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HomeMy WebLinkAbout49802-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY ry 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 #: 49802 Date: 9/28/2023 Permission is hereby granted to: Cella, Jose h 935 Laurelwood Dr Laurel NY 11948 To: construct alterations to existing single-family dwelling as applied for. At premises located at: 935 Laurelwood Dr, Laurel SCTM # 473889 Sec/Block/Lot# 127.-7-2 Pursuant to application dated 9/11/2023 and approved by the Building Inspector. To expire on 3/29/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $408.80 CO-ALTERATION TO DWELLING $50.00 Total: $458.80 Building Inspector aewnry rd.„ � lx4 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 https://www.southoldtowiM.gov Date Received APPLICATION FOR BUILDING PERMIT qqo For Office Use Only EJ L4 I r, PERMIT NO. Building Inspector, a UP023 A�P �iig i and lete frrs�rwa &fie �jd out iru tbelt incomp apllcati r w111 cc pterl er tF�e pM�rmt ttwe o neer an PU ,TaTNO rTT � // i 1 � ire y r✓1 n� l r i i%U/ i/r/ % i ��i �i t, Date:09/07/23 +rii iair o Name:Joseph,Cella & Natasha Foy SCTM # 1000-127-07-02 Project Address:935 Laurelwood Drive, Laurel, NY 11948 Phone#:516-659-2409 Email:jcellacpa@gmail.com Mailing Address:935 Laurel Wood Drive, Laurel, NY 11948 . Cf9Nt A ; PROPERTY.INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes I5QNo IF YES, PROVIDE A COPY. 8%Ch"eck Bo x,After Reading.;The owner/contractor/design,professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Cade APPLICEITION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of xhe Town of Southold Suffolk eoun ty,New York and other applicable Laws;Ortlinances or hegulations,for the construction of.buildings„ ,additions,alterations`o fof re or demolition as herein applicant agrees to comply with all applicable laws,ordinances,building code, iti 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 sectiom230.45 of,the New York State Penal Lalw. Application Submitted By( Pi t,na e):AMP Architecture, WAuthorized Agent ❑Owner Signature of Applicant: Date: I q. ��• ' j o1.3 STATE OF NEW YORK) `-SV COUNTY OF 11:::t 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. . i.. 13A ARA H.TANG" Sworn before me this Notary Public,state Of Nlew''Mbl* No. 01 TA6086001 Qualified In Suffolk ccru�yr day of , ......... � 20s 3 _ Commission Expires 0 '�►d1 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Joseph Cella & Natasha Foy residing at 935 Laurelwood Drive, Laurel, NY do hereby authorize AMP Architecture to apply on (I:h f to thATown of Southold Building Department for approval as described herein. 41�Az I ZIL L-2 1.2- 7 Owner's Signature Date Print Owner's Name 2 SITE PLAN HATCH KEY: PROP05ED BUILDING ADDITION o ® PROPOSED ACCESSORY STRUCTURE t: Ld W PROPOSED 2ND 5TORY _..I D CN Q ++ Lo ELL C O '_ O w � 0 c a. a x U N C o 5 co i�O.II 0 0m ;- Lo ` ON2 °2 '0 ++ z Q O 0 .. r nl � 12m0 II ' rn , "`M }- . EAR 5E75Ar--,< 1 EXIST. SHED -7.8' x 12.2 ' LOGAT I ON MAS' � 1 SCALE: NTS I I I RO�IE7 5FE : FAOE <EY : I I < I _ IL�� I _ (5-QQ 1 .00 PROJECT LOCATION &SCOPE FROFOSED INTERIOR RENOVATIONS W/ RELOCATED BATHROOM SITE PLAN & ZONING DATA �4 I ROOM, LAUNDRY CLOSET, MOD KITCHEN ARES II� I i �-OO2 ,QQ GENERAL NOTES � II1WIRO� �� �tT : ENERGYTABLE EXIST. C�-4ZZ�0 STRUCTURAL DESIGN CHARTS PROJECT / ZONING DATA C�-OO�J.00 HOEDOWN, ANCHOR BOLT, I ' TAX MAP # 1000-127-7-2 STRAPPING, & NAILING DETAILS EXIST. HOT TUEFASTENING SCHEDULE ZONING DISTRICT R-40 CONFORMING EXIST. I S..r. D. DEG LOT AREA I.0 ACRES .00 FRAMING GRAPHICS BEAM CONNECTION PATTERNS EXIST. SLATE-] CofO - MAIN HOUSE #Z-28658; 08/07/02 FIREBLOCKING DETAILS CofO - DECK $ GAZEBO #Z-17aga; 05/041e� - 1 Q 1 .00 PROPOSED DEMOLITION PLANS CofO - IN GROUND POOL #38846; 05/05/1"1 I I I y I Z I W I u �-�.0' I I - 102 .00 PROPOSED FIRST FLOOR PLAN o 1 I LOT COVERAGE Si�HLT - EXIST. u 1 SOUTHOLD TOWN CODE (280-16) It 2 STRY ---� DESCRIPTION (FOOTPRINT) AREA � LOT r V)NELL I NC - I COVERAGE A-2O ,QQ PROPOSED EXTERIOR ELEVATIONS I � a 1 I TOTAL LOT AREA 44,518.1 S.F. p a.2 1 '�I 0�Q ►i EX15TINO MAIN DWELLING 1,'7cfc{.I S.F. 4.0, PROJECT: 'I EXI5TIN5 DECK, GAZEBO $ HOT 712.4 S.F. I.6% �- 1 Q ,QQ DWV/ WATER SUPPLY RISER EXIST. SLATE TUB GAS RISER 1 I MAL<WAY EXISTING SHED 015.2 S.F. 0.2% CELLA - _ - TOTAL AREA OF ALL STRUCTURES 2606.7 S.F. 5.1% RESIDENCE I ' 5QI FRONT S E T5 A(f,< I MAXIMUM LOT COVERAGE ALLOWED: 20% - 1 IMPERVIOUS SURFACES < 8" FROM GRADE ' O EXIST. ASPHALT DRIVEWAY 3285.'1 S.F. 7.43o 935 LAURELWOOD DRIVE LAUREL NY 11948 O r I EXIST. 5LATE WALKWAY 726.8 S.F. 1.6% 1 I TOTAL LOT COVERAGE INCLUDING STRUCTURES <8" FROM GRADE 6617.2 S.F. 14A% DRAWING TITLE: UJ I I -� PROJECT LOCATION & SCOPE ZONING REGULATIONS MAIN BUILDING SITE PLAN & ZONING DATA -Q I SOUTHOLD TOWN GODS (280-16) _ I ! O L- - - - - - - - - - - - - - EXIST. PROPOSED COMPLIES i PAGE: MIN. FRONT YARD 50.0' -10.01 70.0' YES L A U R E L N Q 0 D R I E MIN. 51DE YARD 15.0' 50.0' 50.0' YESG-001m00 MIN. COMBINED 55.0' Q8.21 018.2' YES y� 51PE YARDS MIN. REAR YARD 50.01 156.4' 156.4' YES DATE: 8/30/23 1 OF 8 MAXIMUM HEIGHT 55.0' 22.1' 22.1' YES 11 51 TE FLANSITE LAYOUT NOTES: I. THIS 15 AN ARGHITEGT'S SITE PLAN 4 IS ¢' r, D SCALE: I" = 20'-0" SUBJECT TO VERIFICATION BY A LICENSED s �<, SURVEYOR. THE INFORMATION REPRESENTED ON THI5 51TE PLAN IS TO THE ARCHITECT'S BEST OF KNOWLEDGE. P f` 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED SEPT, 17 2012 ,a AND PREPARED BY: KENNETH M. WOYGHUK LAND SURVEYING, PLLC PO BOX 153 ' AOUE505UE, N.Y. IIci51 TELEPHONE: (651) 2q8 1588 CARPENTRY WOOD FRAMING MATERIAL STANDARDS ELECTRICAL: /� \ / /� NOTES 4 SPEC I F I CATI ONS I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 8'15) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM A55RE Y I AT I ON�.�" 0- IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEE'=THIS CONSTRUCTION DOCUMENT BINDED OTHERWISE NOTED, OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY TO 2011 NATIONAL ELECTRIC CODE, NFPA?O AND 2020 NEW YORK STATE Q T06ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACT'OR'S RESPON51BIL11Y TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING ENERGY CONSERVATION CONSTRUCTION CODE. BD. BOARD INSUL. INSULATION SPEGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR S EOUS BY AN APPROVED uj AOENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON BFE BASE FLOOD ELEVATION INT. INTERIOR w 8 MIN. FOUNDATION EXPOSURE. GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE COMPLETION OF WORK. W GENERAL SHALL BE DEEMED TO CONFORM TO THE REOUIREMENTS OF THI5 DOCUMENT 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO BLDG. BUILDING K KIPS (1000 LBS) J I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE BILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"x6" (THI5 DOCUMENT IS A MEAN S REFERENCE TO THE CURRENT AMERICAN WOOD 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: APPLICABLE BUILDING DEPARTMENT. I5 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME EDNSTRUGTION MANUAL AND THIS PS FORMAT, A5 - GENERALLY,VERIFY wl PROVIDE HARD WIRED APPLICABLE AS A DERIVED WORK). SMOKE DETECTORS w/BATTERY BACK-UP IN: BM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS (V 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR B.O. BOTTOM OF MAX. MAXIMUM C 0) ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL I-JOISTS, S LUMBER, GLUED LAMINATED TIMBER, A. EACH SLEEPING ROOM PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, BOT. BOTTOM MEGH. MEGHANIGAL 0 STRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. _ �-- PREFABRICATED WOOD TRUSSES, 6YP5UM, HARDBOARD, AND STRUCTURAL B. OUTSIDE OF EACH SEEPARATE 5LEEPIN6 r' 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6RADIN6 AREA IN THE IMMEDIATE VICINITY OF c w r- 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS,AND WALLS. RULES SPECIFIED IN 1.1 THROUGH 1.8. THE BEDROOMS (GENERALLY THE HALLWAY) [BOTTOM OF WALL MIN. MINIMUM O AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, G. EVERY LEVEL OF DWELLING FG.J. CEILING JOI5T NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ig88 0 m Z �}- 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED (BA5MENT, FIRST FLOOR, 4 SECOND FLOOR, ETC,) �GOL. COLUMN NYG BG NEW YORK CITY BUILDING CODE D- C T OF THE OWNER/BUILDER BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AOENGY '7. ALL BEAMS, OIRDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE v 'Y N 5. ANY OMISSIONS OR DISCREPANCIES Of° PLANS AND/OR JOB CONDITIONS AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE MECHANICAL, FUEL OAS: CONT. CONTINUOUS O.G. ON CENTER � Q U SHALL BE CLARIFIED WITH THE ARCH ITEC VEN&NEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. 6RA0EMARK SHALL INCLUDE AN EA51LY DISTINGUISHABLE MARK OR c m +_+ (.0 WITH THE WORK. INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE I. MECHANICAL AND FUEL 67A5 SYSTEMS SHALL COMPLY w/ THE DBL. DOUBLE OCG. OCCUPANCY T' 4. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE NYS MECHANICAL CODE AND FUEL 6A5 CODE L 0 ++ Lo 6. NO DEVIATIONS OR CHANSES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-44. ♦ DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION ' N O UNLESS APPROVED BY THE ARGHITEOVENOINEER. 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 2. ALL MECHANICAL SYSTEMS, APPLIANCES, 4 EQUIPMENT SHALL BE LISTED, Q 0 m 0 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED LABELED, 4 INSTALLED IN ACCORDANCE w/MANUFACTURER'S SPEC.15 4 CODE. DIM. DIMENSION P. GONG. POURED CONCRETE /� \ 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PA6E 6-003. GENERALLY,SHEATHING 15 OF 1/2" THIGKNE55 ON WALLS AND TIMBERS. W BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS 3. ALL FUEL 6A5 SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDIN65 D.J. I�DECK JOISTS PL. PLATE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENT5 WHEN 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED SHALL BE EQUIPPED w/FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. APPLICABLE. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM 05055 SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTINOU15HED. EA. EACH PLYWD. PLYWOOD 4. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING,GENERALLY, OF 3/4" THICKNESS AND GDX GRADE. 4. SUPPLY 4 RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED . . NAILING AS PER FASTENING SCHEDULE DUU STANDARD SPECIFICATION FOR E5TABLISHIN6 AND MONITORING LE ON PAGE 6-003 AND GLULU STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS ED, U.O.N. DOCUMENT, THE OOVERNIN6 BUILDING CODE AND ANY ADDITIONAL COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED ELEV. ELEVATION PTPRESSURE TREATED 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE TO AN R-VALUE OF AT LEAST (NY5 EGG R403.3): EQUIP. EQUIPMENT REO'D REQUIRED 4_ _ CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR 5HEATHIN67 TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR EVALUATION REPORT. APPROVED EQUAL. DUCTS 3"4' 4 GREATER, LOCATED IN ATTIC: R-8 EXIST. EXISTING ER, RISER 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES DUCTS UNDER 3.0, LOCATED IN ATTIC: R-6 �-/ AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HE16HT5 AND AT USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF DUCTS 3"CP 4 GREATER, OTHER PORTION OF BUILDING: R-6 EXT. EXTERIOR 1 RM. ROOM PERM155ION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. ASTM 05456 STANDARD SPECIFICATION FOR EVALUATION OF DUCTS UNDER 3"-P, OTHER PORTIONS OF BUILDING: R-4.2 n 1 12. THE ARCHITECT 15 NOT RETAINED FOR. SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS RECUIEN, THE F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER \lJ GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED V-O" AND AT EVERY V-O". SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORT. FAR FLOOR AREA RATIO STL. STEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE 1.5, PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED F.A.V. SH AIR VENT S.V. SMART VENT • -{- 6-003. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 60VERNIN6 BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE RUBBISH, WASTE MATERIALS, TOOLS, ETC„ GLEAN 6LA55 AND LEAVE WORK NECESSARY. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DE516N DRAWINGS, FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLA55 U BROOM GLEAN. OR THE MANUFACTURER'S CODE EVALUATION REPORT. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 0-003. F.J. FLOOR JOISTS THK. � THICK 15. THE CONTRACTOR SHALL CARRY WOR.KMAN'S COMPENSATION AND 6ENERAL 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. MEET THE PROVISIONS OF ASTM 036 5PEGIFIGATION FOR 6YP5UM FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB WALLBOARD, ASTM 03.7 SPECIFICATION FOR &YP5UM LATH, OR A5TM C'i4 __. Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. SPECIFICATION FOR &YP5UM 5HEATHIN6 BOARD. FRGS FLOOD RESISTANT CONSTRUCTION ELEVATION Tr l TREAD ° THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 14. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL FR. I FRAME TYP. TYPICAL nl COMPLETION OF PROJECT. AS PER PAGE 6-003. MEET THE PROVISIONS OF AN51/AHA A135.4 BASIC HARDBOARD OF n W I'1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, 20. "P.T." SPECIFIE5 PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING. rFRPR. FIREPROOF U [M LESS LESS OTHERWISE NOTED L_L_ ARGHITEGT/EN6INEER, AND THEIR AOENT5 AND EMPLOYEES FROM AND AGGORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 1.8 STRUCTURAL PANELS: FTG. FOOTING VERT. VERTICAL AGAINST ALL CLAIMS, DAMAGES, 1.055E5 AND EXPENSES, INGLUDIN6 TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRU5HIN6, DIPPING, OR 50AKIN6 UNTIL THE WOOD 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALLGYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS,DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND INJURY TO OR DESTRUCTION OF TANOIBLIE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH A5: HANSER5, NAIL5, 5CREW5, FLA5HIN6, ANCHOR BOLTS, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY H.D. HOLD DOWN w/ WITH ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HDR HEADER WD. WOOD CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EVALUATION REPORTS. HNGR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE! FOR WHO5E ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: BE LIABLE REGARDLESS OF WHETHER OF' NOT IT 15 CAUSED IN PART BY A A. TRU55 JOIST MGMILLIAN 1.4E MIGROLAM 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND HOR. --� HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE 6-P LAM BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET P5L (PARALLEL STRAND LUMBER) DENOTES: THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 15. ALL MATERIALS, ASSEMBLIES, AND ME'.THOM OF CONSTRUCTION INGLUDIN6 A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT BUT NOT LIMITED TO FORM-WORK, BLOCK:WORK, FRAMING, NAILING, PLAGIN& ALL TO BE INSTALLED AS PER MANU. 5PEG.'s STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR APPLICABLE GORE EVALUATION REPORTS. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN55,5PECIFIGATION5, 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GODE5 AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE 6OVERNIN6 BUILDING CODE, 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REOUIREMENT5 SET FORTH IN THE MANUFACTURER'S APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY AUTHORIZATION OF THE ARCHITECT/ENGINEER. CODE EVALUATION REPORT. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE I /`� �/� I'"�C� I4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. INSULATION F E N E S T R A T I O I `4 R E O U I R E I " I E I `4 I 5 NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 1.6.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL SHALL MEET THE PROVISIONS OF AN51/AHA AI44.1 CELLUL0510 RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT FIBERBOARD OR ASTM 0208 STANDARD 5PEGIFICATION FOR 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTINO WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED CELLULOSIC FIBER INSULATING BOARD. WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE PROPOSED C)E51ON GORE PRE5CRIP7I\/E VALUE � HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. COMPONENT \/ALUE 01 TATI ON (PER 2020 NY5ECCC) COMPL I ES 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 22. PROVIDE FIREBLOCKINS A5 PER NEW YORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATIONIMAX. U-VALUE = 0.32 HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE U-VALUE = 0.25 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE OL05ER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. FENESTRATION U-VALUE AIR LEAKAGE = 0.30 GFM/5F MAX. AIR LEAKAGE = 0.30 GFM/5F YES UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GF:O55-SECTION. PER 8402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 COPYRIOHT PROTECTION ACT OF 1440 (AWCPA), WHICH HAS SEVERE PENALTIES. CO FASTENERS AND STANDARDS SPERS: ALL FASTENERS AND GONNEGTORS SHALL CONFORM TO THE STANDAF:DS SPECIFIED IN M 2.2.1 THROUGH M 2.2.'1. 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE EXTERIOR (211x6") WOOD MIN. R-VALUE = 20 (CAVITY) CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, R-21 BATT IN5ULATION YE5 GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS AND TABLES ON PAGE 6-003 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME $ 18.2.1 SQUARE AND FRAME WALL R-VALUE PER TABLE 8402.1.2 - CLIMATE ZONE 4 ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SPECIFIES THE REOV NAILING FOR THE 5HEATHIN6(ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). N CONSTRUCTION;SSTD 10-414 AND 2018 SBC HIGH WIND EDITION WOOD FRAME H SPEC,IFI CATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING Z CON5TRUGTION 2.2.2. LAO SCREWS: LAO SCREWS OR LAS BOLTS SHALL COMPLY WITH ANSI/ HOT WATER PIPE MIN R-VALUE = 3 w 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED A5ME 818.2.1 5OUARE AND HEX BOLTS AND SGREW5 (INCH SERIES). INSULATION R-3 PIPE INSULATION PER R403.4 4 R403.5 YES FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). g HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT O INCLUDED IN THE STANDARD BUILDING% CODE, SECTION 2306 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN U COMPLIANCE STATEMENT: WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, BE USED IN ACCORDANCE WITH MANUf=ACTURER'5 RECOMMENDATIONS. STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, TO THE: BEST OF MY KNOWLEDGE, BELIEF, AND PROFEESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE: IN TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNIN6 BUILDING GODS, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS. GOMPLIANGE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION GODS U51NG CHAPTER 4 [RE]. 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT. DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/(2) 1/2" 4' ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® 2,2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. HALLS). FOR ANY 6A5E ARE SPECIFIED, MINIMUM ASTM Ab53, STRUCTURAL QUALITY, Q POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORGINO (® MIN. ISS GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL p 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL WIDE 3 COUR5E5 OF 50LID BRICK MA50NRY CENTERED ® POSTING, U.O.N). MEET THE REQUIREMENTS OF THE 60VERNIN& BUILDING CODE AND ANY 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE HOWEVER, WHEN COLUMN OR P05TIN6 15 PART OF THE LOAD PATH FOR USE ADDITIONAL REQUIREMENT5 A5 SET FORTH IN THE MANUFACTURER'S TABLE R301 .7 CLIMATIC 4 OEOORAPHIG DESIGN CRITERIA PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER 5TUD5 IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ GORE EVALUATION REPORTS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE e" LONG 2 .2.5. NAILS: NAILS SHALL COMPLY WITH A5TM F 166'1 STANDARD ��55NON LOAD 25 LBS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING w/ 6" RI5E 4 w/ (2) 5/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LE&5 SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. RAFTERS EXCEPT WHERE COLLAR TIES OF I x6 OR 2x4 LUMBER IS SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PASSE 6-003. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES DEFLECTION STRUCTURAL MEMBER ALLOWABLE ELOCATED IN UPPER THIRD OF ATTIC :iPAGE AND ATTACH TO EACH PAIR OF BA510 WIND SPEED 130 MPH CELLA RAFTERS. 6LA55 WINDOWS AND DOORS SHALL MEET THE REQUIREMENTS OF THE OOVERNIN& BUILDING GORE RESIDENCE I. ALL 6LA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. AND ANY ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY $ b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. MANUFACTURER'S CODE EVALUATION REPORTS. LADO 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER W/NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATEOORY B 7. FLOOR TO FLOOR HOLD-DOWNS TO EE PROVIDED EVERY 48" AND EVERY CLEARANCES ARE PROVIDED. 2.2.1. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 ISS" WITHIN 4' OF EXTERIOR CORNERS. WOODSGREWS (INCH SERIES). INTERIOR WALLS 4 PARTITIONS H/180 WEATHERING SEVERE AURELWOOD DRIVE 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED H ALL SLIDING NILA55 DOORS, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER UNLESS OTHERWISE NOTED. PLUMBING FLOORS 4 PLASTERED CEILIN05 1-/360 FROST LINE DEPTH 3'-O" LAUREL, NY 11948 OF AND 3x3 xiWASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW) PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN 5TRIGT ACCORDANCE WITH SYSTEMS TO NY5 PLUMBING GORE AND NYS DEC REGULATIONS. ALL OTHER STRUCTURAL MEMBERS L/240 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MASONRY MANUFACTURER'S SPECIFICATIONS. TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. DRAWING TITLE: AND AT SPA01N5 NOT EXCEEDING 4' ON CENTER. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE EXTERIOR WALLS W/ PLASTER OR 57UCCO FINISH H/360 ICE BARRIER REQUIRED YES ENERGY CONSERVATION CONSTRUCTION CODE. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANOE5 IN DIRECTION GENERAL NOTES CODES AND REFERENCE STANDARD: b. PROVIDE FLASHING PANS UNDER ALL SLIDING AND AT BASE OF VERTICAL WASTE PIPES. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 6LA55 DOORS, WINDOWS, OR ENERGY TABLE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 FOOT. EXTERIOR WALLS - WIND LOADS W/FLEXIBLE FIN15HF-5 L/120 STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK 7, ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL STATE ENERGY CONSERVATION CON5TFWCTION CODE. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF - DISH WASHER........................................ " 8. ALL 6LA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 - KITCHEN SINK........................................2" WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. - LAVATORY...............................................2" CON5TRUGTION MANUAL BY THE AMERICAN FOREST 4 PAPER ASSOCIATION STRUGTURL DESIGN LOADS PAGE: (AF4PA) AMERICAN WOOD COUNCIL (AWG). - SHOWEF✓TUB.......................................... 4. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH - TOILET........................................................3" _ ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE - LAUNDRY ...............................................5" G-002m00 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH - FLOOR DRAIN.......................................... USE �r LIVE LOAD DEAD LOAD PLUMBING GORE. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: MESION PRESSURE, 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EORESS THROUGH ROOF. EXTERIOR BALCONIES 40 psf 15 psf MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. REQUIREMENT5. 1. PROVIDE FRO5T-PROOF HOSE 5I55 WITH EASILY ACCESSIBLE DRAIN 4 DECK5 40 psf 15 psf 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201'1 NATIONAL ELECTRIC 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN 5TAIRWAY5 SHALL BE DRAIN GOOKS A5 REO'D. H05E 5I55 SHALL BE PROVIDED WITH BACKFLOW CODE, NFPA"70 AND 2020 NEW YORK STATE ENERGY CONSERVATION TEMPERED 6LA55. PROTECTION. DATE: 8/30/23 2 OF 8 CONSTRUCTION GORE. PASSENGER VEHICLE GARAGES 50 psf A5 PER PLAN 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED GYPSUM WALL BOARD &LAZED OPENING PROTECTION SHALL MEET THE REQUIREMENT5 OF THE LARGE WITH BACK FLOW PROTECTION. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf I. &YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT MISSILE TEST OF A5TM E14g6 AND ASTM EI886 AS MODIFIED BY 2020 NYS BG COMPOUND METHOD. 5ECTION 301.2.1.2.1. OARAOE DOOR GLAZED OPENING PROTECTION SHALL MEET q• THE WATER SUPPLY AND 5AN17ARY SYSTEM SHALL COMPLY WITH LOCAL 2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND CEILING, UNLE55 THE REQUIREMENT5 OF AN APPROVED IMPACT-RESISTANT STANDARD OR HEALTH DEPARTMENT STANDARDS AND REGULATIONS. ATTICS WITH 5TORA6E (MAX CLEAR HOT > 42") 20 psf 15 psf AN51/DA5MA 115. OTHERWISE NOTED. WATER RESISTANT (1^LR) AT BATHROOMS AND WHERE 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf 15 psf DEEMED APPLICABLE. 12. A5 AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH TO CONGEALMENT OF PLUMBING. A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL 5LEEPIN6 ROOMS 30sf 15 psf 3. 5/8", ONE HOUR RATED, TYPE 'X' 6YPSUM BOARD ON CEILING AND WALLS BE PERMITTED A5 GLAZING PROTECTION. PANELS SHALL BE PRECUT AND 11. NOTCHING AND BORING OF STUDS,JOISTS, RAFTERS AS PER BUILDING CODE, p p (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE NO NOTGHIN& AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED ` fF PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS NOR ANY POTENTIAL DAMAGE THEREOF. IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING STAIRS 40 psf 15 psf EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE p p 7'r' Vie„ CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 8301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENTE I'' CORROSION-RE515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED GUARDRAILS AND HANDRAILS 200 psf 15 psf 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES; CORNERS, AND EDGES SHALL BE ON THE BUILDING. �- TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. psf ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 IZ psF FOR ATTIC �:� '�'hti ": �..,��.`;� p 15 psf FOR CATH. S. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENIN&5. *ALL 5TRUGTURAL DESIGN CON51DERATIONS ARE IN CONFORMANCE WITH 6. FASTEN GYPSUM BOARD AS PER FASTIENINO SCHEDULE ON PAGE 6-003. A50E '7-I6 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES) HOL.DONN DETAILS T)` =1 GAL. NA I L_ I NC/STRAFE=I NC REOU I RE1v ENTS FORFASTFE �- ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL. FT, SHEAR, $ LATERAL lel IND RES I STANCE NOTE: 7HI5 5GHEDULE DOES N07 NIG!DE NAILING FOR METAL FRAMING STRAPS Q SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR 5TRAPPINC AND NAILING REQUIREMENTS, W "ALL STRAPPING TO BE V4"x 20 GAUGE -- "5IMP50N" EQUIVALENT - 0520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) J ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE a FUSE IOd NAILS IF 5TRAPPIN5 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) N HO1_DOWN 'A�' HOLDOWN 'B' DESCRIPTION =AND R SPEC. FASTENER 0 c rn CONNECTION A NA I L_ I NO OR D ANTITY SPACINGw Z 0 FOR FIr- OUNDATIONST AT RAFTER TO RIDGE ROOF GE I L I NO FRA'<M I NO C) �ry }- --" GONNEGTI ON: 1.DIM's ARE ALL MIN,a's BASED ON USE OF ONLY A 16d O U-) Z ENDWALL W ENDALL ~ "-" COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PACE 6-003 PER RAFTER (5) 2x FULL (5) 2x FULL CORNER STUD "" �`� 2" 2.HOOD 15 ASSUMED TO BE D,F,02 4 BTR. IN DRY USE � w �- w N HEIGHT STUD HEIGHT STUD CONNECTED TO "�"""� FOR STRAP - 3 8 d'* COMMON R.R. 211 SERVICE x � CORNER STUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER J015T � %.0 U TRACONNSFERS TO 5.SHOULD THE HOOD IN USE PRESENT A SPLIT POTENTIAL TRANSFER SHEAR h — (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL O c m "SIMPSON" HDQB FOR ROOF SLOPES UNDER 5:12 WITH • • • ' • • • HOLES,SET NEH MEMBER. GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-005 EACH LAP :~ HOLDOWN ANCHOR ® 2-16d COMMON NAIL COMMON ROOF SPANS OF 24' OR GREATER 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED N LOCATIONS NOTED NAILS ® 6" O.G. 4 � • � • � • ��.+ � ++ � 7 NAILS ® b O.G. ON PLANS 10" O.G. IF BLOGKE USE 4 5 d COMMON NAILS ® EA. • • GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) 5-I6d COMMON EACH LAP C 0 O" O.G. IF BLOCKED CORNER POST ~.. END OF STRAP. / ° • • 5.SEE SECTION 6 FOR N CJ G.TIES ANY REQ'T TO CLINCH THE NAILS(TO Q m Q CORNER POST TIGHTLY BOND THE END OF THE NAIL TO A 90° ANGLE,SEE COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PACE 6-003 PER TIE /w\ `~ &RAPHIC BELOHJ "51MP5oN" HDQB '-•...,,�� THE ABOVE ASSUMES A RAFTER 4 HOLDOWN ANCHOR ® SPACING OF 16" O.G.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END LOCATIONS NOTED OF 24" O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS a SPIKES d TABLE ON PLANS FACTOR OF 1.5. CR 4-1. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END CONNECTION BI 52 AT RAFTER TO TOP PLATE TO STUD WALL FRA><MINO -4—j HOLDOWN INSTALLATION OPTIONS: d GONNEGTION: FOR NEW P. GONG. FOUND.'s -~"`"� o FOR STRAP - 5 8 d* COMMON NAILS ® EA. E32 "'"" TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT m • HOEDOWN CAST IN PLACE w/7/b"� THREADED ROD END OF STRAP. . . l I I FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s WHEN IN TOWN OF ISLIP R NAILTOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-16d COMMON JOISTS - EA. 51ME '`..� • • SEE OING I 7/b"4' THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO • NOTE M5 GEOMETRY EXCEEDS THAT PERMITTED IN • CONCRETE w/ "51MP50N" SET (HIGH STRENGTH EPDXY MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. • ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT SIMPSON #H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) "'`• • HEADER TO HEADER (FACE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGES FOR TOENAILIN6 - 3 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) U FILL TOP 2 COUR5E5 SOLID 4 CAST IN PLACE HOLDOWN USE SAME • TOP or BOTTOM PLATE To STUD (END-NAIL) 2-I6d COMMON PER STUD w/7/b"Q' THREADED ROD CONNECTION ~_„ - FOR G.J. TO R.R. - Q I6 d COMMON NAILS REQUIREMENT5 FOR --• ” BOTTOM PLATE TO FLOOR JOI5T, BAND JOIST, RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJO15T, or BLOGKIN6 (FACE-NAIL) 2-I6d COMMON 1� PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE OR BELOW HOEDOWN 'G' HOEDOWN 'D' 2 16 d COMMON NAILS CD FOR G.J. TO G.J. - I I6 d COMMON NAILS FLOOR FRA'<MINO Q FOR NEW 4 EXIST. v J FOUNDATIONS FOR NEWLY POURED CONNECTION GI C,2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-bd COMMON PER JOIST FOUNDATION ® ONE STORY ONLY (5) 2x FULL ENDWALL HEIGHT 5'TUCORNER STUD BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END D CONNECTED TRANSFER SHEAR BLOCKING TO J015T (TOE-NAIL) 2-5d COMMON EACH END AT STUD TO FLOOR ASSEMBLY 'SIMPSON" HDQB (3) 2x FULL "� • BLOCKING TO SILL or HOLDOWN ANCHOR ® _ 2-I66 COMMON HEIGHT STUD »~""" "' '"'"'~ TO STUD CONNECTION: 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 4 ,, --"' ° TOP PLATE (TOE-NAIL) ON PLANS 10" O.G. IF BLOCKED i ~""'• N. CORNER P05T G I FOR STRAP - 3 8 d* COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH JOIST NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-bd COMMON PER JOIST ° N h FOR EA. PLATE To STUD ABOVE 4 OR 2-I6d G N I BELOW - _� I6d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER J015T NAILS ® " D. "•-`'` ' BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON 1 PER FOOT ROOF SHEATH I NO ° d d STRUCTURAL PANELS: INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD a "SIMPSON" ST D14 CONNECTION DI $ D2 5LOOKIN6 PERIMETER EDGE ZONE 5 ad COMMON b" EDGE /b" FIELD HOEDOWN INSTALLATION OPTIONS: ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 w/ ad COMMON 4" O.G. FOR NEW P. GONG, FOUND UP TO 9" RAKE OVERHANG HOLDOWN CAST IN PLACE P4/"7/5"4) THREADED ROD ~""" x""" • FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s ~''" • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEA'<TH I NO 7/5"41 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) CONNECTION: D2 _ -- ---- CONCRETE w/ " N" SET (HIGH STRENGTH EPDXY CORNER FOR STRAP - 3 8 d* COMMON NAILS ® EA. ADHESIVE), 4 FOROR 'I TEMP.'s O°F-40°F USE "51MP50N" AT FROM GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD (HIGH STRENGTH ACRYLIC, ADHESIVE) ONE #4 REBAR ° SPECIFIED ON I �" -' " END OF STRAP (WRAP STRAP UNDER SILL PL)FOR EXIST. /NEW G.M.U. �GONG. BLOCK) TYP. FOUND. NOTE • I WA'<LL SHEATH I NO FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOEDOWN TYP. ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - w TREADED ROD 12_ 16 d COMMON NAILS STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD ° ALTERNATE GONFI6URATION - ABOVE STUD TO STRAP w/(') 5d COOLERS 7 EDGE / 10 FIELD GYPSUM WALLBOARD 1 FLOOR CONNECTION w/ # LPT4 51MP50N (OR -- --•-•---•.."�y 8d NAILS• EA.END z N A I L_ I N C/S TRA F F N O ® lel I N D O lel/DOOR H E A D E R STANDARD/A'<LTERNATE EQUAL) ® PLATFORM TO SILL PLATES "`"~-•. �" OF EA.STRAP TO W EA.JOIST-(FOR FLOOR SHEATH I NO (SUSFLOOR) ALTERNATE USE 0 NOTATION: SIMPSON H25 0 A -NUMBER OF ad NAILS ® EA. END OF STRAPPING (2018 WFGM,TABLE 3.7,P. 189) CONNECTION E STRUCTURAL PANELS: B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 5.25B,P. 9I) ~~"" """�" I" or LESS: ad COMMON b" EDGE: / 12" FIELD """~~~"""-"�" GREATER THAN I": IOd COMMON 6" EDGE; / 12" FIELD G - NUMBER OF FULL HE16HT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM,TABLE 5.25G, P. 2q: ; " .- ~~ • ALTERNATE AS PER TABLE 5.25D P. 2") D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE '"""""~~ "" "�� • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. D (2018 WFGM, TABLE 3.7, P. Ib9) IW- A E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P. 288) 1+1 AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING I5 REDUCED. a F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS) ® EA. IDE a PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 38,P. 191) 'I° d ° ° SLAB ON GRADE APPLICATION: SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR °d ° ° ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. dPROJECT: g° 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF ° FOR STRAP - 3 5 d* COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I6D NAIL PER FOOT, "�'`^-•., ""� ° 5 - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH CELLA FASTENING SCHEDULE B ".� END OF STRAP (WRAP STRAP UNDER SILL PL) F ° d ° SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPF-NINC75 "~ �`'"�" ° s FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) 2 16 d COMMON NAILS RESIDENCE A NOTATION SIGNAGE FOR TRUSS TYPE, PRE-ENGINEERED :p._:0FNU7r H WOOD AND O / R TIMBER GONSTRUGTION THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 935 LAURELWOOD DRIVE 2'-0" 2 1 1 1 1 1 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE LAUREL, NY 11948 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 4 1 2 2 2 2Si=L_ I G I NC O TOS fi L_ T OA E3LE ENDWA'<LL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE PROVIDE (2) 2"x10" HDR (MIN) U.O.N. b'-0" 5 I 3 3 3 3 BRAGINO/STRAPPINO AUTHORITY HAVING JURISDICTION: DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"x6" (MIN.) TOP PLATE BLOCKING 2 FOR RAKES 12"OR HOLDOWN ANCHOR BOLT 8'-0" '7 2 5 4 4 4 }— SPLICE —} BAYS BACK 0 LESS PROVIDE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BLOGKIN6 0 12"O.G. CONSTRUCTION TYPE DESIGNATION SHALL LENGTH FOR WIND - EXPOSURES 64G - FOR WIND - EXPOSURES 54C — 4'-011 O.G. TO ACHEIVE RAKE O.H. BE "I", "II", "III", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF BUILDING MINIMUM SPLICE'��°'` BUILDING MINIMUM SPLICE"A,4 THE NY5 BG. DIMENSION (FT.) LENGTH (FT) DIMENSION (FT) LENGTH(FT) TYP. STRAP w/(3) ad NAILS EA. END DESIGNATION FOR STRUCTURAL PAGE: 12'-O" 21-011/21-61, 12 3 '-O" '-O" OF EA. STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, G-003m0aG Ib-o3-O /3-9Ib-o4'-0" ATTIC PRE-ENGINEERED WOOD, OR TIMBER ANGHOR LJOL.T SFE� IFIGSTIONS � ' . ` CONSTRUCTION AB FOLLOWS: 20'-0" 4'-O"/5'-0" _011 5'-0" F = FLOOR FRAMING, INCLUDING SPECIFICATION (2018 WFGM TABLES 5.2A $ 3.25, P. 15'7-160) BLOCKING 2 BAYS GIRDERS 4 BEAMS CORNER 59° — 24'-O" 4'-O"/5'-O" 24'-O" 6'-O" BACK 0 4'-O" O.G. - "R" = ROOF FRAMING CONDITION FOR ALL STRUCTURES: - "FR" = FLOOR $ ROOF FRAMING DATE: 8/30/23 3 OF 8 5/b"4) ANCHOR BOLTS ® 501" O.G. 28'-O" 5'-O"/6'-5" T-O" • 52'-O" b'-O"/7'-6" 52'-O" 8'-O" SECOND FLOOR 56'-011 T-0"/8'-9" 56'-0" 9' NOTES: I.TABULATED SPLICE LENOTH5 ASSUME TOP PLATE-TO-TOP PLATE Y ` BLO CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE GKIN6 2 B •' Y'F:, " „ LEN6TH5,THE NAIL 5PAGIN6 SHALL BE REDUCED IN ORDER TO 40'-0" b'-0"/10'-O" 40'-O" II'-0" - ,t w/ 5" SQUARE WASHERS AND END NUT SETUP; PROVIDE AN EQUIVALENT NUMBER OF NAILS BACK 0 4'—O" O.C. I. MIN. '1 EMBEDMENT INTO CONCRETE 2 TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED -oil - - _ ENDI_ I I 11 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL 5010 0 /12 6 50 0 13-O STROKE v, ,�' {. CONDITION 5.TABULIN ATED SPLICE LEN6TH5 ARE BASED ON 8 FOOT HALL 60-O 12-O /I5-O 60-O I6-O d OF STRAP STRAP 1' Y ti iv TOP TWO COURSES SOLID � y I II I II 1 11 1 11 1 II 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEI&HTS FOR OTHER HALL HEIGHTS,H,THE TABULATED UNITf r; LATERAL LOADS SHALL BE MULTIPLIED BY H/b; I 11 1 II 1 II 1 11 FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70-O 14-O 70-O IQ-O NOTED MIN.SPLICE LEN6TH BY THE FOLLOWING FACTOR , °FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL- 1.125 tl C" • '� 5. ANCHOR BOLTS ARE TO BE BETWEEN b" 4 12" (ADDITIONALLY,ROUND UP To THE NEAREST FOOT)1 60'-O" ib'-O" 80'-O" 22' (SEE DIAGRAM TO LEFT) 10'HALL- I25 REFLECTIVE REFLECTIVE~ BLOCKING 2 BAYS 11'WALL- 11.5 THIS COLUMN w/MULTIPLIER BACK® 4'-0" O.G. RED PANTONE WHITE 12'WALL- 1.5 #18-i 4. COORDINATE w/ HOEDOWN LOCATIONS FOR 10'-0" WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD&RADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-Uig C IRDERS, 3 OR MORE SUfi PORTS (THAT EXCEED FRAMING 5TANDARD5, IT 15 REG'D FOR FRAMER TO HAVE A FREBL_OCK I NC FOR FL_ATFORM FRAlvf I NC a. WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL (AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULEQ ASSEMBLY REQUIREMENTS: (FOR ENC I NEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEC.I s FOR ADDITIONAL IN ,AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) -- --- BETWEEN 1/6p a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION DESCRIPTION �� TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER W BLOCKING UNDER LOAD BEARI NC WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-5TOPPIN6. J NON-LOAD BEAR I NC WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS• 12"O.G. P THE SPAN LENGTH FROM AN INTERMEDIATE • 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST (V STUDS STUD B (')ROWS IOd NAILS• 1211 O.C. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE51-OPPIN6. Q +' P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE LO SUBFLOOR (2)ROWS 1/21, m BOLTS• 12"O.G.5TA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE AND DOUBLE C SUBFLOOR G TWO-PIECE CCO SOLE PLATE DBL•• ENDS PLATE 5E:RVE AS FIRE:STOPPIN6. BUILT UP OIRDER P MAX.52" NAILING: •" D (2)ROWS 1/2" m BOLTS• I6"O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE O "p . O SOLE PLATE SIDE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPING. �- � E (2)ROWS I/2" m BOLTS• 24"O.G. N • I BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE �j 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOGKIN6 C Ln Z •CI F (2)ROWS 5-5/8"TRU55LOGK SCREWS o 12"O.C. 4 V4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. •— T_ r- SCREWED ON(1)SIDE OF MEMBER �-. w . LINE; OR GIRDERS ARE TO BE NAILED FROM EACH O � N 6 (2)ROWS 5-5/8"TRUSSLOGC SCREWS a 16"D.C. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE X U SCREWED ON(1)SIDE OF MEMBER n AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O _ JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52 H (2)ROWS 5-3/8"TRUSSLOGK SCREWS a 24"D.G. BETWEEN NAILS IN A HORIZONTAL LINE. _ JOISTS SERVE A5 FIRESTOPPIN6. 0 C) JOIST SCREWED ON(I)SIDE OF MEMBER ..0 O Lo THREE-PIECE — -i. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND MAXIMUM OFFSET J (2)ROWS s"TRUSSLOGK SCREWS• 12"O.C. BUILT UP 991RDER MAX,52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWE EN JOISTS JOIST DEPTH,d SCREWED ON BOTH SIDE OF MEMBER P C C) MATCHED 51ZE OF BLOCKINGAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING. FIRESTOPPIN6 AND K Sc ROWS 5"TBOTH SCK SCREWS• 16"O.C.ocPIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 4 Q �- UNDER NON-LOAD BEARING SCREWED ON BOTH SIDE OF MEMBER PARTITIONS o 52" O.G. BLOCKING (2)ROWS 5"TRUSSLOGK SCREWS• 24"O.G. BETWEEN I/6 STUD - OTHERS STAGGERED w8n) / A DISTANCE OF NOT MORE 3 . THE HEADER SERVES AS FIRE-STOPPING. L SCREWED ON BOTH SIDE OF MEMBER c 1/4 OF A THAN 52�, BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE _— q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE 61DER5 ARE TO BE A55EMLED AS BEDDED BE5ERVE AS THEEN PIRESTOPTITION ADJACENT TO CEILING BRACING GANTILEVE9RED FLOOR IBE�AMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON I SHOWN, AND NAILED w/ 20d NAILS A5 SPECIFIED � CABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN e"OR SMALLER FOR THE THREE-PIECE 61RDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 1 CONNECTION PATTERN'B'WHEN lo"OR LARGER pFRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP ORDER P 61RDER5 ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH ` SOLE PLATE MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF v SUBFLOOR 2"x4" CONTINUOUS GABLE END �. LATERAL BRACE o 6'O.G. TRUss THE VERTICAL OPENING IS SEALED BY PLASTER ON THE GEILIN6 BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPIN6 SHALL BE n l J015T 2) IDd NAILS TRUSS OR LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED W G.J. AWAY BY AIR CURRENTS MOVIN6 UPWARD AND OUT THROU614 NORMAL ' Q �/�G PLATFORM FRAME CONSTRUCTION 5HRINKA&E CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON 10) 9>d N L- I N C F A TTE RN S FOR SIDE L.O A D E D BEAMS (i e . FLUSH F_A I " I S) -LOCATIONS REOUIRUN6 FIRESTOPPIN6- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE • AS FIRESTOPPING. NAILS FIRE- FIRE_ WOOD FIRESTOPPINS FIRESTOPPINS 5TOPPIN5 STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS rmV JOIST *5d COOLER NAILS® ID"D.G. NAILED' BOLTED' V l BLOCKING 2"x4" BLOCK NAILED TO EA. BRACE FIRESTo}°PIER WHEN ROWS Ibd 5 ROWS Ibd 2 ROWS' 2 ROWS)5" 2 BOLTS VERTICAL W(4) 10d NAILS COMMON coMMON BOLTs•2+" BOLTS BOLTS COVERING IS APPLIED e 12"O.G. 0 12"O.G. o.G.sTA66ERED� a 12"O.G. 061104. TO UNDERSIDE OF 0 20 a.STRAP D 9 5TUOISTS GYPSUM BOARD TWo ROWS I2"o.c. THREE Rows 12°O.C.ocLOCATION I LOCATION 2 LOCATION 3 LOCATION 4 II Q DOUBLE PLATE • 5d COOLER NAILS o 10" O.G. (l0) 8d NAIL BEAM SELECTION w/ STD. NAILING ° ° ° ° v J NOTE, ENDWALL STUDS AS NOTED IN NOTES "1 $ 8 ° ° ° ° ° ° ° ° 5 NONCOMBUSTIBLE ALTERNATE �I l J015T SHALL BE LOCATED DIRECTLY * DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPINO LOCATION W OVER STUDS, UNLESS TOF PLATE 15 4"o EDGE/12"a FIELD FULLY BLOCKEDSOLE OF GIRDER DESIGNED TO CARRY THE: LOAD SCREWS#6 - l�'4° TYPE W OR 5 I.TOP AND BOTTOM ROWS SHOULD BE�"FROM EDGES FIRESTOPPIN6 WOOD FIRESTOPPINS Z.BOLT HOLMARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STA&SERED TWO ROWS 6"O.C. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL THICKMM5 OF THE MEMBER.USE K#_*+ R5 UNDER HEAD AND NUT. C C O C 0 O J O O O INTERIOR STUD DETAIL OVERLAID ROOF \ / S.STAGSER EACH ROW OF FASTENERS BY I2". O O 0 O O O O O 2"SPADE NOT \ ATTACHMENT C� Y ALLEY FIRESTOPPINS TO BE FILLED \ ® NONCOMBUSTIBLE FIRESTOPPINS 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. APPROX.I INCH THICK S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO \, \ BOTH SIDE OF THE MEMBER. ` Q b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED \ �, 4' .G INS. \ FOR o .NAIL sPAc LOCATION '7 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: �\ 5TRAPPIN6 W/ -7.2 ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS 12"OR LESS PIR15TOMNO LOCATION 9 8 O EA.END a R.R. b.5 ROWS OF Ibd COMMON NAILS 02'04)FOR DEPTHS OF 14",Ib"a 16'. LOCATION 10 2"xFULL WIDTH �BLOCKIN O V N CONSTRUCT 1 ON I�ETA I L_S W ND LOAD FATH CONNE—CT ON DETA I L_S TOP PLATE DRILL 2"0 INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DE-TAIL AST.oRNEW j NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd ONTIMUCUS LOVER TOE NAILS NOTED CONT.BLOGKIN& TOP PLATE SPIKED TO R.R.'s ALIGN NEW $ EX. R.R. AS 5HOWN K I NO STUDS PLAN VIEW NOTE: SIMILAR a 'SHED' WOOD JO I S WOOD JO I5 GRI PPLE STUD ROOF,R.R. IN LINE BLOCK I NC JO I ST HANGER HEADER GENERAL REQU I REMENTS FOR GENERAL REOU I REMENTS FOR -0 z INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS C I RDER/HEADER -0 w WOOD GIRDER WOOD JOIST JACK STUDS - . 11[ _6 0 ' I I I I I MAIN MEMBER W �O• a.o LU N JOIST FRAMING OVER WOOD G I RIDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYP I GAL HEADER CONNECTION o 1. PROJECT: 70E-NAILS S B DR ® G O MEMBERS DIAM.x B APPROX. 30° w/THE MAIN MEMBER 4 STARTED APPROX. I. NAILS SHALL BE DRIVEN PERPENDICULAR TO )6 THE LENGTH OF THE NAIL FROM THE MEMBER END, AS SHOWN ABOVE CELLA THE MEMBER, STRAIGHT THP:oU6H AND SENT OVER A MIN. OF (5) NAIL DIAM.'s AT A 90° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THIS APPLICATION,SHALL BE AT LEAST RESIDENCE SIX TIMES THE DIAM. OF THE NAIL RAFTER BETINSTALLED I5. TO AVOID N EA. SIDEOF RAFTER OR GEC7, NO MORE THAN 2 TOE ILIN6 JOIST WALL STUDILS SHALL WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT BOTTOM PLATE IN EA. SIDE WHEN FASTENED TO A 2 xb TOP PLATE. BATHTUB - SUB FLOOR 935 LAURELWOOD DRIVE DOUBLE JOIST DOUBLE JOIST TOP PLATE LAUREL, NY 11948 GH I M. CHASE 5ECUR1 NC © STD. 5117)F- WALL N 1110' WALL STUD DRAWING TITLE: fl FRAMING GRAPHICS BEAM CONNECTION PATTERNS (51�M. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION FIREBLOCKING DETAILS W SNDS TO ATTIC, FLOOR 4 BLWO TO R/L SIDES w/5TRAPPIN6 TO R/L SIDES) Y TOP PLATE ® o I M WIND RES STANT CONSTRUCT ON CONNECTORS PAGE: GHIM. CHASE WALL p V CONNECTION LOCATION: PART NUMBER: NOTES: G-004m00 3 RIDGE-TO-RAFTERS C520 Com? 21" APPLY TO EACH PAIR OF RAFTERS a z ® RAFTER-TO-HALL H7 APPLY TO EACH RAFTER ROOFo �`� z DATE: 8/30/23 4 OF 8 RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER REQ'D B.-OCKIN6 -' O PLATE-TO-WALL STUD C520 © I8" TO AL16N w/STZAPPIN6 < a APPLY TO EACH WALL STUD ® EA LL THE FIRSTOFL LU ®_4 2ND. FLOOR WALL-TO-157. FLOOR WALL LFTA or G520 c� 56" APPLY TO EACH WALL STUD W FLaofvcL6. ® 0 HEADER-TO-JACK STUD 0520 © 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD') SHEAR WALL HOLDDOkIN ANCHOR 557B16 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE IST. FLOOR-UNDER-51-L PLATE C520 SIDE BIW PLAN \11EW (USE W17H 3 SQUARE WASHERS) ��. I" USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACIT`I'. Q EXISTING TO BE DEMOLISHED ,�- ;{ WOOD FRAME RAME (L.G TIAL H TL. bi W EXISTING TO REMAIN YIHEN APPLICABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ) 5TL. WHEN APPLICABLE) Q N NEW I-HR FIRE RATED ® MIN. (2) 2"x4" 5TRUGTURAL WOOD FRAME (L.G. 57L. PO5T FOR Co 4" WALLS `— WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL V POST FOR 6" WALLS), U.O.N. Q NEW 2-HR FIRE RATED N WOOD FRAME (L.G. 57L. O c '— Z .— e— WHEN APPLICABLE) �' N > o I c co O C) M _c O L0 Np .- a. :20 DEMOLITION NOTE: EXIST. WOOD PROVIDE SHORING AND SUPPORT TO ALL AFFECTED DECK r 1 STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT 4103�� .FT. v OF ANY DEMOLITION OR CONSTRUCTION. Q)1 M -J EXIST. • — DN U REMOVE ALL r — — — — — — —KIT APPLIANCES 3 V J - - - - - — - - - — - - - - - - - - - - - - - - — CABINETS— iti i ---- �� 1 ----- — — — — W I I -- ---- �L====J----1`l_l`)\ II 1I REMOVE I I I I REMOVE Ji-__J -— BREAKFAST ' REMOVE W/O l r r r EXIST. PARTS OF I ;t [ IL__JI NOOK EXISTING LAUNDRY ROOM HEARTH F, /O�� XIST 1 L__� EXIST. BREAKFAST 1 � KITCHEN 00 204.9 50.PT. 7 ��X I STI I I I EXIST. DEN J� =-/ BATH' L__J I 2517.7 SOFT. REMOVE r �� 15.4 � 1 BATHROOM ��-`\ c5G2.FT.I r� r---------------F=�==� L-------� I 1 1 I 1 r-------- FIXTURES \\ / / ��� NI ii --------------------- I lu -- -----� -------------L-- F� ------------------- ---------- I T- -�� REMOVE INTERIOR EXIST. WALLS S EXIST. DN DOORS DN — I I II EXISTING WINDOWS TO EXIST. DINING Hill BE REMOVED. — ROOM AND 1q8 5 REPLACED I WITH SHORTER III WINDOWS. INFILL A5 REQUIRED. Z EXIST. EXIST. STEP STEP v EXIST. UP UP ail o EXIST. O UP GARAGE 456.4 50.FT. Li W EXIST. FOYER Q 100.5 SOFT. PROJECT: EXIST. LIVING ROOM CELLA 259.2 SQ.FT. EXIST. RESIDENCE i 9.4 W.FT. 935 LAURELWOOD DRIVE LAUREL, NY 11948 DRAWING TITLE: PROPOSED DEMOLITION PLANS L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EXIST. UP PAGE: A-IOLOO FROFOSF_17 17F_MCL I TI ON PLAN 5GALE: 1/4" = I'-o" DATE: 8/30/23 5 OF 8 0ENERAL 5"**r " 501_ EY : Q EXI5TING TO BE DEMOLISHED NEW PARTIAL HEIGHT 0 WWOOD FRAME (L.G. STL. W WHEN APPLICABLE) L EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 5TL. WHEN APPLIGABI-E) Q }' N C 0) w �� (D NEW I-HR FIRE RATED ® MIN. (2) 2x4 STRUCTURAL WOOD FRAME (L.&. STL. P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL w �� O NEW 2-HR FIRE RATE'? POST FOR b" WALLS), U.O.N. N WOOD FRAME (L.G. 5'TL. c: LOZd- WHEN APPLICABLE) N >, 0 U 1 m _'i LO FLOOR PLAN NOTES N' -+' 0 POOP, NOTE: NEW LAUNDRY ROOM: Q 0 I. INSTALL NEW INTERIOR DOCR5 WHEN GALLED OU7 O 4 I. NEW WASH /DRY HOOK UP O O N PLANS BY 'JEERWEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS W 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'sHEN GALLED OJT w/SIZE OF EQUIP. ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REQ'S PER MANU. 3.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS,U.O.N. DRYER EXHAUST NOTE: I. DUCT SHALL TERMINATE TO EXTERIOR S. INSTALL AS PER MANU 5PEC.s 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY ° - 6.PROVIDE (2) 2"x10" HDR., U.O.N. OPENINGS EXIST, WOOD NATURAL LIGHT $ VENTILATION r 1 '7. SEE PACE 6-003 FOR ALL OTHER FRAMING 3.DUCT SIZE AS PER MANU. ��0� 0 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 410.3 Q3�T. (HABITABLE SPACE) O WINDOW NOTE: 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 2 FLOOR AREA 443 S.F. I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM INSTALL AS PER MANU. SPEC.'S. SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO S.F. REQ. S.F. PROV. EXCEED 8 FEET AND SHALL BE LISTED AND LABELED 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; • - IN ACCORDANCE WITH UL 2158A. EXIST. O�FLOOR AREA 35.4 S.F. 61.1 S.F. SEE DESIGNATIONS 4 WINDOW SCHEDULE. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS DN AND DOORS ON PAGE G-G02. VENTILATION;MIN. 4.ALL CASEMENT WINDOWS TO HAVE 5TRAI&HT ARM HINGE. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 4% OF FLOOR AREA 17.7 S.F. 40.2 5.F. 5. ALL DOUBLE HUN6 WINDOWS TO BE TILT WA514 DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL b.IN 6ENERAL, TEMP. 6L. SHAI-L BE PROVIDED: SCREWS 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER C_ SWIN61N6,SLIDING, di BIFOLD DOORS LOCATION TO THE WALL OR ROOF TERMINATION. THE 6.2. WITHIN IB" OF F.F. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 O" 8'-b" 24'-7" 6.3. WITHIN 24 OF A DOOR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH QO° 6.4. WITHIN STAIRWAYS 4 WITHIN 36" OF A LANDING BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES ° - 6.5. WITHIN TUB/SHOWER ENCLOSURES NOT INCLUDE THE TRANSITION DUCT. 2'-6" 6'-0" 3'-O" II'-O" - - - - - - - 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 p 2 RETRACTABLE INTERIOR '7. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUNDNENEXHAUST FAN SHALL BE INSTALLED WHERE2" SCREEN DOOR BY WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM O VENTILATION 15 NOT MET BY MEANS OF NATURAL - - - - _ - - - - - - - ANDERSEN OR EQUAL - - (2) 2"x10" HEADER U.O.N. CIRCULATION THROUGH WINDOWS OR DOORS TO 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER OUTDOOR SPACES AS PER NYS MECH. GORE SECTION in EXIST. HDR. NYS 8312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS 403.3.2.3; INSTALL AS PER MANU. SPECS -- - - - - - - LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-I2" zlu 2 2'x�"TR UPPERS DW' ABOVE GRADE OR THE ADJACENT SURFACE AT THE O/ PROPOSED NEW TILE FLOOR: BUILDING EXTERIOR. O I. NEW TILE FINISH (H.O. TO SELECT) UPON �p OPEN BATHROOM T-101 0 `j 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON i - EGRESS NOTE! 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON ABO Q 6 3 RECESSED N 0 - IN COMPLIANCE WITH NEW YORK STATE BUILDING � LCL " STEEL COL.; `fl N 4.NEW PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); MED. N CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF ( IDE 3.5" E6RESS SHALL BE FOLLOWED: SCREW PERIMETER OF SHEATHING b" O.G. 4 12" O.G. ® 5 . Com' - W A BASEMENT INTERIOR. L WITH Ib"x18"x12"R W NET CLEAR OFENINO........... 5.15.F. OPEN . PAD FTG. NET CLEAR HEIGHT............... 24" MINIMUM SHELVING � -5NET CLEAR WIDTH................. 20" MINIMUM p MOD. MOD. DEN ABOVE --- b'-I"TYPICAL BATHROOM NOTE_ HEARTH Is-r.o SQ.Fr. - - - GAB. �I-6I. WALL BOARD3.5" STEEL I.I. INSTALL MOISTURE RESISTANT 6YP5UM BOARD IN PROP. LNDY CL. i - COL. ALL BATHROOMS 30.4 50.FT. (2) 1.75x'7.25 FLUSH1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 6 - � - - - WSX40 A 6 FLUSH STEEL BEAM TUB SURROUNDS 35'-7" " DBLPO5T EA - - - 2. SHOWER FLOORS - END .p I W r 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON i- 4 T p- O 2.2. CONCRETE MUD-5ET(ISLOPE I/8" PER FOOT � m -i - TOWARD5 DRAIN) UPON u `fl 2.3. WATER PROOF MEMBRANE TO COVER SHOWER EXIST. DIST. r - FLOOR,WRAP DRAIN 4 ATLEAST IS" UP WALLS I N, B DN o I ry 2 w B MODIFIED wKITCHEN n 2 443.1 50.FT. `f WALL 4'-2" IN-FILL m COFFEE BAR Z UPPERS ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "0-003" FOR NAILING Q STRAPPING DETAILS. EXIST. EXIST. L> **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** I STEP WALL STEP WALL EXIST. UP IN-FILL UP IN-FILL WINDOW CHART 0 EXIST. 0 UP _ GARAGE EGRESS 1 456.4 50 FT. ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT TAG TYPE MODEL # OPENING PROV. PROV. EXIST, FOYER WIDTH REOV: 20" SMP' PER PER 100.5 50.FT. HEIGHT REQ'D:24" UNIT UNIT l WIDTH HEIGHT WIDTH HEIGHT OPEN REOV: 5.7 S.F. PROJECT: A OCTAGON lF 0030 3'-O V2" i 3'-0 V2" 3'- O" 3'-O" Q 5.63 O EXIST. LIVING EB DOUBLE HUNG J WDH2432 2'-6 V8" 3'-4 VS" 2'-� 5/8" 3'-4 V8" 5.54 3.11 ROOM CELLA -_ 259.2 SQ.FT. RESIDENCE EXIST. 7.4 SOFT. DOOR 50HEDULE 935 LAURELWOOD DRIVE LAUREL, NY 11948 DOOR MATERIAL TAG DESCRIPTION MANUFACTURER p 0FIRE NOTES DRAWING TITLE: RA WIDTH HEIGHT p � < 45 M NTINO RATED PROPOSED FIRST FLOOR PLAN SELF-01-051N6 ❑ a ❑ F I RST FLOOR L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5-1NG-L1�' I - UP EX I ST. 101 - PAGE: FROFOSEI7 FIRST FLOOR PLAN A-10 2000 SCALE: 1/4" = I'-O" DATE: 8/30/23 6 OF 8 dew" d d YV 4 I Q W Ld v Q N• c 0) LL O O e_ w � • O 0 Lo Z D- •v �' N w >1 o I o O m sO , ++ Lo O � c nQ � � m0 W 4'J — U � 4� m U � cn EXIST. FRESH AIR VENT O k U kJ THROUGH ROOF Q Q 4 I I I i I QI I NOTE- NOTE wALL PLUMBING 4 ALL PLUMBING WORK O FUEL 6A5 WORK O SHALL CONFORM TO J SHALL CONFORMTO LOCAL IX I LOCAL PLUMBIN6 CODE IL PLUMBING CODE # O I IL O FUEL GAS tLL. I PROVIDE "ABESCO X U I FF200 FR EXPANDING X iu 1 FOAM" (OR EQUAL) AT LEOEND N PIPIN6 PENETRATIONS: ALL PENETRATIONS IN I. PROVIDE "ABESGO FP200 FR N I FIRE RATED WALLS AND N --____- HOT WATER EXPANDING FOAM" (OR EQUAL) FLOORS/CEILINGS. SUPPLY AT ALL PENETRATIONS AT WALLS PRODUCT CONFORMS TO AND FLOORS/CEILINGS. A5TM E 614,ASTM E 84, _ _ GOLD WATER 2.PRODUCT CONFORMS TO ASTM E I AND UL 147q ~ SUPPLY NEW 614,ASTM E 64, AND UL 14-141 OD I GHEN LAUNDRY MOD. DEN NEW BATH MOD. KITCHEN NEW PROVIDE "ABESGO FP200 FR G!_ NEW MOD, KITCHEN LAUNDRY EXPANDING FOAM" (OR EQUAL NEW BATH LAUNDRY NOTE' GL. AT ALL PENETRATIONS IN FIRE p OAS FIREPLACE GL. ALL PLUMBING WORK RATED WALLS AND O --r---_r_ 2----- _I�-------- � SHALL CONFORM TO FLOORS/CEILIN&S. PRODUCT LOCAL PLUMBING CODE 0 CONFORMS TO ASTM E 614, r I I I I I Q� NEW. Q� REPL. A5TM E 64, AND UL 1471 ~ NEW NEW 2"1 2"1 12" 12" F i �� i q4 K.S. i 54 K.5. FL RANGE VENT VERIFY 51ZE LAV. I I I REFL. NEW GLEAN OUT 1 2" NEN j 3 j I j I� U 13 13 K.5. K.5. A5 REO'D I I I I [NEH W MANU. I� I m REGULATOR I EXIST. F.A.I. TO .VI V �I *I N * RYER \ \ NEW I REMAIN ivy �ry SHOWER n I �� m (VI �ri (41 I'n DWPL. WASHER c\V I IN I REPL. —� ice® —I I �I 1 _ ISHOWER I' j 2 rK49HER 1_ DW 1_ - L.._.._.._.._.._.._..1.._.._.._.I._.._.. 1.. _..-1._.._.._.._.._.._..r - .... EXIST.GA5 Z 2 _.._.._.._.._.. SUPPLY w G.O. 3 G.O. II I 2 CONNECT TO G.O. EXIST. WATER I I ITO L===> SUPPLY SYSTEM ( 1 I MAIN AS v TO STREET EXIST. HOUSE I rWATER MAIN MAIN DRAIN G.O. I + N z Q TO SEPTIC LLJ 3 w SYSTEM N t 1 FURN. w PROJECT: CELLA RESIDENCE OAS RISER — SU���.'Y 935 LAURELWOOD DRIVE i�LUMS I N�C R I ��Ei� - DRAIN / �IASTE / VENT FLUMB I NO R I SER - s�F�'�-Y SCALE: NTS LAUREL NY 11948 SCALE: NTS SCALE: NT5 ' DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: omft F-10 . 00 DATE: 8/30/23 8 OF 8 ' ,rr •.t h