z -. - - -- -�. 1 1 PROP. 1 1 I �. -1 - �- - - -WINE 8'-0" GL6. REG. I I I 1 1 I 1 m _i OND HGHT.AREA I 1� 1 i BATHRM1 1v �I w i MEGH RM 1 `t �_ 1 FRI E RACK PLUMBING PIPE DATE: 03/03/25 3 OF 3 �I v I �I =I _ I p iry I I try - jry i i TO STREET WATER MAIN PLUMBING PIPE • tf t 1 i f I� SUMP p ] ~ 1 IU 1 I 1 j ABOVE P�P : [' 14` SINK NI �N _ _ - �! 1f sp PLUMBINC, PIPE p (] �Ui� f? r :, SHOWER lm W ABOVE � � EX. (2) 2"AO" P.T. DROPPED BM EX. (2) 2°xl0"-P.T. DROPPED BM. ' - - - - - FLUME3 I NO RISER SUFFLY FROFOSEI7 BASEMENT OONSTRUOTION FLAN SCALE: NTS 50ALE: 1/4" = I'-Oil