Loading...
HomeMy WebLinkAbout53073-Z A M P Architecture Address:10200 M a in Road,Unit 3A,Matti tuck NY 11952 Phone:(631)603-9092 Design + Build June 1, 2026 Southold Town Building Department 54375 Main Road Southold, N.Y. 11971 RE: Kanooty Capital LLC 17250 Main Street New Suffolk, NY 11956 SCTM #1000-117-09-03 b To Whom it May Concern, I can certify that the proposed renovation at the above mentioned property does not define this work as a substantial improvement. The renovation includes replacement of some but not all exterior windows.The existing roof structure,ceiling structure and floor structure will remain intact.There are proposed changes to the interior layout,the existing exterior footprint will remain with a small addition in the existing breezeway. If any additional information is required please contact our office. Thankyou, Anthony Portillo AMP Architecture bepperson(@amparchitect.com (631) 603-9092 i JU�� 1 .Aj i U".] o1 1 5SO 7 3 Lu w 9 I AYOUT NOTES: J (u 51TE L I. THI5 15 AN ARCHITECT'S 51TIE PLAN 8 IS �-7 N 0 wwom V�V SUBJECT TO VERIFICATION 5Y A LICENSED ` Q SURVEYOR. THE INFORMATION C REPRESENTED ON THI5 51TE PLAN IS TO THE ARCHITECT'S BE5T OF KNOWLEDGE. 'E" I, O _0 7 O 2. SURVEY INFORMATION WAS OBTAINED } R Y DATED II 02/2023 AND � A`. 0 C CV Z O FROM A 5U VE / i PREPARED BY: BRIAN A. DRUCKER c X U N 0 O 4--c O m v- � N O � Q d O 51TE PLAN HATCH KEY: n l PROPOSED BUILDIIN6 ADDITION _ _ W ® PROPOSED AGCE455ORY STRUCTURE PROPOSED 2ND STORY v ' F� (D • 5:0 17180 E� N55051'00"W I $ m i N LOCATION MAP N55051'00"W - 25.31' 50ALE: NT5 FADE <E)"" I INTERIOR RENOVATIION; WINDOW AND DOOR GHANOES TO EXTERIOR 0-00 .00 PROJECT LOCATION & SCOPE I SITE PLAN & ZONING DATA _o I I —OO2 ,QQ GENERAL NOTES ENERGY TABLE cv TAT STRUCTURAL DESIGN CHARTS O —Q�j,QQ HOLDOWN, ANCHOR BOLT, PROJECT / ZONINS DATA STRAPPING, & NAILING DETAILS Z I I FASTENING SCHEDULE 00 TAX MAP # I000-117-oa-050 ZONING DISTRICT R-40 NO O-OO�.00 FRAMING GRAPHICS -C 0 rn I I BEAM CONNECTION PATTERNS 2 LOT AREA 0.2 ACRES 5 N CofO - PRIVATE ONE FAMILY FIREBLOCKING DETAILS U DWEELLINS AND RESTAURANT 04/16/5a; Z261 0 -► I I -4 CONNECTINS BUILDING TO A- 1 Q 1 .00 PROPOSED DEMOLITION PLANS DWELLING PROPOSED FOUNDATION PLAN GofO - ADDITION, ALTERATION! $ EXISTING I DECK ADDITION TO EXISTING 12/11/01; Z2810a o COVERED DECK 51NOLE FAMILY DWELLING GofO - NEW WINDOW A- 102 .00 PROPOSED FIRST FLOOR PLAN PROJECT: ALTERATIONS 4 SAS HEATINS OQ/11105; Z29704 R KANOOTY CPTL. LLC 16.6 BOILEFEMA FLOOD ZONE; EXISTING DWELLING FULLY IN ZONE AE �`E , FLOOR AREAS PER SOUTHOLD TOWN CODE, SECTION 2950: A-20 1 .00 PROPOSED EXTERIOR ELEVATIONS RENOVATION EXISTING EX 15TI NS CONDITIONED GROSS BUILDING SECTIONS EX15TINO AREA AREA ONE STORY RESIDENTIAL I FIRST FLOOR AREA 1,4a1 S.F. IA28 S.F. 17250 MAIN ST AREA TOTAIL5 14a1 S.F. 1,626 S.F. A-401 .00 DESIGN DETAILS NEW SUFFOLK, NY 11956 PLUMBING RISER DIAGRAM 23.8' RISER DIAGRAMS DRAWING TITLE: --� 6.8' , PROJECT LOCATION &SCOPE ZONING REGULATIONS MAIN BUILDING LOT COVERAGE SITE PLAN & ZONING DATA 555045'30"E 76.26' SOUTHOLD TOWN GORE 280-i8 280-124 SOUTHOLD TOWN CODE 280-4 I EXIST. COMPLIES DESCRIPTION (FOOTPRINT) AREA % LOT MAIN S T RE E T GOVERASE MIN. PRIMARY , TOTAL LOT AREA 1 o,860.0 S.F. PAGE: FRI MARY FRONT FRONT YARD 35.c0 4.8 NO EXI5TINO ONE STORY DWELLING 2,250.0 S.F. 21.09b MIN. SECONDARY 20.L0 6.6 NO G-001m00 INCLUSIVE OF ALL DECKS FRONT YARD TOTAL AREA OF ALL 5TRUCTURE5 2280.0 S.F. 21.0Y S I TE PLAN R 2 MIN. SIDE YARDS IO.co' 23.8' YES MAXIMUM LOT COVERASE ALLOWED: 0Y DATE: 05/07/26 1 OF 8 MIN. REAR YARD 55.(0' '76.2' YES MAXIMUM HEIGHT 35.0 16.0' YES SOUTHOLD TOWN CODE 2&C-207 (A)(1) LOT SIZE / AREA IN ALLOWABLE EXCESS OF 20000 L �101 560.0 S.F. 86 GFA 0.0 S.F. TOTAL GFA i (b) LOT5 CONTAINING UP TO 5,550 S.F. 20,000 S.F. MAX. ALLOWABLE S.F. PLUS •• �. 12.5Y OF EXCESS LOT 2,100.0 S.F. 107.5 S.F. 2,207.5 S.F. 1,607 S.F AREA OVER 10,000 S.F. NOTES � 5FE I I GATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS 6LA55 WINDOWS AND DOORS �5 Y I T I O I V J G IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCbUMENT ENDED I. ALL LUMBER SHALL BE DOU6LA5 FIR LARCH #2 d BETTER (Fb = 8'15) UNLE55 THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL 6LA55 TO BE INSULATED ]LOW-E,UNLESS OTHERWISE SPECIFIED. OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD INSUL. INSULATION TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO FZEAD ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. CLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER d SPEGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO IWORK 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED CLEARANCES ARE PROVIDED. BFE BASE FLOOD ELEVATION INT. INTERIOR Q 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER STRUCTURAL SAFETY OR DURABILITY SUCH PRODUCT OR PROCEDURE 3. ALL SLIDING GLASS DOORS,5KYLIOHT5, AND ANY 6LA55 UNIT INSTALLED BLDG. BUILDING K KIPS (1000 LB5) Lu GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, Lu I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD UNLESS OTHERWISE NOTED. BM BEAM MANU. 5PEC.'s MANUFACTURER'S 5PECIFICATION5 J Cu APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS APPLICABLE AS A DERIVED WORK). 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH B.O. BOTTOM OF MAX. MAXIMUM 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4, AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANOER5 BY "TECO" OR MANUFACTURER'S SPEC IFIGATIOtNS. Q 'N (V ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MESH. MEGHANIGAL .E 5TRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE 6) PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 0 ENERGY CONSERVATION GONSTiRUGTION GORE. 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM 0 AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS,AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. PROVIDE FLA5HING PANS UNDER ALL SLIDING GLA55 DOORS, WINDOWS, OR RULES SPECIFIED IN I.I THROUGH 1.8. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 �4' r v- 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6 OF AN EXTERIOR SURFACE. 4. ALL UNNOTED OR NON-VI5I5LE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, L O 7. ALL EXTERIOR DOORS ARE Tl0 BE WEATHERED STRIPPED AND PROVIDE ALL COL. COLUMN NYC, BG NEW PORK CITY BUILDING CODE p � N Z ' OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER SHALL BE IDENTIFIED a .O � -7. ALL BEAMS, 61RDERS, ETC. TO HAVE MIN. OF 5-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY SCREENS AND HARDWARE NEGEISSARY FOR PROPER FUNCTION OF SUCH UNITS. CONT. CONTINUOUS O.G. ON CENTER 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE C) X 4 CV 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 8. ALL GLA55 15 TO BE FREE OPF SCRATCHES AND IMPERFECTIONS. 6LA55 WITH THE WORK. AMERIC A L SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR SHOULD BE GUARANTEED BY THEE MANUFACTURER FOR A PERIOD OF 5 YEARS. DEL. DOUBLE OGG. OGCUPANGY O m �, 6. NO DEVIATIONS OR GHANGE5 TO THE STRUCTURAL SYSTEM SHALL BE MADE g ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE 6RADIN6 AGENCY WHICH COMPLIES WITH THE DFE DESIGN FLOOD ELEVATION O.H. OVERHANG O CV (j Co P.T. q. ALL WINDOWS TO BE ANDERShEN. IF CONTRACTOR IS TO SUBSTITUTE WITH UNLE55 APPROVED BY THE ARGHITEGT/ENGINEER. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-gq. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT 'THE CHARACTERISTICS OF THE WINDOW MATCH DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION 10. ALL EXTERIOR SHEATHING SHALL THE CHARACTERISTICS OF THE /ANDERSEN WINDOW 5PEGIFIED. THE '1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, SHEATHING I5 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARACTERISTICS ARE AS FOLlLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, DECK JOISTS P. GONG. POURED CONCRETE S WHEN ROUGH OPENING, U-FACTOR, LIGhHT AREA, VENT AREA, AND EGRESS FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENT 5. DRY WELLS AS REQUIRED APPLICABLE. 1.5. PREFABRICATED WOOD BY STATE AND LOCAL CODES. [-JOISTS: ASSEMBLIES U51N6 PREFABRICATED REQUIREMENTS. EA. EACH PL. PLATE ^ ` �f q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM P5055 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ELEV. ELEVATION PLYWD. PLYWOOD II. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX 6RADE. STANDARD SPECIFICATION FOR E5TABL15HIN6 AND MONITORING TEMPERED GLA55. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING A5 PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JO15T5, THI5 DOCUMENT, THE GOVERNING BUILDING GORE AND ANY ADDITIONAL EQUIP. EQUIPMENT P.T. PRESSURE TREATED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENT5 ASSET FORTH IN THE MANUFACTURER'S GORE 5 EXTERIOR GLAZING IN $UILDINNGS LOCATEDHALL BE PROTECTED FROM WIINDBORNE DEBRIS. GLAZ.IN OLAZED INDBORNE DEBRIS REGIONS . EVALUATION REPORT. S OPENING EXIST. EXISTING REQ'D IRED 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY IPORTILLO, R APPROVED EQUAL RA APPROVED SHALL MEET THE RMOUIREMEN75 OF THE LARGE M1551LE TEST OF REQU -I.J AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT HMITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES ASTM EIgg6 AND ASTM E1886. GARAGE DOOR GLAZED OPENING PROTECTION EXT. EXTERIOR RI RISER PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51N6? STRUCTURAL COMP051TE LUMBER SHALL MEET THE PROVISIONS OF SHALL MEET THE REQUIREMENTB> OF AN APPROVED IMPACT-RESISTANT U A57M D5456 5TANDARD SPECIFICATION FOR EVALUATION OF STANDARD OR ANSI/DASMA 115.. (NY5 RG R301.2.1.2) F.A.I. FRESH AIR INTAKE RM. ROOM 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' CROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPAN5 STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE C RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 8'-O". GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENT5 AS 12. AS AN ALTERNATIVE TO NOTEE #11 ABOVE, WOOD 5TRUGTURAL PANELS WITH FAR FLOOR AREA RATIO R.R. ROOF RAFTER SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THIGKNE55 OF NOT LE55 THAPN a" AND A SPAN OF NOT MORE THAN 8' SHALL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND F.A.V. FRESH AIR VENT STL. STEEL 4-113. THE CONTRACTOR SHALL OBTAIN GERTIFIGATE OF OCCUPANCY. 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL G-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NG PREFABRICATED ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE ■ TIMES. AT THE COMPLETION OF WORK, THE S REASONABLY SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR S.V. SMART VENT RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS COVER IN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS A5 PER THE ANCHORAGE METHOD SELECTED L ACCORDANCE WITH TABLE NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, CORRO5ION-RE515TANT AND THEE ANCHORS SHALL BE PERMANENTLY INSTALLED U 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 11. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. ON THE BUILDING. F.J. FLOOR JOISTS TEMP GL. TEMPERED 5LA55 LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND L(OGAL GORES I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. FOUNDATION THK. THICK AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROV15IONS OF A5TM 036 SPECIFICATION FOR GYPSUM FLOOR SHALL NEVER EXCEED A I6 SPAN. WALLBOARD,A5TM 05-1 SPECIFICATION FOR GYPSUM LATH, OR ASTM G'iq FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL �1 " vJ lb. THE CONTRACTOR SHOULD FULLY GUARANTEE H15 WORK ANIID THE WORK OF SPECIFICATION FOR GYPSUM SHEATHING BOARD. n, THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEA%%R AFTER Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 5TRAPPING PLUMBING FR. FRAME Tr TREAD W COMPLETION OF PROJECT. AS PER PAGE 6-003. 1.'1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL I. CONTRACTOR SHALL INSTALL ,WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) FRPR. FIREPROOF TYP. TYPICAL Q MEET THE PROVISIONS OF AN51/AHA AI35.4 BASIC HARDBOARD OF SYSTEMS TO NY5 PLUMBING COME AND NYS DEC REGULATIONS. I1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND FTC. FOOTING U.O.N. UNLESS OTHERWISE NOTED AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 2. PROVIDE HOT AND GOLD 5HU'1T OFF VALVES AT ALL FIXTURES. ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 3. ALL WATER PIPING TO HAVE (GLEAN OUTS AT ALL GHANGE5 IN DIRECTION GYP. BD. GYP5UM BOARD VERT. VERTICAL IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH E TO A55OR55 NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL AND AT BASE OF VERTICAL WASSTE PIPES. INJURY ATTRIBUTABLE TA DESTRUCTION OF TANGIBLE PROPERTY (OTHER 'THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN V.I.F. VERIFY IN FIELD ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (*T 15 CAUSED K MANUFACTURER SUCH A5: HANOER5, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY FOOT. HDR HEADER w/ WITH WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR IMOIREGTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 5. GENERAL TRAP AND WASTE SIZE5 AS FOLLOWS, UNLESS OTHERWISE NOTED: HNGR HANGER ND. WOOD EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS AINY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. - DISH WASHER..........................................2" BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IM PART BY A A. WEYERHAEUSER TRUS JOIST 2.OE MIGROLLAM LVL - KITCHEN SINK.........................................2" HOR. HORIZONTAL ZR ZONING RESOLUTION PARTY INDEMNIFIED HEREUNDER. B. 6EOR61A PACIFIC 2.OE 6-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND - LAVATORY................................................2" I I I C� I /'� �/� I C� Ia. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CON5TRUCT'ION INCLUDING P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET - SHOWER/TUB...........................................2" N�.�U� T I O I `I I `I ✓T T I O I `I LXU I I I `IT✓ BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAIILING, PLACING ALL TO BE IN5TALLED AS PER MANU. 5PEC.s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT - LAUNDRY ................... 3 A. WEYERHAEUSER TRU5 JOIST 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY - TOILET........................... OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 2 11 TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPEGIFIGATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR FLOOR DRAIN...........................................3" APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM9 THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING GORE, 6. ALL 5YSTEM5 TO HAVE ONE O" MAIN VENT STACK AND INCREASED TO 4" AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRI I IE-N AND ANY ADDITIONAL REQUIREMENT5 SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL THROUGH ROOF. PROPOSED DESK7N CODE PRE5C RlFTIYE VALUE � AUTHORIZATION OF THE ARGHITECT/ENGINEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY COMPONENT COMPLIES 'S REQUIREMENTS AS SET FORTH IN THE MANUFACTURER CODE 'I. PROVIDE FROST-PROOF H05EE BIBS WITH EASILY ACCESSIBLE DRAIN $Ig. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP 1DRAWINGS VALUE GITTION (PER 2020 NYSEGGG} NEEDED, UNLE55 OTHERWISE 5PEGIFIED. ALL DIMENSIONS AND lr ORAATOS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. DRAIN COCKS AS REOV. H05E 15155 SHALL BE PROVIDED WITH BACKFLOW PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE PROTECTION. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS MAX. U-VALUE = 0.2-7 20. CONTRACTOR TO REMOVE 6 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, 5. WASTE FROM CLOTHES WA5H➢ER5 AND LAUNDRY TUBS ARE TO BE PROVIDED FENESTRATION U-VALUE U-VALUE = 0.25 MAX. AIR LEAKAGE = 0.50 GFM/SF YES WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN Llt<E MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0205 STANDARD 5PECIFICATION FOR WITH BACK FLOW PROTECTION. (VERTICAL FENESTRATION) AIR LEAKAGE = 0.50 GFM/5F PER R402.5.3 TABLE R402.1.2 - CLIMATE ZONE 4 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 MANUFACTLURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDOE5. g. THE WATER SUPPLY AND SANIITARY SYSTEM SHALL COMPLY WITH LOCAL 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN HEALTH DEPARTMENT STANDARIDS AND REGULATIONS. MIN. R-VALUE = 401 SPECIFICATIONS,UNLE55 NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF 5TUD5 SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. CEILING R-VALUE R-41 BATT INSULATION PER TABLE R402.1.3 - CLIMATE ZONE 4 YES 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 10. APPROVAL AND INSPEGTIONI IS REQUIRED BY LOCAL JURISDICTION PRIOR THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL TO CONGEALMENT OF PLUMBING'. MIN. R-VALUE = 30 (CAVITY), OR 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE GORE EVALUATION UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS A5 PER BUILDING CODE. 20 (CAVITY) + 10 (CONTINUOUS), OR R CAVITY COPYRIGHT PROTECTION ACT OF IggO (AWGPA),WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT Or-CUR IN THE SAME CRO55-SECTION. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED EXTERIOR (2 xb ) WOOD R-31.5 SPRAY FOAM 13 (CAVITY) + 20 (CONTINUOUS), OR YES 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNEGTOR5 SHALL NOR ANY POTENTIAL DAMAGE THHEREOF. FRAME WALL R-VALUE INSULATION (4.5" THICK 0 R-7/INCH) 20 (CONTINUOUS) 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. PER TABLE R402.1.3 - CLIMATE ZONE 4 GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 12. PER NY5 PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RE51MEENTIAL NOTES, AND TABLES ON PAGE 0-005 9 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B 15.2.1 SQUARE AND WATER CLOSET CONNECTION. NWERE A 3" BEND 15 UTILIZED, A 4"x3" FLANGE MIN R-VALUE = 30 (CAVITY), OR CONSTRUCTION;SSTD 10-qq AND 2018 SBG HIGH WIND EDITION µ^HOOD FRAME SPECIFIES THE REO'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). SHALL BE INSTALLED TO RECEINVE THE FIXTURE HORN, w CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING FLOOR R-VALUE R-50 GATT INSULATION Iq (CAVITY) + 7.5 (CONTINUOUS), OR YES g I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 SCR:EW5: LA6 SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ 20 (CONTINUOUS) FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED!. PER TABLE R402.1.3 - CLIMATE ZONE 4 O SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS � MANU. SPEC,s). ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). c) HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. ELECTRICAL: COMPLIANCE STATEMENT: 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 2.2.3. TRUSS METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 26. COLUMN BEARING A5 FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN I. ALL NEWLY INSTALLED ELECTTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE BE5T OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN �u BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD P057IN6 TO BE BLOCKED 50LID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD T'RUS5 CONSTRUCTION, TO 2011 NATIONAL ELECTRIC COME, NFPA -10 AND 2025 NEW YORK STATE COMPLIANCE WITH THE 2025 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. TREATED WOOD b FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS ENERGY CONSERVATION GON51TRUCTION CODE. 3. METAL PLATES, CONNECTORS, 50REW5, BOLTS AND NAILS (EXPOSED WALL w/STEEL SHIMS $ A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. TP�BLE R50I .1 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORRO:510N IN COASTAL SECURE w/ (2) 1/2" m ANCHOR BOLTS (4" LONG EXPAN51ON BOLTS ® 2. CONTRACTOR WILL FURNISH AFIRE UNDERWRITERS CERTIFICATE UPON CLIMATIC GEOGRAPHIC DESIGN CRITERIA AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED 6ALV�ANIZED. EXIST. WALL5 6 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND COMPLETION OF WORK. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS a 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, GROUND SNOW LOAD 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA"12: PER ASGE '1-22) 50 LBS SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL _ GENERALLY, VERIFY ORz PROVIDE HARD WIRED (p HOWEVER, WHEN COLUMN OR P05TINO 15 PART OF THE LOAD PATH FOR USE MEET THE REOUIREMENTS OF THE COVER INS BUILDING CODE AND ANY SMOKE DETECTORS w/ I BATTERY BACK-UP IN: ALLOWABLE PROJECT: 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 STRUCTURAL MEMBER DEFLECTION BASIC, WIND SPEED 150 MPH1 AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) $ ANCHOR BOLTS, CODE EVALUATION REPORTS. 5. "RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OFF051NO U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG A. EACH SLEEPING ROOhM KANOOTY CPTL LLC 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F I66'7 STANDARD RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 w/ b" RISE 6 w/ (2) 5/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LEGS AND STAPLES. B. OUTSIDE OF EACH TE=-VICINITY SLEEPING L/180 ■ LOCATED IN UPPER THIRD OF ATTIC, SPACE AND ATTACH TO EACH PAIR OF SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AREA IN THE IMMEDIATE=VICINITY OF W/ NO FINISHED CEILING ATTACHED TO RAFTERS RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES THE BEDROOMS (6ENERAALLY THE HALLWAY) SEISMIC DESIGN CATEGORY B R E N OVATI 0 N 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE INTERIOR WALLS $ PARTITIONS H/180 WEATHERING SEVERE (BASEMENT FIRST FLOODR d SECOND FLOOR ETC) AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE ( EVERY LEVEL OF DWNELLIN6 '1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY MANUFACTURER'S CODE EVALUATION REPORTS. B , , , FLOORS B PLASTERED CEILINGS 1-/360 :_ 11 16" WITHIN 4' OF EXTERIOR CORNERS. 6YPSUM WALL BOARD 2.2."1. SGREW5: SCREWS SHALL COMPLY WITH AN51/ASME B 15.6.1 FROST LINE DEPTH 3 O I. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT WOOD5CREWS (INCH SERIES). ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY 17250 MAIN ST 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED COMPOUND METHOD. TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER MECHANICAL. FUEL GAS: NEW SUFFOLK, NY 11956 EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH 14/360 OF I" AND 5NV'x�" WASHERS. A MINIMUM OF ONE ANCHOR, BOLT SHALL BE 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALL5 AND CEILING, UNLESS ICE BARRIER REQUIRED YES PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR OTHERWISE NOTED. WATER RESISTANT (H.R.) AT BATHROOMS AND WHERE I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/THE BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '7" IN CONCRETE/MASONRY DEEMED APPLICABLE. NY5 MECHANICAL GORE AND FUEL OAS CODE EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 INSULATION DRAWING TITLE: FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHINI 12" OR CORNERS I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED AND AT SPACING NOT EXCEEDING 4' ON CENTER. 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 2. ALL MECHANICAL SYSTEMS„APPLIANCES, 6 EOUIPMENT SHALL BE LISTED, EXTERIOR WALLS - WIND LOADS W/FLEXIBLE FINISHES L/I20 GENERAL NOTES (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET FOIL TO BE PLACED TOWARD WARM SIDE. LABELED, $ INSTALLED IN ACCORDANCE w/ MANUFACTURERS SPECS d CODE. CODES AND REFERENCE STANDARD: IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING ENERGY TABLE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 20251 NEW YORK EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 3. ALL FUEL OAS SPACE HEMEI S APPLIANCES I RESIDENTIAL BUILDINGS STATE BUILDING GORE, 2025 NEW YORK STATE RESIDENTIAL iGODE, 2025 CONCRETE PANELS OF 5/8 THICKNESS MINIMUM. WALLS FROM 6 BELOW GRADE TO 24 BELOW GRADE IF DESIRED BY SHALL BE EQUIPPED w/ FLAME: SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL STRUCTURAL DESIGN CHARTS NEW PORK STATE PROPERTY MAINTENANCE GORE, AND 2025 NEW , 202ORK CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE SUPPLY TO THE BURNER WHEN 'THE FLAME OR PILOT LIGHT 15 EXTINGUISHED. STATE ENERGY CONSERVATION CONSTRUCTION CODE. 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE FOUNDATION WATERPROOFING. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 4. SUPPLY $ RETURN DUCTS ORR PORTIONS THEREOF NOT LOCATED 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF TO DRY BETWEEN GOATS. FINAL GOAT TO BE 5AN12ED SMOOTH. 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: COMPLETELY IN51DE THE BUILWING THERMAL ENVELOPE SHALL BE IN5ULATED STRUCTURAL DESION LOADS - 9" R-50 FOR FLAT CEILIN65 TO AN R-VALUE OF AT LEAST R-b FOR DUCTS 3"0 $ GREATER, AND AT LEAST WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2024 HOOP FRAME 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND - 5.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS R-6 FOR DUCTS UNDER 3"m. (N'IY5 EGG R403.3.3) PAGE: CONSTRUCTION MANUAL BY THE AMERIGAN FOREST $ PAPER ,A550CIATION ALL OPENINGS. - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION (AF4PA) AMERIGAN WOOD COUNCIL (ANC). - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION 5. SUPPLY E RETURN DUCTS LC7GATED WITHIN CEILING INSULATION SHALL BE USE LIVE LOAD DEAD L O D 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-003. - 5.25" R-21 FOR FLOORS INSULATED TO AN R-VALUE OF: AT LEAST R-8, AND BE IN CONTACT WITH G-002m00 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2025 NEW YOORK STATE INSULATION OF AT LEAST R-Ig' AT ALL POINTS ALONG, ABOVE THE TOP OF, AND EXTERIOR BALCONIES 40 psf 15 psf PLUMBING GORE. BELOW THE BOTTOM OF DUCTWOORK. (NY5 EGG 403.3.5). ADDITIONALLY, 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2025 NEkW YORK STATE DUCTWORK WITHIN ATTICS 5HA1LL BE INSULATED AOAIN5T AND ABOVE THE DECKS 40 psf 15 psf INSULATED DUCTWORK TO A VALUE EQUAL TO OR GREATER THAN THE MECHANICAL CODE AND 2025 NEW YORK STATE FUEL OAS CODE. PROPOSED CEILING INSULATIOPN R-VALUE, LE55 THE R.-VALUE OF THE 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-1 NATIONAIL ELECTRIC DUCTWORK INSULATION (R403 5.4.2.2) PA55ENGER VEHICLE 6ARAOE5 50 psF AS PER PLAN DATE: 05/07/26 2 OF $ GORE, NFPA -70 AND 2025 NEW YORK STATE ENERGY CON5ERRVATION UNINHABITABLE ATTICS WITHOUT STORAGE 10 psf 15 psf CONSTRUCTION CODE. (MAX CLEAR HOT ( 42) UNINHABITABLE ATTICS WITH 5TOPAGE (MAX CLEAR HOT > 42") 20 psf 15 psf HABITABLE ATTICS $ 30 psf 15 psf ATTICS SERVED BY FIXED STAIRS ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf SLEEPING ROOMS 30 psf 15 psf STAIRS 40 psf 15 psf GUARDRAILS AND HANDRAILS 200 psf 15 psf ROOF LOADING (LIVE = GROUND SNOW LOAD, 50 psf 15 psf NOTE: ASD GROUND SNOW LOADS, *ALL STRUCTURAL DESIGN CON51DER:ATIONS ARE IN CONFORMANCE WITH ASCE '7-22 (MINIMUM DESIGN LOADS FOR BUILDIN55 AND OTHER STRUCTURE5) HIOLDOWN DETAILS T`I'f= GAL NAIL_ INO/STRAFFI NO REOU I REMENTS FOR FASTENING SGHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. 5PEC.'s;MANUFACTURER U F L- F T SHEAR $ LATERAL Kill RESISTANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS CL SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, Q AND ROUGH OPENING FRAMING REQUIREMENTS) "ALL STRAPPING TO BE V4"X 20 GAUGE** -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWEIS Lu FUSE IOd NAILS IF 5TRAPPINIO 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J HOEDOWN ' HOEDOWN 'B' FASTENER SPEC. FASTENER DESCRIPTION Q :�' N GONNEGTION A NA LINO OR D AND QUANTITY SPACING U) ROOF $ GE I L I NO FRAM I NO _ � o FOR New :r: ION'- AT RAFTER TO RIDGE ��v }: 0 FOUNDATIONS I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd (.0 „„„„„-„~ CONNECTION: COMMON NAIL w/o PREBORED HOLES. i ENDWALL ENDWALL ""~ RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER RAFTER L- N z O „„-- (3) 2x FULL (3) 2x FULL CORNER STUD „„„..„„~ "„ „ �ry 2 2.WOOD 15 ASSUMED TO BE D,F,#2 ! BTR. IN DRY USE a HEIGHT STUD HEIGHT STUD FOR STRAP - 3 5 d COMMON R.R. SERVICE •� CORNER STUD CONNECTED TO f^"" '^� 2° �+ CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST � U ONNECTED TO TRANSFER SHEAR 0 N NAILS ® EA. END OF STRAP. B.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL TRANSFER SHEAR \�V • (EVIDENT DURING INITIAL INSTALLATION)PRESORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PAGE 6-003 EACH LAP 0 04 SIMPSON HDQS FOR ROOF SLOPES UNDER 5:12 WITH • . . . ,S+ HOLES,SET NEW MEMBER. O COm 'j_r W 2-I�d COMMON HOLDOWN ANCHOR ® 2-16d COMMON ROOF SPANS OF 28' OR GREATER ' ' ' a-J LOCATIONS NOTED NAILS ® 6" O.G. r� • • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED GEILIN6 J015T LAPS OVER PARTITIONS (FACE-NAIL) SEE PAGE 6-005 EACH LAP � N 0 � NAIIL5 0 6' O.G. +! ON PLANS 10" O.G. IF BLOCKED '' USE 4 8 d COMMON NAILS ® EA. 10" O.G. IF BLOCKED CORNER POST a "• END OF STRAP. • 5.SEE SECTION 6 FOR ANY REO'T TO CLINCH THE NAILS(TO Q 0 CORNER POST »"`'"-.., TIGHTLY BOND THE END OF THE NAIL TO A a0° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-005 PER TIE ^~' •-., THE ABOVE ASSUMES A RAFTER GRAPHIC BELOWI "SIMPSON" HDQS " """ �� N 6.DIMEN51ONS ARE DERIVED FROM THE NDS COMMENTARY HOLDOWN ANCHOR ® SPACING OF I6 O.G.; FOR SPACINGS SECTION 12.4-PLACEMENT OF NAILS d SPIKES a TABLE BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END LOCATIONS NOTED OF 24 \i/O.G., INCREASE NAILING BY A CR 4-I. ON PLANS ° a FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END W d <a CONNECTION BI $ B2 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING GONNE�TION: J HOEDOWN INSTALLATION OPTIONS: ,„.•• �•„„„w-•'" M .-'"� TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON ' PER FOOT _ FOR NEW P. GONG. FOUND.'s ..�~' ° ° ° FOR STRAP - 3 5 d* COMMON NAILS ® EA. -•„•: , 1 HOLDOWN CAST IN PLACE w/7/6"� THREADED ROD --' • • • END OF E5TRAP. • • v ' •,.e' s� WHNEN IN TOWN OF ISLIP OR NAILING I • • TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-16d COMMON JOISTS - EA. SIDE FOR EXIST, P. GONG, OR NEWLY CURBED FOUND-15 " ' ' NOTE CE:OMETRY EXCEEDS THAT PERMITTED IN THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO • • . . STUD TO STUD (FACE-NAIL) 2-16d COMMON 24" O.G. M CONCRETE w/ "51MP5ON" 5ET (HIGH STRENGTH EPDXY ----1 B I MA'<X. NAILING GRID ABOVE UTILIZE „r .�� 1 1 1 ADHESIVE), t FOR TEMP.'S O°F-40°F USE "SIMPSON' AT 51M'1P50N #H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • • FOR TOE:NAILINC� - 3 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME TOP or BOTTOM PLATE TO STUD (END-NAIL) SEE PAGE 6-005 PER 5TUD FILL TOP 2 COURSES SOLID $ CAST IN PLACE HOLDOWN ~'" w/7/8"cD THREADED ROD CONNECTION " ^-••••• ; FOR G.J. TO R.R. - I6 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, I� REQUIREMENTS FOR """„�•-......" RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJo15T, or BLOCKING (FACE-NAIL) 2-Ibd COMMON PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE +€ OR BELOW HOEDOWN 'ri' HOLE)ONN ID I 2 I6 d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAM I NO •!^ am ( FOR NEW a EXIST. CONNECTION GI G2 •FOR N JOIST TO BILL, TOP PLATE or 61RDER (TOE-NAIL) 4-Sd COMMON PER J015T WD FOUNDATIONS FOUNDATION a ONE STORY ONLY • (3) 2x FULL ENDWALL ENLY` POURED BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END Q HE16HT STUD CORNER STUD BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQS (5) 2x FULL Cj2 - - --'� TO 5TUD CONNECTION: BLOCKING TO SILL or 3-16d COMMON EACH BLOCK HOLDOWN ANCHOR ® 2-16d COMMON HEIGHT STUD „ „ '„„� • ol LOCATIONS NOTED NAILS ® 6" O.G. +F TOP PLATE (TOE-NAIL) ON PLANS C O.G. IF BLOCKED G I ° FOR STRAP - 3 5 d* COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-16d COMMON EACH JOIST CORNER POST NAILS ® EA. END OF STRAP N ° J015T ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST o FOR EA. PLATE TO STUD ABOVE 4 OR 2-16d CC IMCNY ° BELOW - 2 16 d COMMON NAILS BAND J015T TO JOIST (END-NAIL) 3-Ibd COMMON PER JOIST NAILS ® 4 " O. a, - ..... --~-••••••-~••~ BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-16d COMMON I PER FOOT • �, ROOF SHEATHINO ° d STRUCTURAL PANELS: SOLID INTERIOR ZONE Sd COMMON 6" EDGE / 121" FIELD a "SIMPSON" 57 D14RJ CONNECTION DI s D2 BLOCKING PERIMETER EDGE ZONE s Sd COMMON roll EDGE / 6" FIELD ® EA.SAY CABLE ENDWALL RAKE OR RAKE TRUSS w/ Sd COMMON 4" O.G. HOLDOWN INSTALLATION OPTIONS: UP TO a" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s HOLDOWN CAST IN PLACE w/7/V'0 THREADIED ROD GE I L I NO SHEATH I NO AT STfUD TO FLOOR ASSEMBLY TO SILL FOR EXIST. P. GONG. OR NEWLY CURSED FOUND.'P PLATE(S) CONNECTION: D2 7/5"(P THREADED ROD (PRE-DRILLED) EMBEDDDED 12" INTO CONCRETE w/ 'SIMPSON" SET (HIGH STREN67TH EPDXY I_I MIN. k -- „„ - GYPSUM WALLBOARD 5d COOLERS -1" EDGE / 10" FIELD ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMP� SON" AT CORNER ° ° FOR 5TfRAP - 3 8 d* COMMON NAILS ® EA. (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR • SPECIFIED ON D� ;-''' ° END OF: STRAP (WRAP STRAP UNDER SILL PL) WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) SPECIFIED FOUND. NOTE • FILL TOP 2 COURSES SOLID b CAST IN PLAICE HOLDOWN o o FOR EAi,. PLATE TO STUD ABOVE B OR BELOW - w/7/8"4) THREADED ROD a ° 2 116 d COMMON NAILS STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD m d ALTERMATE CONFIGURATION - ABOVE STUD TO P.STRAP w/(3) GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD FLOOR CONNECTION w/ # LPT4 SIMPSON (OR W ------ "" Sd NAILS m EA.END NAIL. NO/STRAFF NO C WINDOW/DOOR HEADER ° STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES OF EA.STRAP TO EA.JOIST-(FOR FLOOR SHEATHINO (SUBFLOOR) 2 ALTERNATE USE 0 SIMPSON H2.5A) V NOTATION: STRUCTURAL PANELS: A, - NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2024 WFGM,TABLE 5.1,P. 18a);WHEN STRAPPING GONNEGTI ON E „~~•-' I" or LE55: 8d COMMON 6" EDGE / 12" FIELD REQUIRES OVER 14 NAILS, USE SIMP50N 0516 STRAPPING (OR EQUAL). - ~"" GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD B - NUMBER OF SILL STUD5-ON FLAT (DOES NOT APPLY TO DOORS) (2024 WFGM,TABLE 5.255,P. 217) G - NUMBER OF FULL HEIGHT KING STUDS® EA. SIDE OF HEADER(2024 WFGM,TABLE 5.250, P. 2q8 ALTERNATE AS PER TABLE 5.25D, P. 2qq) ~� I"� • I - NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHIN6 NAILED 6" O.G. AT THE PANEL EDGE. A D D' - NUMBER OF 16d NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE AT 57UD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q (2024 WFGM,TABLE 3:7,P. ISq) '" PLATE(5) CONNECTION FOR EXAMPLE, IF WALL 5HEATHIN6 IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G 141 E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2024 WFGM,TABLE 5.22F, P. 2q4) SHEAR, CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (5-PLY) - NUMBER OF JACK STUDS ® EA. END OF 5-PLY HEADER(2024 WFGM, TABLE 5.22F,P. 2014) °< d ad SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS) 0 EA. SIDE a ° a, ° ° d 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B (DOES NOT APPLY TO DOORS) (2024 WFGM,TABLE 5b, P. Iq1) - ,",., ° d° * NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. E FOR STRAP - 3 8 d COMMON NAILS ® EA• S - FOR ROOF 51-EATHIN6 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUDIN6 4' ON EACH da KANOOTY CPTL LLC �"" '-•• ,, " END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SMALL BE FASTEN I NC SGHEDULE B ° d ° F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS " " "`" - ° d 9` FOR EA. PLATE TO STUD ABOVE $ OR BELOW - USED. RENOVATION (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) "" ".� 2 16 d COMMON NAILS A NOTATION SIONAOE FOR TRUSS TYPE, PRE-ENOINEERED ouGH A B c D (2 PLY (3 PLY F WOOD, AND/OR TIMBER GONSTRUGTION OPENING HDW HDR) 17250 MAIN ST THE FOLLOWING 5IGNACE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 2'-O" 2 I I 2 I n/A 2 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE NEW SUFFOLK, NY 11956 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 3 I 3 I n/A 3 Si�L_ I G I NO O TOE' fi�LAT OABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE 2 BRAGINO/STRAFFINO AUTHORITY HAVING JURISDICTION: DRAWING TITLE: * - PROVIDE (2) 2"xIO" HDR (MIN.) U.O.N. 6'-0" 4 2 3 4 1 n/A 4 BLOCKING 2 FOR RAKES 12"OR, HOEDOWN, ANCHOR BOLT, TOP PLATE LESS PROVIDE 5 5 1 n/A 5 SPLICE --} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® <TO LOGKIN6® 12"O.G. GONSTRUGTION TYPE DESIGNATION SHALL STRAPPING, & NAILING DETAILS LENGTH I 4'-O" O.G. AGHEIVE RAKE O.H. BE "1" "11" "III" "1\/" " "FOR WIND - EXPOSURES BAG - FOR WIND - EXPOSURES B8G - , OR V TO INDIGA'TE IO'-0" 1 n/A 4 6 2 n/A n/A ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 12— Lai n/A BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLIGE'A'^ THE NY5 BG. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FTJ LENGTH (FT.) TYP, STRAP w/(5) PAGE: -- Sd NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-0" 2'-O"/2'-roll 12'-0" 3'-O" OF EA. STRAP .40 6" DIAMETER 00, COMPONENTS THAT ARE OF 7RU55 TYPE, 16'-0" 3'-0"/3'-a" 16'-0" 4'-0" ATTIC PRE-ENGINEERED WOOD, OR TIMBER G-003mOO GONSTRUGTION AS FOLLOWS: ANGHO BOLT Si=EG I F I GAT ONS ~<,,,, N _`` - "F" = FLOOR FRAMING, INCLUDING BLOGKIN6 2 BAYS GIRDERS $ BEAMS 6"-12" SPECIFICATION (2024 WFGM TABLES 3.2A 8 3.28, P. 157-I60) „ 1 BACK® 4'-0" O.G. - "R" = ROOF FRAMING 24-0 4-0 /5-0 24-0 6-0 - "FR" = FLOOR 4 ROOF FRAMING DATE: 05/07/26 3 0 F 8 CORNER s2° CONDITION FOR ALL STRUCTURES: 5/B"0 ANCHOR BOLTS ® 52" O.G. 28'-O" 5'-O"/6'-3" 28'-O" 7'-O" 7. x 32'—O" 6'-0"/`I'-roll 32'-O" 8'-O° SECOND FLOOR (V ar• f 36'-0" 7'-O"/8'-a" 36'-O" NOTES: I.TABULATED SPLICE LEN6THS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-16d NAILS PER FOOT.FOR SHORTER SPLICE I N �•` LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 8'—O"/10'-0" 40'-0" II'-O" • BLOCKING 2 BAYS I. MIN. 7" EMBEDMENT INTO CONCRETE / PROVIDE AN EQUIVALENT NUMBER OF NAILS , SACK ® 4-O" O.G. C' END w/ 3 SQUARE WASHERS AND END NUT SETUP; ¢ ., 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-O" 10-Ou/12-6u 50-On 13-O" T1'P. STRAP w/(5) CONDITION IN EXPOSURE 15 "" STROKE TOP TWO COURSES SOLID 8d NAILS EA. END S.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" 12'-O"/15'-O" 60'-0" 1( -O" OF EA. STRAP I; HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT `D 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR �y LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR D t1 OR REPLACED BY HOLD OWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEICHT5 MULTIPLY THE ABOVE 70'-0" 14'-0" PLAN DIAGRAM OF ZONES 70'-O" la'-O" NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT) „ „ p 80-O 161.01180-O 22-O � FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL- 1.125 1 REFLECTIVE REFLECTIVE <. (SEE DIAGRAM TO LEFT) lO'WALL- 1.25 RED PANTONE II'WALL- 1.3?5 BLOCKING 2 BAYS WHITE 12'WALL-.51. THIS COLUMN w/MULTIPLIER BACK ® 4-O" O.G. #I B7 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-0" WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UF) 0I RDERS, 3 OR MORF_ SUFf=ORTS (THAT EXCEED FRAMING 5'rANDARD5, IT 15 REOV FOR FRAMER TO HAVE A RE5LOr-X I I` O FOR I LATFORM WOOD FRAM I O WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIIREMENTS: (FOR ENGINEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) Q AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BE keE A6 WHEN GIRDERS MIADE UP OF JOISTS NAILED CONNECTION ION 0 DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE SUPPORTS, JOINT5 ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES Lu MAX.52" LOCATED BETWEIEN ONE 5IXTH AND ONE QUARTER AS FIRE-5TOPPING. J C0 NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS m 12"O.C. P THE SPAN LEN6Tfl-f FROM AN INTERMEDIATE co2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOI5T STUDS STUD B (5)ROWS IOd NAILS a 12"Oz. SUPPORT. NO TWO ADJOINING J015T5, NOR MORE SERVES AS FIRESLOPPIN6. Q 4-1 N SUBFLOOR F^ THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE L0 DBL ENDS T' SU$FLOOR (2)ROWS I/2' m BOLTS m 12"O.G.STAGGERED; JOINTED ON THE 'SAME SIDE OP THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE (5 � b7 G WO-PIECE PLATE SERVE AS FIRESTOPPIN6. SOLE PLATE BUILT I IF 61RDER p MAX.32" NAILNQ: _ O SOLE PLATE D (2)ROWS 1/2' m BOLTS a 16"O.C. TWO IP EGE GIRDIER5 ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE ,, � �; (D JOIST SERVES A5 FIRESTOPPIN6. L- SIDE WITH IOd NAILS, TWO NEAR EACH END OF z O E (2)ROWS I/2" 4)BOLTS• 24"O.G. ' � � (�J BETWEENWITH 1/6 EACH PIECE, OTHFER5 STAGGERED A DISTANCE 5 5. FIRESTOPPING I SHALL BE 2 INCHES OF WOOD BLOCKING 0- Y 1 F (2)ROWS 3-3/8"TRUSSLOCK 50REW Ll)5 m 12"O.G. a v4 of A OF I& INCHES BE17HEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. � w U SCREWED ON(I)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH .2- X N 6 (2)ROWS TRU55LOCK SCREWS• Ib°OZ- P' SIDE w/ IOd NAIL:5, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE O O O a--+ � SCREWED ON(1)SIDE OF MEMBER AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN m J015T, OTHERS 577AOOERED w/ A DISTANCE OF 52 .� H (2)ROWS 5-3/8"TRUSSLOCK SCREWS a 24"O.C. P BETWEEN NAILS IPN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPIN6. a-J N a-+ L0 J015T SCREWED ON(1)SIDE OF MEMBER O O MAXIMUM OFFSET (2)ROWS 5"TRUSSLOCK SCREWS® 12"O.G. THREE-PIECE 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Q a 0 JOIST DEPTH, d � SCREWED ON BOTH SIDE of MEMBER BUILT UP GIRDER F" MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS MATCHED 51ZE OF BLOCKING NAILS ON EA. 5VE w/ TWO 4O NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. (2)ROWS 5"TRUSSLOCK SCREWS a Ib"O.G. UNDER NON-LOAD BEARING FIRESTOPPING AND K JI SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDIN& INTERMIDIATE JOINTS, AND w/ THE 3 PARTITIONS ® 52" O.G. BLOCKING STUDTHERS 5TA56EFRED w/ A DISTANCE OF NOT MORE 8. THE HEADER SERVES AS FIRE-STOPPING. DOUBLE PLATE L (2)ROWS O BOTH 51D SCREWS o 24"O.C.oc BETWEEN I/6 4. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL SCREWED ON BOTH SIDE OF MEMBER a I/4 OF A THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. n 1 FOUR-PIECE CIDERS ARE TO BE ASSEMLED A5 BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO �J GE I L I NG BRAG I NG i P 5TRIN6ER TO SERVE AS FIRE5TOPPING. CANTILEVERED FLOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED CABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN b"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR a CONNECTION PATTERN 'B'WHEN 10' OR LARGER F^ FRAMING SHALL BE FIRE5TOPPED 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 I/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDER5 ARE TO) BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SOLE PLATE 2"x4" CONTINUOU5 6ABLE END MASONRY PIERS, NAILED TO WOOD P05T5 OR FIRE5TOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR LATERAL BRACE a b' O.G. TRU'S THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 U . - BAND BOLTED TO 5TEEfL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPIN6 SHALL BE J015T (2) IOd NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY GAN BE CARRIED n 1 G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL NA N� ATT RNS FOR S I D GOAD D B CAMS (i e . FLUSH 3 AMS) PLATFORM FRAME CONSTRUCTION SHRINKAGE IBLE L OF THE INTERIOR FINISH. PLASTER GEILIN6 ON (LJTJI -LOCATIONS REQUIRUN6 FIRESTOPPING- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE IO) Sd AS FIRE5TOPPIN0. •NAILS FIRE- FIRE- WOOD FIRESTOPPINS FIRE5TOPPING + STOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR 51DE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS V J015T * Sd COOLER NAILS® 10"O.G. NAILED' F BOLTED° I p N " NAILED A RAGE N' II 2 x4 BLOCK N ILE TO .B � I� VERTICAL 2 ROWS Ibd S ROWS Ibd 2 ROWS 14' 2 ROWS Yz" 2 ROWS)i' BLOCKING FIRESTOPPIN6 WHEN • eoLrs.�4" Ili% w/(4) IOd NAILS S COMMON COMMON BOLTS BOLTS STUD 20, STRAP O 12"O.C.6 •12"oG• j[. G.5rA6FiER0� 0 12'O.G. m b•O.G. GYPSUM BOARD TWO ROWS 12"O.G. THIREE ROWS 12"O.G. COVERING Is APPLIED TO UNDERSIDE OF DOUBLE PLATE , (10) 8d NAILS BEAM SELECTION w/ 5TD. NAILING ° ° ° LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 n 1 5d COOLER NAILS® 10"O.G. `✓ NOTE: ENDWALL STUDS AS NOTED IN NOTES 7 d 8 ° ° ° ° ' ° ' ° S NONCOMBUSTIBLE ALTERNATE Q JOIST SHALL BE LOCATED DIRECTLY • DENOTE5 ALT.FOR USE OF DRYWALL SCREW5 FIRE5TOPPING LOCATION VER STUDS, UNLESS TOP PLATE 15 4" a EDGE/12"a FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES 50LE WOOD FIRE5TOPPING OF GIRDER DESIGNED TO CARRY THE LOAD SCREWS o6 - IPW TYPE Pi OR 5 FIRESTOPPING LOCATION 5 LOCATION b 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TTWO ROWS b"O.G. FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O o 0 0 0 0 0 0 0 0 OVERLA I D ROOF S.STAGGER EACH ROW OF FASTENERS BY 12". O O 0 O 0 O O O O 2"SPACE NOT ATTACHMENT © VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. TO BE FILLED ® NAONGOMBUSPPROX.I 1TjIIBLCH TMFIRESTOPPING 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 \ _ ICK BOTH SIDE OF THE MEMBER. OR MP LED b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED F b"O.G.OR TR L FOR 4"O.G.NAIL SPACING, LOCATION 7 5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: 5TRAPPIN6 W/ T,2 ROWS OF Ibd COMMON NAILS 02'O.CJ FOR DEPTH^ 12"OR LESS \ \ FIRESTOPPING � 4 8d NAILS LOCATION 5 LOCATION a a EA.END® R.R. b.5 ROWS OF Ibd COMMON NAILS(12"O.CJ FOR DEPTHS OF 14",Ib"a lb... LOCATION 10 FULL WIDTH 2"x BLOCKING Z O 0 CONSTRUCTION DETAILS WIND LOAD FA7H CONNECT ON DF_TA I LS TOP PLATE DRILL 2"m INTO ROOF INTERSECTION DETAIL DECK FOR STRAPPING INSTL. NOT TO SCALE ,EXIST. OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 loci NTINUOUS LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s .i ALIGN NEW a EX. R.R.AS SHOWN KING STUDS PLAN VIEW NOTE: SIMILAR® 'SHED' WOOD JOTS WOOD Jai CRIPPLE STUD ROOF,R.R. IN LINE H BLOCKING JOIST HANCE HEADER W GENERAL REW REMENTS FOR. GENERAL REOU I REMENT5 FOR INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GI RDER/HEADE -O WOOD GIRDER JACK STUDS WOOD JOIST MAIN MEMBER O W Q JOIST FRAMING OVER WOOD C I RDER JOIST FRAM I NC FLUSH WITH C I RDER/HEADER TYP I GAL HEADER CONNECTION PROJECT: I. TOE-NAIL5 SHALL BE DRIVEN ® AN ANGLE OF ME DIAM.X 3 APPROX. 30° w/THE MAIN MEMBER a STARTED APPROX.,s THE LENGTH OF THE NAIL FROM THE MEMBER END, KA N O OTY C PT L■, L L C I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER. RENOVATION A MIN. OF (5) NAIL DIAM.'s AT A a0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THI5 APPLICATION, SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL RAFTER 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOI5T WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT BOTTOM PLAT 17250 MAIN ST IN EA. SIDE WHEN FASTENED TO A 2 x6 TOP PLATE. BATHTUB SUB FLOOR NEW SUFFOLK, NY 11956 DOUBLE JOIST DOUBLE J0157 TOP PLATE CHIM. CHASE SECURING ® STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB, ALL BATHROOMS WITH TILE FLOOR, w/STUDS TO ATTIC FLOOR k BLWO TO R/L SIDES w/STRAPPING TO R/L BIDES) � O UNDER KITCHEN FLOORS AND RADIANT FLOORS W 1 TH MUD. PAGE: Y w TOP PLATE ® W ND RES STANT CONSTRUCTION CONNF_CTORS GHIN4. CHASE WALL G-004m00 CONNECTION LOCATE ION: PART NUMBER: NOTES: 3 RIDGE-TO-RAFTERS C520 @ 21 " APPLY TO EACH PAIR OF RAFTERS z ® RAFTER-TO-WALIL H-1 APPLY TO EACH RAFTER DATE: 05/07/26 4 OF 8 ROOF o a 0 RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER Nz O REQ'D BLOGKIN6 �� a TO ALIGN w/STRAPPING PLATE-TO-WALL STUD 0520 @ 18" APPLY TO EACH WALL STUD d H u1 ® EA. LEVEL ABOVE w z THE FIRST FL. 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 © 56" APPLY TO EACH WALL STUD ® -W k{ FLOOR/GLG. ® HEADER-TO-JACK STUD C520 © I2" APPLY TO EACH JACK STUD_j CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWNI ANCHOR 55T516 APPLY TO EACH 51PENALL END 157. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE SIDE VIEW PLAN VIEW (USE WITH 5" SQUARE WASHERS) USE THE FOLLOWING OR APPROVEID SIMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. GENERAL 5�M50L FOUNDATION PLAN NOTF-S NEW PARTIAL HEIGHT I. RESERVED HYDRONIG AIR HANDLER: EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. O O I. PROVIDE I NEW HYDRONIC AIR HANDLER(5) BY "RHEEM" a EUAL Q WHEN APPLICABLE) 2 OS APPROVED LL (1) UNIT NO BASEMENT Lu EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 5. PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES J O 57L. WHEN APPLICABLE) THROUGH WALL5 OR CEILING c,,) MIN. (2) 2"x4" STRUCTURAL 4. INSTALLER TO PROVIDE BLOCKING, PIPING, AND Q �, N NEW I-HR FIRE RATED ® POST FOR 4" WALL5 // •- '/ WOOD FRAME (L.G. 5TL. (MIN. (2) 2"x6" STRUCTURAL `/ O A/C CONDENSERS: ELECTRICAL A5 REQUIRED FOR MOUNTING AND � C POST FOR 6" WALLS), U.O.N. 2 1. PROVIDE I NEW 2.5-TON A/C CONDENSERS BY "RHEEM" INSTALLATION. WHEN APPLICABLE) 5. HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER OR APPROVED EQUAL. � NEW 2-HR FIRE RATED /. 2. PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH REQUIREMENTS OF A/C 4 HEATING SYSTEM (SEE , � WOOD FRAME (L.G. 5TL. NEW PLUMBING WALL THERMOSTAT FOR ZONE DESIGNATION). L Z WHEN APPLICABLE) ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). O O a N 0 3. INSTALL A5 PER MANUFACTURER SPECS. 6. PROVIDE HOT WATER COIL AND CONNECT NEW HOT 'CD u') 1 � 4. INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND WATER/BOILER COMBO TO NEW COIL. SURFACE (GONG. PAD OR OTHER) w/ WEIGHT RATING CO O O � O NEW MEGH. AREA: m SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF r- O CONDENSER. O I. INSTALL ALL INDICATED EQUIPMENT A5 PER MANU.. SPEG.'s fV c 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY GAS 2• MAINTAIN 50"x30" CLEARANCE IN FRONT OF MECHANICAL Q O a: 26 APPLIANCE, AND AT LEAST 3' FROM WINDOWS/DOORS UN 1 TS AS PER NY5 MG 506.1 WHENEVER POSSIBLE. 5. MAINTAIN ALL APPLICABLE VENTING CLEARANCES REQUIRED PER NY5 MG 804. O COMBINATION BOILER 4. IF APPLICABLE, DISCONNECT, REROUTE, $ RECONNECT n 1 3 NEW NAVIEN N05-I10/060H NATURAL GAS W VJ ALL-HUNG EQUIPMENT TO EXIST. PIPING AS REO.'D. COMBINATION BOILER (OR APPROVED EQUAL). I. VENT THROUGH EXTERIOR SIDEWALL. TYPICAL MECHANICAL AREA NOTES: 2. F.A.I. THROUGH EXTERIOR SIDEWALL. I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY 5. INSTALL PER MANU. SPEC.'S "DUROCK" (OR EQUAL) 4-J 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/8" U TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) 5. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. W M SPEG.'s AND AS PER NY5 MEGH. AND FUEL GAS CODE 4� W 4. WHEN EXIST., MEGH. EQUIP. SHALL BE VERIFIED THAT IT CONFORMS TO NYS MEGH. AND FUEL GAS CODE 46-,y2 5. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE + b-8 — FRESH AIR INTAKE FROM EXTERIOR 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL U c EMERGENCY SHUT OFF SWITCH 7. FOR GAS SERVICE, PROVIDE GAS SHUT OFF SWITCH — — — — — — — — — — — — — — — — — — 5. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER CLEARANCES AS PER CODE CI) cl. PROVIDE 5" FLOOR DRAIN IF REO'D BY EQUIPMENT 4 CONNECT TO SANITARY SYSTEM AS PER NYS Q PLUMBING CODE 10.APPL I ANCES JO I NED THROUGH A COMMON NATURAL ———i——— DRAFT VENTING SYSTEM SHALL COMPLY W 1 TH ALL 5ECT1 ON5 OF 2020 NY5 RG 02427. Hill Hill \ EXIST. \ BEDROOM I II I Lu I III - V 0 XISTING CABINETS, --------------- ----------------- ------------- �® LUMBING FIXTURES _____________� RiEMOVE E��1 1�I XIS- /=\T-�I_N -G\-�E�I IIIILI IIIINI-6 T O-=B Hill /\E REMOVED ------- T 0dJ - - TRUE 2-"X b" �X15TINO STAIR S IO-6 E D R TO BASEMENT - ------------ -----------------------1/--� < ---------- I ACTUAL 4"X 4' I�EXIST. HEADER-G I I I 1 BEDROOM 1 III IOi j III ----------�_-�- ' I I EXIST. SHELF STRUCTURE i II ______ 1 BATHROOM L-- AND FINISH TO BE REMOVED I II ------- REMOVE EXISTING GEILIN6 j �/_� rn7 w IN ROOM AND OL05ET 1 /C\ (I 1 aI III III O O 1 1 1 \\\ I II I 2 V --- EXISTING MEGH � — LUMBING FIXTURES II I TRN EXIST. MEGH. L J ROOM j I HIMNEY " ROUND STEEL Q EXIST. r---i COLUMN /i \\ BEDROOM I - L==== -L====== TL=====__= 1 O 1 1 PROJECT: I I I _ I TRUE 2"Xb" - 1 F.J. ® I6" O.G. KANOOTY CPTL., LLC I I 4 m �\ ---- ----� s X15T. RENOVATION -\- oo B RNING I BASEMENT STOVE O BE RE D EXISTING CABINETS, I - - - 17250 MAIN ST PLUMBING FIXTURES # APPLIANCES TO BE REMOVEi� 1 NEW SUFFOLK, NY 11956 EXIST. 1 I PROPOSED d� KITCHEN EXIST. '°a DRAWING TITLE: DINING ROOM ' i EXIST. GRAWLSPAGE ( X w ( x w '= BEDROOM N PROPOSED DEMOLITION PLANS REMOVE EXISTING CEILING --- PROPOSED EXISTING FOUNDATION (FINISH AND STRUCTURE iT TRUE 2"X 6" t HEADER /, 1 /j PAGE: F-1 L7 r-' V A-10100 II II II II X_ NZ IL DATE: 05 07 26 / / 5 OF 8 DEMOLITION NOTE: PROVIDE SHORING AND SUPPORT TO ALL AFFECTED STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. f, 10'-3y2" PROPOSED DEMOLITION, PLAN EXISTINO FOUNrD)ATIOil PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-01' ALL NEW WINDOWS SHALL BE ANDERSON 400 SERIES; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "0-005" FOR NAILING $ STRAPPING 0ENERAL 5%'r� /I T 50L_ <E"r : DETAILS. � ** SEE DOOR SGHEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) WINDOW CHART 0 EXISTING TO REMAIN - ESRE55 CLEAR W NEW WOOD FRAME (L.S. NEW FOUNDATION WALL ROUGH OPENING WINDOW DIMENSION OPENING LIGHT VENT J co 5TL. WHEN APPLICABLE) TAG COUNT TYPE MODEL # TEMP PROV. PROV. C) WIDTH REQ D: 20 PER UNIT PER UNIT Q 2 N NEW I-HR FIRE RATED ® POST FOR 4" HALLSTURAL WIDTH HEIGHT WIDTH HEIGHT OPENHEINHREO'D: 5.1 S.F. (S.F.) (S.FJ �� In WOOD FRAME (L.6. 5TL. IFO WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL A 3 PICTURE APW6440 6' 4" 4' O" 6' 3 3' II 4" 23.4 O]1 _ P05T FOR 6" WALLS), U.O.N. r>-: 15 - NEW 2-HR FIRE RATEDIF-IF z 0 WOOD FRAME (L.6. 5TL. NEW PLUMBING WALL AT I PICTURE APW6440 6' 4" 4' O" 6' 3 3' II 11 23.4 O m •� LLO WHEN APPLICABLE) B I PICTURE P3040 3' 0 �" 4' O 2' II 4' O" a.4 0 > x � N G 2 CASEMENT GXW24 6' O �" 4' O 5' II 4' O" '1.�i 5.F Iq JIb.a 0 0 0 a-' FLOOR PLAN NOTES � 0 m +- DOOR NOTE: NEW PLUMBING FIXTURES: E 2 IF CASEMENT CH155 2'-4 �" 3' 5 " 7' O " 3' 4 i" 5.7 S.F Ib II.I 0 q c O I ONTALL NEk PLANS YI JELDOR DOORS PqHEN WEN' (OR EOUAL)GALLED OUT O SEE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. 7IF 0 ET I CASEMENT CW155 2'-4 g" 3' 5 i" 7' 0 i" 3' 4 E" 5."i S.F x Ib II.I Q 0 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3. NOTE DOES NOT INDICATE EACH NEW DOOR O FT I -IF-PICTURE P5540 3' S g" 4' O j" 3' 4 4' O" X IO.b IF-0-1 PROPOSED;SEE DESI6NATION5 d DOOR SCHEDULE. TYPICAL BATHROOM NOTE: 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR I. WALL BOARD 6T 2 CASEMENT CXHI3 3 O 3 O 2111911 2 I I X b.a 6.1 WALL5, U.O.N. I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN F 5. INSTALL AS PER MANU 5PEC.'s ALL BATHROOMS }-T �F 2 CASEMENT G235 4' O 3' S 4' 0" 3' 4 X1-CIA 01.0 6.PROVIDE (2) 2"xl0" HDR., U.O.N. 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND '1. SEE PAGE 6-003 FOR ALL OTHER FRAMING TUB SURROUNDS ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2. SHOWER FLOORS O SMOKE DETECTOR / GO DETECTOR NOTES: 2.1. NEW TILE FINISH (H.O. SELECT) UPON I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT 2.2. CONCRETE MUD-5ET (SL5L OPE I/b" PER FOOT TOWARDS DRAIN) UPON SMOKE / CARBON MONOXIDE COMBINATION DETECTOR 2 2.3. WATER PROOF MEMBRANE TO COVER SHOWER HARD WIRED TO EACH OTHER w/BATTERY BACKUP. FLOOR, WRAP DRAIN $ AT LEAST 15" UP WALLS n , 2.INTERCONNECTION BETWEEN NEW $ EX15TINS DEVICES 3. EXTERIOR SHOWER WALLS SHALL NOT BE REQUIRED WHERE EXI5TIN6 ALARMS 5.1. EXTERIOR WALL NICHES TO HAVE MINIMUM 2" 20>'-4" 5'-5" 20'-lOy2" W ARE NOT INTERCONNECTED, AS PER NY5 R310.4. SPRAY FOAM 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 4.SMOKE / GO DETECTORS TO MAINTAIN 5' MIN. HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS THF-RM05TAT: NATURAL LIGHT VENTILATION $ OPENINGS TO BATHROOMS w/ SHOWER OR TUB. 10 I. PROVIDE THERMOSTAT FOR 2 ZONES: 5. INSTALL ALL AS PER MANU. SPEC.'s - ZONE I: GREAT ROOM (HABITABLE SPACE)5. r , C 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR - ZONE 2: BEDROOMS ,� 61_8 FLOOR AREA 224 S.F. IN COMPLIANCE WITH LOCAL GORE 2. H.D. TO SELECT MODEL; INSTALL AS PER WINDOW NOTE: MANUF. SPECS SAS S.F. REG. S.F. PROV. O I. ALL NEW WINDOWS $ DOORS SHALL BE 4 CASEMENT, FIREPLACE DOUBLE-HUNG, OR GLIDING (AS NOTED). INSTALL AS PER L1 ` ■(n MANU. SPEC.'S. II O RESERVED OFF FLOOR v ' LO ;MIN. b90 OR AREA 17.41 S.F. 30.6 S.F. ^` 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; - - - - - - - -- - '- - - - - - - - - - VENTILATION;MIN. W SEE DESIGNATIONS b WINDOW SCHEDULE. 3.FOR q SUBSTITUTIONS, SEE NOTE � IN CLA55 WINDOWS NEW EXHAUST FAN SHALL BE INSTALLED WHERE 4% OF FLOOR AREA q.0 S.F. 15.0 S.F. Q AND DOORS" ON PACE 6-002. 12 VENTILATION 15 NOT MET BY MEANS OF NATURAL -2'-lOy2" q'-4y2" V-4y2 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. CIRCULATION THROUGH WINDOWS OR DOORS TO 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WA5H OUTDOOR SPACES AS PER NY5 MEGH. GODS SECTION 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 405.5.2.5; INSTALL AS PER MANU. SPECS ( SOUND BARRIER WITHIN INTERIOR WALLS $ FLOORS 6.1. FOR ALL SKYLIOHT5 4 OPERABLE PANELS OF - HT 3Fol 6 HT 3 6T 3 FILL INTERIOR WALL5 $ FLOORS WITH INSULATION TO PROVIDE 5WIN61N6, SLIDING, $ BIFOLD DOORS NEW WOOD FLOOR: 4 6.2. WITHIN 15" OF F.F. 13 _ A SOUND TRANSMISSION GLASS (STG) FOR AIR-BORNE NOIaE OF 6.5. WITHIN 24" OF A DOOR I. NEW J" PLYWOOD 5UBFLOOR BENEATH (SLUE d 50REW); NOT LESS 50 AS MEASURED IN ACCORDANCE WITH ASTM E qO. 6.4. WITHIN 5TAIRWAY5 d WITHIN 36 OF A LANDING 50REW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. 6.5. WITHIN TUB/SHOWER ENCLOSURES INTERIOR. 6.6. SEE AL50 6ENERAL NOTES ON PAGE 6-002 2.NEW FINISHED FLOOR PER H.O. SELECTION 7. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND 1 EXIST. 105 \ III PROF. MASTS ^_ B THROOM (� WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM NEW LAUNDRY ROOM: COVERED 5'1 SOFT th HIGH EFFICIENCY LAMPS: (2) 2"xlO" HEADER U.O.N. 14 1. NEW WA5H/DRY HOOK UP PORCH I \ I / ALL PERMANENTLY INSTALLED LI LAMPS, FIXTURES SHALL a.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 2.COORDINATE LAUND. ROOM $ DOOR DIM.'s O \ CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER 2025 NY5 EGG NYS R321.2 FOR OPERABLE WINDOWS WITH SILL HEI6HT5 w/SIZE OF EQUIP. R404.1 LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-72" 3.PROVIDE HOOK UPS AS REC S PER MANU. 12 8 ABOVE GRADE OR THE ADJACENT SURFACE AT THE INBUILDING EXTERIOR. \ MODIFIED ' C)" ' HOT WATER PIPING INSULATION: DRYER EXHAUST NOTE: I. DUCT SHALL TERMINATE TO EXTERIOR BEDROOM / � LAT �m MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE EGRESS NOTE: 224 50FT FILING INSULATED TO AN R-VALUE OF NOT LE55 THAN R-3 FOR THE 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY - HIP \ / FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 4 R403.5: IN COMPLIANCE WITH NEW YORK STATE BUILDING OPENIN65 CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 6A5 V CEILING 5.DUCT 51ZE AS PER MANU. FIREPLACE \ / I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING EGRESS SHALL BE FOLLOWED: 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 60-O" 3 HEADER OF O l q I _ FLUIDS >105°F OR <55°F (R403.4) NET CLEAR OFENINO........... 5.7 S.F. 5• TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN ISTING WALL \ / _ 2. PIPING J" AND LARGER IN NOMINAL DIAMETER NET CLEAR HE16HT............... 24" MINIMUM CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO _ CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM I I m 3. PIPING SERVING MORE THAN (I) DWELLING UNIT NET CLEAR WIDTH................. 20" MINIMUM SHALL BE LIMITED TO 51NGLE LENSTH5,NOT TO ¢ „ O 5-Yl2 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE EXCEED a FEET AND SHALL BE LISTED AND LABELED 2'-✓" 2-I FT i 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD 4 RESERVED IN ACCORDANCE WITH UL 215aA. �� 6 O Pm 6. PIPING LOCATED UNDER A FLOOR SLAB 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D O O 13 5-2y2' cv -I. BURIED PIPING METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS _ +- SAS FIREPLACE: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 103 104 a. SUPPLY +� RETURN PIPING IN RECIRCULATION SYSTE 5 O DUCTS SHALL NOT BE CONNECTED WITH SHEET-US TAL � 7 OTHER THAN DEMAND RECIRCULATION SYSTEMS. 6 I. PROVIDE NEW 6A5 FIREPLACE BY "MAJESTIC OR ����II'"`` APPROVED EQUAL SCREWS � Iq -4" I 14-0' I CEILING 2.INSTALL AS PER MANUFACTURER'S SPECIFICATIONS 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE T 1 I10 AND NY STATE CODE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 5.REFER TO INSTALLATION MANUAL FOR ALL REQUIRED FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° lob VENTING TERMINAL CLEARANCES BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES _ _ _ COLLAR TIES ABOVE z 4.REFER TO INSTALLATION MANUAL FOR MANTEL NOT INCLUDE THE TRANSITION DUCT. INSTALLATION GUIDELINES O VIEW TILE FLOOR: 7 VENTILATION I. NEW TILE FINISH (H.O. TO SELECT) UPON 1 NATURAL LIGHT � c� (HABITABLE SPACE) 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 3.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON _ PROPOSED 1 FLOOR AREA 206 S.F. � 4.NEW " PLYWOOD SUBFLOOR BENEATH (SLUE $ SCREW); CREP'�T ROOM E SCREW PERIMETER OF 5HEATHIN6 6" O.G. 8 12" O.G. 0 i- Z0 50FT INTERIOR. PROPOSED 3 � S.F. REQ. S.F. PROV. DEN Q LIGHTING;MIN. e>% - - - 206 SOFT O OF FLOOR AREA 16.5 S.F. 1a.0 S.F. (QPMEP 10 OPENING K E VENTILATION;MIN. rn 4% OF FLOOR AREA b.2 s.F. n.l S.F. PROJECT: PROPOSED �� 13 13 r r O2 DINING ROOM 10 d 1845QFT o ET KANOOTY CPTL., LLC NA -3'-6" I I 4x6� m RENOVATION 1-1 _ A-2ol , o o I6-Oy2 6„ A-201 10: �j O O I IOb IOq 17250 MAIN ST m 13 FLA q:_ay2: PROPOSED 7 3'-4" GEILIN 3'-a" F7i, 12 4 m KITCHEN 107 F T PROPO ED NEW SUFFOLK, NY 11956 DOOR SCHEDULE O 145 5QFT m 1 PROF. Q q EI IN6BA 1 ROOM 5OFT la 5QFT 6T DRAWING TITLE: DOOR MATERIAL -_ RETURN FLAT ° PROPOSED FIRST FLOOR PLAN EIL�N6 FIRE RATING2'-8y2 3 6 TAG DESCRIPTION MANUFACTWRER p Q N 45 MIN. RATED NOTES WIDTH HEIGHT E J 5ELF-CLO5INO ® O K i- O iv - - � EX. 6 4 FIRST FLOOR O) EXIST. VENT ER TO ROOF 101 SINGLE SWING THERMA17 3' O" 6' a" STEP 13 13 14 I6'-Oy2" PAGE: L�I - 1 F „ • - - - - - 'I VAULTED 102 SINGLE SHINS THERMATrRU 3 O 6 a - - - - - - - - A-102m00 II =ry lol in LAUNDRY�/MUDROOM INS � BENCH 103 DOUBLE 5HINO ANDERSCON 51011 6 a • 104 DOUBLE SHINS ANDERScON 5101, 6' b" 3 3 142 5QFT Iq'-by2' DATE: 05/07/26 6 OF 8 105 FDOUBLE 5WIN6 ANDER5CON 6' O" 6' a" ��� WET O G G 106 51NOLE 5WIN6 JELD-WIEN 2' 6" 6' a" I X I I BAR lo'_3y2:, 5'-by2" 7'-0" 5'-q° 10-7 51NSLE 5WIN6 JELD-WEN 2' 4" 6' b° NATURAL LIGHT VENTILATION I'-loy2° 2'-4y2"-�I�Ea Ea-�I��Ea-I 5-1�2 I .J (HABITABLE SPACE) 5_3y2 Ica SINGLE 5WIN6 JELD-HIEN 2' 4" 6' b" FLOOR AREA 605 S.F. IOQ 51NSLE SWING JELD-WEN 2' 4" 6' a" ��� S.F. REG. S.F. PROV. 2CO'-4" * 5'-5" 20'-loy2" LIGHTING;MIN. 95% 4a.2 S.F. Ig5.6 S.F. 46'-7y2" I10 -IF POCKET JELD-WAN F2 4 6 b ��� F OF FLOOR AREA VENTILATION;MIN. 24.1 S.F. aq.0 S.F. III 71-51NOLE 5WIN6 JELD-KEN 2' 4" 6' b" • I� 4% of FLOOR AREA FROPOSED F I R57 FLOOR PLAN 1,456 S.F. GOND 171 ONED FLOOR AREA; 1,60-7 S.F. OROSS FLOOR AREA SCALE: 1/4" = 1'-0" OL uj ELEVATION NOTES --------- _j CY) < NEW P400D FRAME STAIR L 0 0 ELECTRICAL METER: (D EXIST. ELEC. METER 0 O NEW A/C CONDENSER ---------- 0 4-J d� Ex X EX X E OT E 0 L O O - � -0 C) NORTH ELEVATION (FRONT) NEST ELEVATION (R15HT SC)rz) (D SCALE: 1/4" = P-0" +j SCALE: 1/4" 0 - ALL EXISTING ROOF STRUCTURE AND FINISH TO REMAIN - ALL EXISTING SIDING TO REMAIN; PATCH AS NECESSARY FOR WINDOW/DOOR RELOCATION < - EXISTING FLOOR SYSTEM TO REMAIN - INSTALL NEW INSULATION IN EXISTING CAVITIES (D AS NECESSARY -- --------- Ell FE11 0=4 105 FT 11010 1 ]loll I 0 , SOUTH ELEVATION (REAR) FAST ELEVATION (LEFT SIDE) SCALE- 1/4" = I'-C" SCALE: 1/4" z w 0 5L)LDINO 5ECTION NOTF-5 Oj TYPICAL FLOOR CONSTRUCTION: ui I. FINISH FLOORING TO SELECT 2. 5/4" T4 CS CDX PL00. 5U5FLOOR GLUED 4 50REHED 5. EXIST. F.J. AS NOTED ON PLANS 4. MIN. R-21 ONLY BETWEEN FIRST FLOOR AND FOUNDATION) PROJECT: 5. 2" THK. SPRA'rFOAM AT BILD6. PERIMETER, RIM JOISTS SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOORS: EXISTING IkqALLS NOTE: FILL INTERIOR k4ALLS, 4 FLOORS WITH INSULATION TO IN-FILL FRAMING OF EXISTING WALLS SHALL MATCH SIZE O TYPICAL CEILING CONSTRUCTION, PROVIDE A SOUND TRANSMISSION CLA55 (5TC) FOR 4 5FACIN6 OF EXISTING WALL STUDS, U.O.N. KANOOTY CPIULC • EXIST. R.R., O.J., 4 C.T. AS NOTED ON PLANS AIR-BORNE NOISE OF NOT LE55 50 AS MEASURED IN • R-4di BATT INSULATION ACCORDANCE WITH ASTM E 410. WHERE THE CAVITIES OF EXISTING EXTERIOR WALLS ARE RENOVAMI( EXP05ED VURINO CONSTRUCTION, FILL CAVITIES N/ PROVIDE 2" THK• . SPRAY FOAM INSULATION a EAVES EXIST. RIDOE HEI6HT -—-—-1'+15. —-— FI5ERrz7LA5)S BATT INSULATION. ACCF EXIST. RIDGE HEIGHT 55 NOT -—-—-- NEW EXTERIOR HALL CONSTRUCTION (T'rP.): ELEV. REQUIRED AS PER CODE "01.1 ELEV. +15A' HOUSE MEMBRANE (SEE SIDING NOTE FOR 5PEC.S) UPON INACCESSIBLE 17250 M91N S • 1/2" CDX PL'r?C. SHEATHINO (BLOCKINGa ALL FLYJ,0 SEAMS) UPON 2ATTIC • 2"xb" STUDS a 16" O.C. W DEL. TOP PLATE NEW SUFFOL4M6 • MIN. R-51.5 SPRAY FOAM INSULATION • 5/5" 6(PSUM 5D. WALL FINISH 77E_x15TINe CEILING ZFFINISHED DRAWING TITLE: COLLAR TIES HALLWAY PROPOSED EXTERIOMMNS 5 5 5 PROPOSED SECTION O GREAT ROOM p BEDROOM co co 0 PAGE: EXIST. FIRST FINISHED FLOOR EXIST. FIRST FINISHED FLOORELEV. +2Y ELEV. A-201,10A ( EXISTING HEADER BASELINE (AVERAGE GRADE) DATE: 05/07/26 j0F_8 ELEV. +0.0' BASELINE (AVERAGE GRADE) ELEV. +0.0' EXISTING GRADE (SAND) SECTION H/A-201 SCALE: 1/411 4" FRESH AIR VENT I THROUGH ROOF I C- I Q I 0 3"1 O W I PROVIDE "ABESGO FF200 FR Lu J � I EXPANDING FOAM" (OR EQUAL) V (� I AT ALL PENETRATIONS IN FIRE _ k }'U I RATED WALLS AND � A[�LL PLUMBING WORK � � � k I FLOORS/GEILIN6S. PRODUCT SHALL CONFORM TO R Q I CONFORMS TO ASTM E 814, LOCAL PLUMBING CODE ASTM E 54, AND UL 1474 _ O 1 , ; C4 I L O I O O N Z i a •� u � � I c x D N E&END 2" ____ 0 4- FULL BATH FULL BATH � OO m � CD FULL BATH FULL BATH ---r--'r-_ _I_ --- -I------------------ NOTE: .-+ —r——T—— —_r=—— I I I I ALL PLUMBING WORK ————— HOT WATER � N O � r---- I I I I I I I SUPPLY CU I I 1 SHALL CONFORM TO KITCHEN MUDROOM Q O p_ Q pp I 2 I „I I 2 I 1 i 2 MUDROOM 11 1 2' KITCHEN LOCAL PLUMBING CODE 1 -1I Q4 I SUPPL HATER a 1 2 1 1 I 2 1 I I GLEAN OUT w iSINK 1 ���K r?<- P oSINK �- 12 SINK 1 1 12 SINK I I 1 SINK 511 1 As REa'D ~ I I I I I I I Q4 I I Q4 I5 (� I PROVIDE "ABESGO FP200 FRn `_ I 1 1 1 I 5 EXIST. F.Al TO I 13 U 1 Q4 1 U I p� 1 IU z I Iv U I AT ALDIPENETRATIONS NaFIRE W I W F I yy F, REMAIN i IU W G i !V 1 v W G 1 I� � cv 1 I I? RATED WALLS AND L_ I I N I m N I' SHOWER N I �� m ry1 1= SHOWER NI 1, I(V iv1 ISHOWER I- ISHOWER I- 1 I- 2 I- - �I :N �I :N I .� iN FLOORS/GEILIN6S. PRODUCT A -I I —1 I -I I DW WASHER I I CONFORMS TO ASTM E 514, WASHER DW ---- - _.._..I_.._.._.._.._. _.._.r_. _.._. _. 1.._.._I._.._.._.._.._.._.._..1.._.._.._.._.._.._.._.._ . _.._.._.._..L..G.O. 3 3 G.O.Ny 1 .411 4" HOUSE v -I '- W TO STREET MAIN DRAIN G.O. nl WATER MAIN J (Y� w O (Y '�— M 4" r- p Q TO SEPTIC I S N SYSTEM Q 13 U c ImN� Im. DO0 4z �m.v�N O /r .r_n \� nV 1J CLW NOTE: ALL PLUMBING 4 p FUEL OAS WORK SHALL CONFORM _0 TO LOCAL k PLUMBIN6 CODE E 4 FUEL &A5 PIPING PENETRATIONS: GREAT ROOM MASTER BEDROOM 1. PROVIDE "ABESGO FF200 FR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS GAS FIREPLACE OAS FIREPLACE AND FLOORS/GEILINGS. 2.PRODUCT CONFORMS TO ASTM E p 514,ASTM E 54, AND UL 1479 O u u' VERIFY SIZE VERIFY SIZE VENT w/MANU, w/ MANU. m m REGULATOR o � 6A5 SUPPLY Z w L===> TO 6A5 v VERIFY SIZE MAIN w/ MANU. w m m Q 0 :E3OILER PROJECT: KANOOTY CPTL., LLC RENOVATION 17250 MAIN ST NEW SUFFOLK, NY 11956 DRAWING TITLE: ° ° ° PROPOSED EXTERIOR DETAIL PROPOSED PLUMBING RISER I I I � PAGE: ANk I A-401000 1 DATE: 05/07/26 8 OF 8 ° ff 1. CREATE WINDOW OPENING 2. APPLY WATER-RE515TIVE BARRIER; 5. APPLY SILL FLASHING AND 4. IINSTALL WINDOW AND APPLY 5. APPLY HEAD FLASHING 6. FOLD WATER-RESISTIVE BARRIER 1 OUT MODIFIED AND WRAP AROUND SILL WINDOW SEALANT JAMB FLASHING DOWN AND TAPE OVER GUTS AND SIDES OF WINDOW OPENING NATER-RESISTIVE BARRIER N I Nr�)CN FJ_ASH I NO (EXTERIOR 1�)OORS FROM N I NDON MANUFACTURER) SCALE: NTS