Documents › Zoning Board of Appeals, 2026-04-21

map survey 9 pages

Also attached to this agenda item: 100 Young Ave ZBA Application 4.21.26 Redacted 100 Young Marked Property Survey

FINISHING NOTES: 1. ALL WALLS AND CEILINGS TO BE 1 2" GYPSUM WALL BOARD TAPED AND SPACKLED 3 COATS MINIMUM. USE MOISTURE RESISTANT WALL BOARD ON AREA SUBJECT TO MOISTURE. 2. ALL CERAMIC TILE TO BE BACKED BY CEMENTITUOUS BACKER BOARD. 3. ALL GLAZING TO BE SIZED, CONSTRUCTED, TREATED OR COMBINED WITH OTHER MATERIALS TO MINIMIZE INJURIES IN THE EVENT OF BREAKAGE. (R308) 4. ALL CLOSETS TO RECEIVE VINYL COVERING AND HANG RODS UNLESS OTHERWISE NOTED. 5. ALL BATHROOMS TO HAVE CERAMIC TILE FLOORS WITH A 4" CERAMIC TILE COVER BASE. PROVIDE A MARBLE SADDLE AT DOORWAY THRESHOLD. 6. ALL HANDRAILS TO CONFORM WITH CODE R311.7.8 BUILDING PLAN REVIEW NOTES: TOWN BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED DOCUMENT FOR MINIMUM ACCEPTABLE PLANS SUBMITTAL REQUIREMENTS OF THE TOWN AS SPECIFIED IN BUILDING AND OR RESIDENTIAL CODE OF THE STATE OF NEW YORK. THIS REVIEW DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE. TO SEAL AND SIGNATURE OF THE DESIGN PROFESSIONAL HAS BEEN INTERUPTED AS AN ATTESTATION THAT, TO THE BEST OF THE LICENSEE'S BELIEF AND INFORMATION, THE WORK IN THE DOCUMENT IS: · ACCURATE, · CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION, · CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE SAFEGUARDING OF LIFE, HEALTH AND PUBLIC WELFARE, · IS THE RESPONSIBILITY OF THE LICENSEE. SYMBOLDESCRIPTION WALL MOUNTED LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE DUPLEX RECEPTACLE OUTLET SINGLE POLE SWITCH GFI GROUND FAULT CIRCUIT INTERRUPT RECEPTACLE 3-WAY SWITCH (ROCKER ON/OFF) NEW WALL EXISTING WALLS REMOVED PATCH & REPAIR LINE OF FLOOR ABOVE OR BELOW SD/CO SMOKE/CARBON MONOXIDE DETECTOR GENERAL NOTES: 1. IT IS THE INTENTION OF THESE DOCUMENTS TO PROVIDE FOR THE CONSTRUCTION OF A RESIDENCE OR RESIDENTIAL ADDITION INCLUDING EVERY ITEM REQUIRED TO COMPLETE THE WORK. ALL DISCREPANCIES TO BE REPORTED TO THE ARCHITECT. 2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST RULES AND REGULATIONS OF THE NEW YORK STATE BUILDING CODE AND ALL OTHER AGENCIES HAVING JURISDICTION OVER THE WORK. IT SHALL NOT BE CONSTRUED TO MEAN THAT ANY MORE STRINGENT REQUIREMENTS AS SET FORTH BY THESE DOCUMENTS MAY BE MODIFIED. 3. ALL MATERIALS AND CONSTRUCTION SHALL BE NEW IN STRICT COMPLIANCE WITH THE LATEST STANDARDS OF THE VARIOUS TRADE ORGANIZATIONS ( ACI, AISC, ETC...). 4. ALL MATERIALS TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. 5. ALL WORK SHALL BE COORDINATED WITH ALL TRADES TO AVOID CONFLICTS. 6. ALL CONTRACTORS TO MAINTAIN WORKMAN'S COMPENSATION AND DISABILITY INSURANCE IN AMOUNTS REQUIRED BY LAW. 7. ALL CONTRACTORS SHALL BE HELD TO HAVE VISITED THE JOB SITE TO BECOME FAMILIAR WITH THE DIFFICULTIES OF A PROJECT. 8. ALL CONTRACTORS SHALL OBTAIN AND PAY FOR ALL PERMITS, SOIL TEST REPORTS, ETC. REQUIRED TO COMPLETE THE WORK. 9. ALL CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS EFFECTING THE WORK, INCLUDING DIMENSIONS TO INSURE PROPER STRENGTH, FIT AND LOCATION OF THE WORK IF A CONDITION EXISTS WHICH DISAGREES WITH THOSE SHOWN ON THE DOCUMENTS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE FROM. 10. ALL CONTRACTORS SHALL VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES. 11. CONTRACTORS SHALL PROVIDE ALL NECESSARY SUPPORT, BRACING, SHORING, ETC. TEMPORARY OR PERMANENT, AS REQUIRED TO SAFELY CONSTRUCT THE PROJECT. 12. ALL CONTRACTORS SHALL EXERCISE GOOD JUDGMENT TO MINIMIZE DAMAGE TO EXISTING CONDITIONS ( INCLUDING LAWNS AND SHRUBS). ALL DAMAGED AREAS TO BE RESTORED TO ORIGINAL CONDITIONS. 13. THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE OWNER TO DESIGN, PROVIDE AND INSTALL ALL MECHANICAL, ELECTRICAL AND PLUMBING WORK. ALL SITE WORK, ALL MATERIALS AND ALL FINISHES WHICH ARE NOT OTHERWISE INDICATED ON THE DOCUMENT AND/OR REQUIRED BY APPLICABLE CODES OR OWNER REQUIREMENTS. 14. ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER THE INSUANCE DATE OF A CERTIFICATE OF OCCUPANCY. 15. OWNER TO SELECT FINISH MATERIALS; KITCHEN AND BATHROOM FIXTURES. TYPE AND LOCATION OF LIGHTING FIXTURES SWITCHED AND TELEPHONES JACKS. 16. THE OWNER IS RESPONSIBLE OF OBTAINING THE FINAL SURVEY AND ALL COSTS FOR BUILDING DEPARTMENT REQUIREMENTS. 17. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUE, SEQUENCES, PROCEDURES OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 18. THE ARCHITECT HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTIONS. 19. DUE NOT SCALE THESE DRAWINGS. UTILIZE DIMENSIONS ONLY. USE FIELD DIMENSIONS IN COORDINATION WITH PLANNED DIMENSIONS. SITE NOTES: 1. PITCH GRADE AWAY FROM THE BUILDING (R401.3). 2. STORM WATER TO BE DISPOSED OF IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. 3. ALL TREES WITHIN 15'-0" OF PROPOSED CONSTRUCTION TO BE PROTECTED. 4. ALL LANDSCAPING DAMAGED BY THE CONSTRUCTION OPERATION TO BE REPLACED AS REQUIRED. 5. ALL DAMAGED CURBING, SIDEWALKS, ETC... TO BE REPLACED. EXCAVATION NOTES: 1. EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES DOWN TO SPECIFIED LEVELS. 2. ALL TOP SOIL TO BE STOCK PILED FOR FUTURE USE. ALL GOOD MATERIAL NEEDED FOR BACK FILL TO BE STOCK PILED SEPARATELY. EXCESS AND UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM THE SITE. 3. ALL BACK FILL TO BE PLACED IN 12" LIFTS AND COMPACTED LAYER BY LAYER TO 95 PERCENT PROCTER DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D 1557. 4. BACKFILL AS PER CODE R404.1.7 CONCRETE NOTES: 1. SOIL BARING CAPACITY IS ASSUMED TO BE 3000 PSF ( TABLE R401.4.1) SHOULD POORER SOIL CONDITIONS BE ENCOUNTERED ACTUAL BEARING CAPACITY SHALL BE DETERMINED AND FOOTINGS ARE TO BE REDESIGNED. 2. ALL CONCRETE WORK TO CONFORM TO LATEST ACI CODE. 3. ALL CONCRETE (TO INCLUDE GARAGE SLABS AND CONCRETE EXPOSED TO WEATHERING) SHALL BE 3500 PSI AT 28 DAYS UNLESS OTHERWISE NOTED. ALL EXPOSED CONCRETE SHALL BE AIR ENTRAINED ( TABLE R402.2). 4. ADEQUATE PROTECTION TO BE MADE FOR CONCRETE AND MASONRY WORK AGAINST FREEZING. NO CONCRETE OR MASONRY SHALL BE PERFORMED IN 5. ADDITIVES SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. 6. ALL FOOTING TO BE CAST CONCRETE AND REST ON VIRGIN SOIL 3'-0" MINIMUM BELOW GRADE, STEP AS REQUIRED ( R403.1.4). 7. ALL FOOTING TO HAVE A PROJECTION AT EACH SIDE OF THE WALL ABOVE, PROVIDE 3 #5 CONTINUOUS REBARS UNLESS OTHERWISE NOTED (R403.1.3.5). - PROJECTION NOT TO EXCEED THE FOOTING THICKNESS 8. PROVIDE 2"x4" MINIMUM KEY WAY BETWEEN FOOTING AND FOUNDATION WALL (R403.1.1). 9. WALL FORMS TO REMAIN IN PLACE THREE DAYS MINIMUM. 10. CONCRETE FOUNDATION WALLS SHALL BE CAST MONOLITHIC NO HORIZONTAL JOINTS SHALL BE PERMITTED SHOULD A BREAK IN CASTING BE REQUIRED IT SHALL BE VERTICAL AND THE SURFACE SHALL BE PREPARED PRIOR TO THE NEXT CAST. 11. PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR MECHANICAL, ELECTRICAL, PLUMBING, TRADES AS REQUIRED COORDINATE WITH OTHER CONTRACTORS, AGENCIES, ETC... 12. CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR ALL WALLS AS REQUIRED TO EXIST WIND AND CONSTRUCTION LOADS. 13. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS SHALL BE DAMPROOFED. 14. ANCHOR BOLTS TO BE 5 8"Ø12" LONG WITH 3" HOOK AND 3"X3" WASHER SPACE 39" O.C. MAXIMUM FOR 8'-0" END ZONES, AND 45" OC FOR INTERIOR ZONES. PROVIDE TWO BOLTS AT EACH CORNER SPACED 1'-0" APART WITHIN 6" & 12" OF CORNER & PLATE ENDS WITH MINIMUM OF 7" EMBEDMENT IN POURED CONCRETE & 15" IN MASONRY BLOCK, FILL TOP TWO COURSES SOLID IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 3.2.1.7 TABLE 3.2A 15. ALL SLABS ON GRADE SHALL REST ON A 6" COMPACTED BASE OF CLEAN SAND OR GRAVEL INSTALL A 6 MIL. POLYETHYLENE VAPOR BARRIER PRIOR TO CASTING SLAB. 16. ALL SLABS ON GRADE TO HAVE 6"x6" W1.4 x W1.4 WWM REINFORCING CONFORMING TO ASTM A185. SEE R506 RESIDENTIAL CODE SECTION 17. PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR SLAB AND WALKS ON GRADE AT 20'-0" O.C. MAXIMUM IN BOTH DIRECTIONS. 18. STEP FOOTINGS DOWN AS REQUIRED. MAXIMUM STEP FOOTINGS SHALL BE ONE VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE. 19. CRAWL SPACE VENTS, IN ACCORDANCE WITH R408.1 ARE TO BE LOCATED WITHIN 3'-0" OF EACH CORNER OF THE BUILDING 20. ACCESS TO CRAWL SPACE AS PER R408.4 ROUGH CARPENTRY NOTES: 1. ALL LUMBER SHALL BE DOUGLAS FIR #1 OR BETTER, WITH AN EXTREME FIBER STRESS (Fb) OF 850 PSI MINIMUM. 2. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED UNLESS OTHERWISE NOTED. ( R317) 3. THE ENTIRE WORK SHALL BE ACCURATELY FRAMED PLUMB, LEVEL AND TRUE BRACED AND ANCHORED TOGETHER TO FORM A RIGID STRUCTURE; TO ENSURE EVEN SETTLEMENT AND SHRINKAGE THROUGHOUT. 4. ANCHOR BOLTS TO BE 8"Ø12" LONG WITH 3" HOOK AND 3"X3" WASHER SPACE 39" O.C. MAXIMUM FOR 6'-0" END ZONES, AND 45" OC FOR INTERIOR ZONES. PROVIDE TWO BOLTS AT EACH CORNER SPACED 1'-0" APART WITHIN 6" & 12" OF CORNER & PLATE ENDS WITH MINIMUM OF 7" EMBEDMENT IN POURED CONCRETE & 15" IN MASONRY BLOCK, FILL TOP TWO COURSES SOLID IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 3.2.1.7 TABLE 3.2, 3.2A, 3.2B, 3.3, & 3.3A 5. ALL NAILS, BOLTS. JOIST HANGERS AND FRAMING CONNECTORS TO BE HOT DIPPED GALVANIZED. ALL FLUSH CONNECTIONS TO BE SIMPSON STRONG TIE. 6. ALL JOISTS, HEADERS, BEAMS AND RAFTERS TO HAVE 2" MINIMUM BEARING AT EACH END. 7. FLOOR JOISTS SHALL BE BRIDGED AT 8" O.C. 8. ALL STRUCTURAL LUMBER SHALL BE KEPT 2" CLEAR OF CHIMNEYS AND FIRE BOXES. 9. HEADERS, TRIMMERS AND JOISTS UNDER PARTITIONS TO BE DOUBLED. BLOCK BETWEEN JOISTS UNDER PARTITIONS. STUD WALLS TO BE BLOCKED SOLID AT MIDPOINT. 10. PROVIDE HEADERS OVER ALL OPENINGS EQUAL TO FULL WIDTH OF FRAMING. ALL WALL OPENINGS SHALL HAVE DOUBLE STUD JAMS. MINIMUM HEADER SIZE TO BE (2) 2"x6" FOR OPENINGS UP TO 3'-0" WIDE AND/OR (2) 2"x8" FOR OPENINGS UP TO 5'-0" WIDE UNLESS OTHERWISE NOTED. 11. ALL EXTERIOR WALL CORNERS TO HAVE FOUR STUDS MINIMUM NAILED WITH 16d @ 12" O.C. 12. ALL TOP PLATES TO BE DOUBLED WITH A 48" MINIMUM LAP SPLICE BUT JOINTS TO OCCUR OVER A STUD NAIL WITH 16d @ 12" O.C. (WFCM TABLE 3.20) 13. PROVIDE 3 4" CLEARANCE FROM TOP OF ALL INTERIOR NONBEARING PARTITIONS TO UNDERSIDE OF FRAMING. 14. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS FOR TYPES AND SPECIES AS IDENTIFIED BY APPROVAL AGENCIES STAMP. 15. ALL SHEATHING SHALL BE 1 2" DOUGLAS FIR EXTERIOR GRADE PLYWOOD NAILED AS PER NAILING SCHEDULE PROVIDE TO INTERIOR INTERMEDIATE BLOCKING POINTS. COVER SHEATHING WITH AIR INFILTRATION BARRIER PROPERLY TAPED AND SEALED. 16. PROVIDE COLLAR BEAMS AT ROOF RAFTERS AT 32" O.C. 17. STRUCTURAL ENGINEERED LUMBER TO BE AS MANUFACTURED BY TRUSS JOIST MACMILLAN OR APPROVED EQUAL. 18. PROVIDE FIRE BLOCKING AS PER R602.8 & 502.13 IN ACCORDANCE WITH SECTION R302.11 (FIREBLOCKING), DRAFT STOPPING AS PER 502.12 IN ACCORDANCE R302.12 (DRAFTSTOPPING) 19. WINDOW INSTALLATION AS PER R609.5 AND R609.6. 20. ALL WOOD SILLS, BLOCKING, NAILERS, ETC...IN CONTACT WITH MASONRY, CONCRETE OR SOIL TO BE ACQ (TREATED). 21. ALL SUB-FLOORS TO BE 3 4" PLYWOOD NAILED WITH 8d MINIMUM AS PER NAILING SCHEDULE. 22. FOR HEADERS OVER 5'-0" LONG USE DOUBLE JACK STUDS. 23. MANUFACTURED BY TJI CORP. OR APPROVED EQUAL. 24. MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANCE WITH R502.1.1 MATERIAL FOR LOAD BEARING STUDS, PLATES AND HEADERS ARE TO IDENTIFIED IN ACCORDANCE WITH R602.1.1 25. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT, BORED, OR NOTCHED IN ACCESS OF THE LIMITATIONS SPECIFIED IN FIGURE R502.8. CUTS, NOTCHES AND HOLES BORED IN ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH PENETRATION ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER, IN ACCORDANCE WITH R502.8.2. STUD DRILLING AND NOTCHING ARE ALSO TO COMPLY WITH R602.6. ( SEE DETAIL) 26. IN ACCORDANCE WITH SECTION R312.1, REQUIRED GUARDS FOR HANDRAILS ARE TO 27. ALL CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED. 28. PROVIDE 1 4" 29. STAIR TREAD SHALL BE 11 4" THICK CLEAR OAK, UNLESS OTHERWISE NOTED. 30. CERAMIC TILE SURFACES AND INSTALLATION ARE TO COMPLY WITH R702.4, OTHER FINISHES TO COMPLY WITH R702.5 AND R702.6. 31. ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE CHANGES ARE MADE TO THE STRUCTURE ON SITE. FINISH CARPENTRY NOTES: 1. HARD WOOD FLOORS TO BE 1"x 2" TONGUE & GROOVE OAK (B GRADE) INSTALLED OVER ROSEN PAPER. SANDED SMOOTH AND FINISH WITH 2 COATS OF POLYURETHANE. 2. STAIR TRENDS TO BE 11 4" THICK CLEAR OAK UNLESS OTHERWISE NOTED. 3. INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLESS OTHERWISE NOTED. EXTERIOR TRIM TO BE CLEAR MATERIAL TO MATCH SIDING. 4. ALL EXTERIOR DOORS TO BE FULLY WEATHER STRIP. 5. ALL INTERIOR DOORS TO BE 13 4" THICK RAISED PANEL UNLESS OTHERWISE NOTED. ALL JAMBS AND BUCKS TO BE CLEAR. CONNECTION DETAILS: 1. ALL FRAMING HARDWARE TO BE SIMPSON STRONG TIE OR APPROVED EQUAL. 2. DUE TO THE NATURE OF FRAMING HARDWARE TO THE OTHER COMPONENTS OF THE STRUCTURE, SUBSTITUTION WILL RESULT IN THE CONTRACTOR ASSUMING RESPONSIBILITY FOR THE DESIGN AND PERFORMANCE OF THE ENTIRE SYSTEM. 3. ALL SPECIFIED FASTENERS TO BE INSTALLED AS PER MANUFACTURE SPECIFICATIONS. INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL OR FINISH MAY CAUSE THE CONNECTION TO FAIL. 16d COMMON NAILS CAN NOT BE REPLACED BY 16d SINKERS UNLESS OTHERWISE NOTED. 4. INSTALL ALL FASTENERS BEFORE LOADING THE CONNECTION. 5. JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT AND ANY GAP BETWEEN THE JOIST AND THE HEADER SHALL NOT EXCEED 1 4" AS PER ASTM TEST STANDARDS. 6. ANCHOR BOLT NUTS SHOULD BE FINGER TIGHTENED PLUS ONE TURN WITH A WRENCH. CONSIDERATION FOR FUTURE WOOD SHRINKAGE SHALL BE GIVEN. CARE SHALL BE TAKEN TO AVOID OVER TORQUING THE NUT. 7. CONNECTIONS @ WOOD FRAME ARE IN ACCORDANCE WITH SECTION 3.2 OF 2020 WOOD FRAME CONSTRUCTION MANUAL HIGH WIND MANUAL AS PER R301.2.1.1 STEEL NOTES: 1. ALL STRUCTURAL STEEL SHALL CONFORM TO LATEST ASTM SPECIFICATIONS FOR A-36 STEEL. 2. ALL STEEL WORK TO CONFORM LATEST AISC SPECIFICATIONS. 3. ALL REINFORCING BARS TO BE DEFORMED INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM A615 GRADE 60 HAVING DESIGN STRENGTH OF 60,000 PSI. 4. ALL REINFORCING BARS TO BE CONTINUOS UNLESS SPECIFIC LENGTHS ARE SHOWN. ALL SPLICES TO BE ( 40) BAR DIAMETERS MINIMUM. 5. WELDED WIRE FABRIC TO BE 6" x 6" W1.4 x W1.4 WHICH SHALL CONSIST COLD DRAWN MEMBERS HAVING AND ULTIMATE STRENGTH NOT LESS THAN 70,000 PSI. 6. ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING CONCRETE PLACEMENT. 7. WELDED WIRE FABRIC OR EQUIVALENT STEEL AREA MAY SUBSTITUTED FOR ANY REINFORCING BAR GRID. MEP COMPLIANCE STATEMENT: THE EXISTING HEATING, ELECTRICAL AND PLUMBING SYSTEMS ARE CAPABLE OF HANDLING THE IMPOSED LOADS OF THE PROPOSED ALTERATION. IF IT IS DETERMINED THAT ANY OF THESE EXISTING SYSTEMS ARE NOT CAPABLE, THEN IT WILL BE UPGRADED TO MEET COMPLIANCE MECHANICAL NOTES: 1. A 15 MPH WIND VELOCITY. 2. ALL KITCHEN AND BATHROOM VENTS TO COMPLY WITH STATE CODES. 3. ALL FIRE BOXES SHALL BE LINED WITH FIRE BRICK AS PER ASTM C106 PROVIDE EXTERIOR COMBUSTION AIR AS PER ENERGY CODE. 4. FLUE LINING TO BE TERRA COTTA FOR FULL HEIGHT EXTENDING TRUE CHIMNEY CAP. ALTERNATE: PREFABRICATED INSULATED METAL CHIMNEY INSTALLED AS PER MANUFACTURER SPECIFICATIONS. 5. ALL MECHANICAL WORK TO CONFORM TO NYS RESIDENTIAL CODE CHAPTERS 12 THROUGH 23. INSULATION NOTES: 1. INSULATION IN EXTERIOR WALLS AND CEILING OF ALL HEATED SPACES TO BE FIBERGLASS BATS WITH A CONTINUOUS VAPOR BARRIER FACING THE HEATED SPACE. PACK ALL SPACES AROUND THE OPENINGS.(R302.10.1) 2. INSULATION IN VAULTED CEILINGS TO BE INSTALLED AS TO MAINTAIN THE FREE PASSAGE OF AIR BETWEEN THE EXTERIOR FACE OF INSULATION AND THE INTERIOR FACE OF THE ROOF SHEATHING. 3. ACOUSTICIAL INSULATION TO BE PROVIDED IN WALLS, FLOORS AND CEILINGS AROUND ALL BATHROOMS, BEDROOMS AND MECHANICAL ROOMS. 4. PROVIDE PERIMETER INSULATION AS PER CODE AT ALL FOUNDATION WALLS 5. ALL FLASHING AS PER R703.4 AND R903. 6. ALL ROOF ASSEMBLIES TO COMPLY WITH R902, R903 AND R904. 7. ROOFING NAILS AS PER R905.2.5 AND ASTM F1667 12 GAUGE SHANK WITH 3 8" FASTENERS PER SHINGLE 8. R VALUES ARE DISPLAYED IN SECTIONS (SEE PLAN FOR SPECIFIC VALUES) 9. MOISTURE VAPOR RETARDERS ARE TO BE INSTALLED ON THE WARM - IN WINTER SIDE OF INSULATION IN ALL WALLS, FLOORS, ROOFS AND CEILING IN ACCORDANCE WITH SECTION R702.7. 10. INSULATION MATERIAL IS TO COMPLY WITH SECTION R302.10.1 AND IS TO HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH A SMOKE DEVELOPED INDEX NOT TO EXCEED 450. TESTING METHODS MUST COMPLY WITH ASTM E84 STANDARD. NALL EXPOSED INSULATION ON ATTIC FLOORS ARE TO HAVE MINIMUM CRITICAL RADIANT FLUX OF .12 WATTS PER CENTIMETER SQUARED. TESTING TO BE CARRYED OUT AS PER ASTM E970 STANDARD. EXTERIOR INSULATED FINISH SYSTEM TO COMPLY WITH R703.9. PLUMBING NOTES: 1. ALL PIPING, JOINTS, SUPPORTS AND CLEAN OUTS TO CONFORM TO LOCAL CODE REQUIREMENTS. 2. ALL PLUMBING FIXTURES TO BE VENTED AND TRAPPED. 3. PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. 4. INSULATE ALL SUPPLY LINES. 5. PROVIDE TWO FROST FREE HOSE BIBS MINIMUM. 6. ALL FIXTURES TO BE KOHLER, AMERICAN STANDARD, OR APPROVED EQUAL. FURNISHED AND INSTALLED BY CONTRACTOR. 7. PLUMBING CONTRACTOR TO SUPPLY AND INSTALL 40 GALLON PER HOUR HOT WATER HEATER. 8. ALL PLUMBING WORK TO CONFORM TO NYS RESIDENTIAL CODE CHAPTERS 25 THROUGH 32. ELECTRICAL NOTES: 1. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE LATEST NATIONAL ELECTRIC CODE, LOCAL MUNICIPALITIES, NFPA 70-2020 AND STATE AUTHORITIES HAVING JURISDICTION. CONTRACTORS SHALL PAY FOR AND OBTAIN AN UNDERWRITERS CERTIFICATE. 2. CONTRACTOR TO VERIFY ADEQUACY OF EXISTING SERVICE AT EXISTING PANEL BASE BID ON 200 AMP SERVICE FOR NEW WORK. 3. ALL WIRING TO BE COLOR CODED 14 AWG COPPER. 4. CONVENIENT OUTLETS TO BE 18" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. 5. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER OUTLETS AS PER CODE. 6. ELECTRICAL CONTRACTOR TO PROVIDE HOOK UPS FOR HEATING AND AIR CONDITIONING SYSTEMS. 7. ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. 8. ALL OUTLETS, SWITCHED, ETC... TO BE AS MANUFACTURED BY LUTRON DESIGNER SERIES SKYLARK DECORA OR APPROVED EQUAL. 9. PROVIDE 2 EXTERIOR WATER PROOF OUTLETS ON NEW WORK. 10. PROVIDE SINGLE STATION ALARM DETECTION DEVICE INSTALLED IN CONFORMANCE WITH SECTION R314 AND AJ102.3 ON OR NEAR THE CEILING ADJACENT TO ALL SLEEPING SPACES ON EACH FLOOR LEVEL. UNIT TO DETECT FIRE, SMOKE AND CARBON MONOXIDE. ALL DETECTORS TO BE INTERCONNECTED. 11. ALL ELECTRICAL WORK TO CONFORM TO NYS RESIDENTIAL CODE CHAPTERS 33 THROUGH 42. WINDOW AND DOOR NOTES: 1. ALL WINDOWS AND SLIDING GLASS DOORS TO BE VINYL CLAD WOOD WITH INSULATED GLASS, SCREENS AND LOCKS AS MANUFACTURED BY ANDERSON OR APPROVED EQUAL SIZES AND TYPES AS INDICATED ON PLANS UNLESS OTHERWISE NOTED. 2. ALL EXTERIOR DOORS TO BE INSULATED METAL AS MANUFACTURED BY BENCHMARK, STANLEY, OR APPROVED EQUAL. SIZES AND TYPES AS INDICATED ON PLANS. FULLY WEATHER STRIPPED, LOCKS. UNLESS OTHERWISE NOTED. 3. ALL INTERIOR DOORS TO BE 13 4" THICK, HOLLOW CORE, FLUSH BIRCH, U.O.N. ALL DOOR JAMBS AND BUCKS TO BE CLEAR PINE. EGRESS WINDOW NOTES: - R310.2.1 MINIMUM OPENING AREA. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL NOT BE LESS THAN 24 INCHES AND NET CLEAR WIDTH SHALL NOT BE LESS THAN 20 INCHES. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. -R310.1.1 OPERATIONAL CONSTRAINTS. EMERGENCY ESCAPE AND RESUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. -R310.2.2 WHERE EMERGENCY ESCAPE AND RESUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NO MORE THAN 44 INCHES ABOVE THE FLOOR. ALL WINDOWS TO BE SUPPLIED BY THE FOLLOWING MANUFACTURES AS NOTED ON PLAN. ANDERSON WINDOWS, INC 100 FOURTH AVENUE NORTH BAYPORT, MN 55003-1096 CONFORMS TO AAMA/NWWDA 101/I.S. 2-97 CAPITOL WINDOWS AND DOORS MI HOME PRODUCTS, INC 650 W. MARKET STREET P.O. BOX 370 GRATZ, PA 17030-0370 CONFORMS TO AAMA/NWWDA 101/I.S. 2-97 ALL WINDOWS IN PLANS TO HAVE A RO. OF 6' - 101 2" TO BOTTOM OF HEADER UNLES OTHERWISE NOTED NYS RESIDENTIAL CODE NOTES: - ALL CONSTRUCTION HAS BEEN DESIGNED IN ACCORDANCE WITH THE EXTANT ADDITION OF THE AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) 2020 FOR ONE AND TWO FAMILY DWELLINGS, HIGH WIND ADDITION. - DESIGN CRITERIA-CLIMATIC AND GEOGRAPHIC ( R301) - GROUND SNOW LOAD..........................................20 PSF - WIND SPEED........................................................130 MPH - WIND ZONE........................................................................1 - WIND EXPOSURE CATEGORY............................................B - SEISMIC DESIGN CATEGORY ...........................................B - WEATHERING ..........................................................SEVERE - FROST LINE DEPTH .................................................3'-0" - TERMITE .............................................MODERATE/HEAVY - DECAY ...............................................SLIGHT/MODERATE - ICE SHIELD UNDERLAYMENT...............................REQUIRED - FLOOD HAZARD....................AS PER FEMA & NFIP MAPS - SITE CLASSIFICATIONS.....................................................D - DESIGN CRITERIA - DESIGN LOADS ARE IN COMPLIANCE WITH SECTIONS R301.4 & R301.5, R301.6 -ROOF LOADS: ALLOWABLE DEFLECTIONS COMPLY WITH SECTION R301.6 -SNOW LOAD...............................................20 PSF - TABLE R301.2(5) RESIDENTIAL CODE OF N.Y.S. (PAGE 49) -DEAD LOAD...................................................15 PSF -ATTIC LOADS: - STORAGE ATTIC..........................................20 PSF - NON STORAGE ATTIC..................................10 PSF TABLE 4-1 ASCE (PAGE 13) -FLOOR LOADS: TABLE 4-1 ASCE (PAGE 13) - LIVE LOAD..................................................40 PSF - DEAD LOAD................................................10 PSF TABLE 4-1 ASCE (PAGE 13) -WALL LOADS: - DEAD LOAD................................................15 PSF -WIND LOADS: - FROM FIGURE 6-1c ASCE (PAGE 40) - FROM FIGURE R301.2(4) RESIDENTIAL CODE OF N.Y.S. (PAGE 30) -UPLIFT:.............................................................WIND EXPOSURE "B" CATEGORY - FROM AF & PA WOOD FRAME CONSTRUCTION MANUAL -SEISMIC LOAD: - FROM FIGURE R301.2(2) RESIDENTIAL CODE OF N.Y.S. (PAGE 28) - ALLOWABLE DEFLECTIONS ( TABLE R301.7) - RAFTERS WITH SLOPES GREATER THAN 3 12...L/180 NO FINISHED CEILINGS - INTERIOR WALLS AND PARTITIONS.................H/180 - FLOORS AND PLASTERED CEILINGS................L/160 - ALL OTHER STRUCTURAL MEMBERS..............L/240 -EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH.........................................................................H/360 - EXTERIOR WALL- BRITTLE FINISHES...............L/240 - EXTERIOR WALL- FLEXIBLE FINISHES............L/120 - WINDOW OPENING PROTECTION - REMOVABLE SHUTTERS ( R301.2.1.2) - 16"PLYWOOD PRE-CUT TO COVER GLAZED OPENINGS WITH ATTACHEMENT HARDWARE (2 1 2"# 8 WOOD SCREWS @ 16' Oc - EACH SHUTTER TO BE LABELED FOR THE SPECIFIC WINDOW IT IS TO PROTECT - DESIGN CRITERIA- UPLIFT - WOOD FRAME CONSTRUCTION MANUAL 3.2.2 - 11 4"x 20" GUAGE STRAP - ROOF TO WALL CONNECTION- WFCM SECTION 3.2.2.1 - WALL TO WALL CONNECTION- WFCM SECTION 3.2.2.2 - WALL TO FOUNDATION CONNECTION- WFCM SECTION 3..2.2.3 - RAFTER TO RAFTER OVER RIDGE- WFCM SECTION 3.2.6 - SECTION 3.2.1.7 - WALL ASSEMBLY OR SILL PLATE TO FOUNDATION SILL PLATES OR WALL BOTTOM PLATES SHALL BE ANCHORED TO THE FOUNDATION SYSTEM TO RESIST LATERAL & SHEER LOADS FROM WIND IN ACCORDANCE w/THE REQUIREMENTS OF TABLE 3.2. PRESCRIPTIVE SOLUTIONS PROVIDED FOR SILL PLATE TO FOUNDATION IN TABLE 3.2A, & FOR BOTTOM PLATE TO FOUNDATION TABLE 3.2B. SILL PLATES OR WALL BOTTOM PLATES TO BE ANCHORED TO THE FOUNDATION TO SYSTEM TO RESIST SEISMIC SHEAR LOADS IN ACCORDANCE w/TABLE 3.3. SOLUTIONS FOR SILL OR BOTTOM PLATE TO FOUNDATION TABLE 3.3A. A MIN. OF 1 ANCHOR BOLT SHALL BE PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR BOLTS TO BE EMBEDDED A MIN. OF 7 INCHES IN CONC. FOUNDATIONS & SLABS ON GRADE, OR IN MASONRY BLOCK FOUNDATIONS WHEN RESISTING LATERAL & SHEER LOADS (FIGURE 3.2A-C) ANCHOR BOLTS LOCATED WITHIN 12 INCHES OF CORNERS, AS SPECIFIED BY TABLE 3.2A-B OR TABLE 3.3A, NOT TO EXCEED 6 FEET O.C. SILL PLATES & BOTTOM PLATE TO FULLY BEAR ON FOUNDATION SYSTEM. - SECTION 3.2.2.1 - ROOF ASSEMBLY TO WALL ASSEMBLY RAFTER OR TRUSS TO WALL STUD UPLIFT CONNECTIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 3.2.2.1. PERSPECTIVE SOLUTIONS USING UPLIFT STRAPS ARE PROVIDED IN TABLE A-3.4. WHERE RAFTERS OR TRUSSES ARE NOT ATTACHED DIRECTLY TO STUDS, RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE, WITH THE WALL TOP PLATE ATTACHED TO THE WALL STUD w/UPLIFT CONNECTIONS IN ACCORDANCE w/TABLE 3.4. ROOF TO TOP PLATE CONNECTIONS SHALL BE ON THE SAME SIDE OF THE WALL AS TOP PLATE TO STUD CONNECTIONS UNLESS OTHER METHODS ARE USED TO PREVENT TWISTING OF THE TOP PLATE DUE TO ECCENTRIC LOADING (FIGURE 3.2J-K). WOOD STRUCTURAL PANELS SHALL BE PERMITTED TO RESIST WALL TOP PLATE TO WALL STUD UPLIFT WHEN DESIGNED IN ACCORDANCE WITH 3.2.3 PRESCRIPTIVE SOULTIONS TO RESIST WIND UPLIFT ARE PROVIDED IN TABLE 3.4B. - SECTION 3.2.2.2 - WALL ASSEMBLY TO WALL ASSEMBLY STORY TO STORY UPLIFT CONNECTIONS FROM UPPER STORY WALL STUD TO LOWER STORY WALL STUD SHALL BE IN ACCORDANCE w/THE REQUIREMENTS OF TABLE 3.4. PRESCRIPTIVE SOLUTIONS USING UPLIFT STRAPS ARE PROVIDED IN TABLE A-3.4. WHERE UPPER STORY WALL STUDS ARE NOT ATTACHED DIRECTLY TO LOWER STORY WALL STUDS, THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY w/ UPLIFT CONNECTIONS IN ACCORDANCE w/TABLE 3.4. WOOD STRUCTURAL PANELS SHALL BE PERMITTED TO RESIST WALL PLATE TO WALL STUD UPLIFT WHEN DESIGNED IN ACCORDANCE w/3.2.3. PRESCRIPTIVE SOLUTIONS TO RESIST WIND UPLIFT ARE PROVIDED IN TABLE 3.4B. - SECTION 3.2.2.3 - WALL ASSEMBLY TO FOUNDATION - FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR BOTTOM PLATE IN ACCORDANCE WITH THE REQUIREMENTS OF TABLE 3.2. PRESCRIPTIVE SOLUTIONS ARE PROVIDED IN TABLE A-3.4 (SEE FIGURES 3.2A-E). STEEL CONNECTORS USED TO RESIST UPLIFT SHALL BE A MIN. OF A 4"x20 GAGE ASTM A653 GRADE 33 STEEL STRAP & HAVE A MIN. EMBEDMENT OF 7" IN CONC. FOUNDATIONS AND SLABS ON GRADE, 15" IN MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE w/STEEL CONNECTOR REQUIREMENTS (SEE FIGURES 3.2A-C). WHERE THE STEEL STRAP IS LAPPED UNDER THE BOTTOM PLATE, 3" SQUARE WASHERS SHALL BE USED ON THE ANCHOR BOLTS & ANCHOR BOLT SPACINGS SHALL NOT EXCEED THE REQUIREMENTS SPECIFIED IN TABLE 3.2C. IF STEEL CONNECTORS THAT ONLY FASTEN TO ONE SIDE OF THE BOTTOM PLATE ARE USED, THE SQUARE WASHER SHALL EXTEND TO WITHIN 1 2" OF THE EDGE OF THE PLATE TO WHICH THE CONNECTOR IS NAILED. STEEL STRAPS EMBEDDED IN OR IN CONTACT w/ SLAB ON GRADE OR MASONRY BLOCK FOUNDATIONS SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION, OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. WOOD STRUCTURAL PANELS SHALL BE PERMITTED TO RESIST WALL STUD TO FOUNDATION, SILL PLATE, OR BOTTOM PLATE UPLIFT WHEN DESIGNED IN ACCORDANCE w/3.2.3. PRESCRIPTIVE SOLUTIONS TO RESIST WIND UPLIFT ARE PROVIDED IN TABLE 3.4B. WHERE WOOD STRUCTURAL PANELS ARE USED TO RESIST UPLIFT, BOTTOM PLATES OR SILL PLATES SHALL BE ANCHORED IN ACCORDANCE w/3.2.3.6 NAILING SCHEDULE (WFCM 2020)- COMMON NAILS: WFCM TABLE 3.1, 3.3A, 3.4A,,3.5A,3.6A 3.8 & 3.9A - ROOF FRAMING - RAFTER TO TOP PLATE ( TOE NAILED)...................3-8d PER RAFTER - CEILING JOIST TO TOP PLATE (TOE NAILED)...........................................................3-8d PER JOIST - CEILING JOISTS TO PARALLEL RAFTER (FACE NAILED)........................................................7-16d EACH LAP - CEILING JOISTS LAPS OVER PARTITIONS (FACE NAILED)........................................................7-16d EACH LAP - COLLAR TIE TO RAFTER (FACE NAILED).................2-8d PER TIE - BLOCKING TO RAFTER (TOE NAILED).....................2-8d EACH END - RIM BOARD TO RAFTER (END NAILED)..................2-16d EACH END - WALL FRAMING - TOP PLATE TO TOP PLATE (FACE NAILED)...........2-16d PER FOOT - TOP PLATES AT INTERSECTIONS FACE NAILED............................................................4-16d PER JOINTS - STUD TO STUD (FACE NAILED)...............................2-16d 24"O.C. - HEADER TO HEADER (FACE NAILED)..........................16d 16"O.C. @ EDGES - TOP OR BOTTOM PLATE TO STUD (END NAILED)..........................................................2-16d PER STUD -BOTTOM PLATE TO FLOOR JOISTS, BAND JOIST, END JOIST OR BLOCKING (FACE NAILED)............2-16d PER FOOT - FLOOR FRAMING - JOISTS TO SILL, TOP PLATE OR GIRDER (TOE NAILED)............................................................4-8d PER JOIST - BRIDGING TO JOIST (TOE NAILED)........................2-8d EACH END - BLOCKING TO JOIST ( TOE NAILED)......................2-8d EACH END - BLOCKING TO SILL OR TOP PLATE (TOE NAILED)...........................................................3-16d EACH BLOCK - LEDGER STRIP TO BEAM (FACE NAILED)..............3-16d EACH JOIST - JOIST ON LEDGER TO BEAM (TOE NAILED)...........................................................3-8d PER JOIST - BAND JOIST TO JOIST (END NAILED)...................3-16d PER JOIST - BAND JOIST TO SILL OR TOP PLATE (TOE NAILED)..........................................................2-16d PER FOOT - ROOF SHEATHING - STRUCTURAL PANELS 4" GABLE OVERHANG TYPICAL WALL.....................................................8d 6" EDGE 12" FIELD - STRUCTURAL PANELS FOR 4'-0" AROUND WALL PERIMETER............8d 6" EDGE 12" FIELD - DIAGONAL BOARD SHEATHING 1" x 6" OR 1" x 8"........................................2-8d PER SUPPORT 1" x 10" OR WIDER.........................................3-8d PER SUPPORT - CEILING SHEATHING -GYPSUM WALL BOARD.................................5d COOLERS 7" EDGE 10" FIELD - WALL SHEATHING - STRUCTURAL PANELS TYPICAL WALLS...................................................8d 6" EDGE 12" FIELD - STRUCTURAL PANELS FOR 4'-0" AROUND WALL PERIMETER............8d 6" EDGE 12" FIELD - FIBERBOARD PANELS PANELS.......................11 GALVANIZED ROOFING 3" EDGE (0.120"x1 1 2"LONG x7 1 16" HEAD) 6" FIELD PANELS.....................11 GALVANIZED ROOFING 3" EDGE (0.120"x13 4" LONG x 3 8" HEAD) 6" FIELD - GYPSUM WALL BOARD...................................5d COOLER 7" EDGE 10" FIELD - HARDOARD......................................................................8d 6" EDGE 12" EDGE - PARTICLE BOARDS.........................................................8d SEE MANUFACTURE - DIAGONAL BOARD SHEATHING 1" x 6" OR 1" x 8"........................................2-8d PER SUPPORT 1" x 10" OR WIDER.........................................3-8d PER SUPPORT - FLOOR SHEATHING STRUCTURAL PANELS 1" OR LESS......................8d 6" EDGE 12" FIELD GREATER THAN 1"..............................................10d 6" EDGE 12"FIELD - DIAGONAL BOARD SHEATHING 1"x6" OR 1"x8".............................................2-8d PER SUPPORT 1"x10" OR WIDER...........................................3-8d PER SUPPORT ROOFING/SIDING NOTES: 1. ROOF COVERING MATERIALS ARE TO COMPLY WITH SECTIONS R902, R904 AND R905 AND ARE TO IDENTIFIED IN ACCORDANCE WITH R904.4. ROOF DRAINS ARE TO BE INSTALLED IN ACCORDANCE WITH R 903.4. DRAWINGS AND DETAILS ARE TO BE SUBMITTED. 2. UNDERLAYMENT FOR ASPHALT SHINGLES, CLAY & CONCRETE TILE, METAL ROOFING SHINGLES, SLATE & SLATE TYPE SHINGLES, WOOD SHINGLES, WOOD SHAKES & METAL ROOFING PANELS TO COMPLY WITH SECTION R905.1.1. SELF STEEL STRIPS AND FASTENERS ARE TO COMPLY WITH R905.2 AND R905.2.5 DETAILS OF ASPHALT SHINGLE ROOFING INSTALLATIONS ARE TO BE SUBMITTED. FOR ROOF SLOPES OF 4 12, DOUBLE UNDERLAYMENT IS REQUIRED IN ACCORDANCE WITH TABLE R905.1.1(2). THE REQUIRED UNDERLAYMENT IS TO CONFORM WITH ASTM D226, TYPE ONE OR ASTM D4869, TYPE ONE IN ACCORDANCE WITH R905.1.1. 3. AN ICE BARRIER SHALL BE INSTALLED THAT IS WITHIN COMPLIANCE OF R905.1.2 OF THE 2015 IRC OF NYS. THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER, OR A SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT & EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. IN THE CASE OF A ROOF WHOSE SLOPE IS 8/12 OR GREATER, THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36 INCHES MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. 4. FLASHING MATERIALS ARE TO BE CORROSION RESISTENT AND INSTALLED IN ACCORDANCE WITH R703.4, R903.2 AND R905.2.8. 5. HOUSE WRAP MATERIAL OR BUILDING FELT AND ITS INSTALLATION ARE TO COMPLY WITH R703.2. 6. WEATHER RESISTANT SIDING THICKNESS AND ATTACHMENT SHALL BE IN ACCORDANCE WITH TABLE 703.3(1), THE REQUIREMENTS OF 703.3 AND THE MANUFACTURES SPECIFICATIONS. CLADDING ATTACHMENT OVER FOAM SHEATHING TO COMPLY WITH THE LIMITATIONS OF R703.15 & R703.17. BUILDING IS OR BUILDING IS NOT WITHIN ONE MILE OF TIDAL WATERS CONSTRUCTION METHOD: PERSPECTIVE PERFORMANCE ENERGY RATING INDEX BLOWER DOOR TEST MECHANICAL VENT TEST DUCT LEAKAGE TEST ENERGY COMPLIANCE NOTES: 1. EQUIPMENT SHALL MEET THE MINIMUM EFFICIENCY REQUIREMENTS OF TABLES C403.2.3(1), C403.2.3(2), 403.2.3(3), 403.2.3(4), 403.2.3(5), 403.2.3(6), 403.2.3(7), 403.2.3(8) & 403.2.3(9) WHEN TESTED AND RATED IN ACCORDANCE W/ THE APPLICABLE TEST PROCEDURE. 2. ALL CONSTRUCTION SHALL COMPLY w/ THE 2020 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQ'D BY THIS CODE. 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY w/IRC N1101.14 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE w/ THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE REQ'D BY CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS & VERIFY COMPLIANCE. 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERFIRED HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ 4A, 5, 6A. TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. 7. DUCTS - SUPPLY & RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 @ 3" OR GREATER IN DIAMETER , AND R-6 @ DUCTS LESS THAN 3" IN DIAMETER. 8. DUCT SEALING - DUCTS, AIR HANDLERS & FILTER BOXES SHALL BE SEALED. 9. DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY. 10. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. 11. BE INSULATED WITH R-3 MINIMUM. 12. MECHANICAL VENTILATION - SHALL MEET THE REQUIREMENTS OF THE IRC/ IMC 13. EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOADS CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. 14. LIGHTING - A MIN. OF 75% OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICIENCY LAMPS. 15. ALL HVAC, PLUMBING & ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQ'D BY THE OWNER OR BUILDING DEPT. 16. ADDITIONS, ALTERATIONS OR RENOVATION SHALL COMPLY w/ IECC 2020. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRE TO COMPLY w/ THIS CODE. 17. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING & COOLING SYSTEM IN ACCORDANCE w/ SECTION N1103 CONTROL SYSTEMS. 18. ALL EXTERIOR WALL/FLOOR/CEILING JOIST SHALL BE AIR SEALED & INSULATED IN ACCORDANCE w/ TABLE R402.4.1.1 APPLY A FRESH BEAD OF CAULK TO THE TOP & BOTTOM PLATE IMMEDIATLY PRIOR TO INSTALLING INTERIOR GYP. WALL BOARD. GUARDS & WINDOW FALL PROTECTION: R312.1 GUARDS - GUARDS SHALL BE PROVIDED IN ACCORDANCE w/SECTIONS R312.1.1 THROUGH R312.1.4. R312.1.1 WHERE REQUIRED - GUARDS REQUIRED ALONG OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS & LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING IS NOT AN ACCEPTABLE GUARD. R312.1.2 HEIGHT - REQUIRED GUARDS AS DESCRIBED ABOVE SHALL NOT BE LESS THAN 36 INCHES IN HEIGHT MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. EXCEPTIONS: 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF 34 INCHES MEASURED VERTICALLY FROM A LINE CONNECTION THE LEADING EDGES OF THE TREADS. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF THE STAIRS, THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES AS MEASURED VERTICALLY ROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. R312.1.3 OPENING LIMITATIONS - REQUIRED GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER. EXCEPTIONS: 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY A RISER, TREAD & BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES IN DIAMETER. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 43 8" IIN DIAMETER R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS - PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY w/ THE REQUIREMENTS OF SECTION R317.4. R312.2 WINDOW FALL PROTECTION - WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE w/ SECTIONS R312.2.1 & R12.2.2. 32" 2" -GENERAL NOTES -SITE LOCATION 11-21-25 ISSUED FOR PRELIMINARY REVIEW 11-26-25 ISSUED FOR PRELIMINARY REVIEW 12-04-25 ISSUED FOR PRELIMINARY REVIEW 12-22-25 ISSUED FOR PRELIMINARY REVIEW 01-06-26 ISSUED FOR ARCHITECTURAL REVIEW 02-05-26 ISSUED FOR BUILDING PERMIT REVIEW 555 BROADHOLLOW RD #327, MELVILLE, NY, 11747 PHONE # (516) 942-4224 WEB: https://mynextgendesigns.com NEXTGENSOULTIONSNY@GMAIL.COM PROJECT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE LICENSED ARCHITECT, TO ALTER THESE PLANS IN ANY WAY. BY ACCEPTING AND USING THESE PLANS, THE OWNER, CONTRACTOR, AND/OR AGENT AGREES TO LIMIT THE LIABILITY OF THE DESIGN PROFESSIONAL AND THEIR EMPLOYEES FOR ANY ACTS OF NEGLIGENCE OR ERROR. THE TOTAL AGGREGATE LIABILITY SHALL NOT EXCEED THE TOTAL FEE FOR SERVICES RENDERED ON THIS PROJECT. SHEET NUMBER OF ISSUE: TITLE: 100 YOUNG AVE, CROTON-HUDSON, NY, 10520 DILLON RESIDENCE PROP. 1ST & 2ND FLOOR ADDITION PROJECT#:251121 DRAWN BY: NGD TM#:79.13-1-13 GLAZING NOTES: FRAMING NOTES: DESIGN CRITERIA: FROST LINE DEPTH TERMITE AREA ICE SHIELD DECAY AREA WINTER DESIGN TEMP SEISMIC DESIGN CATEGORY WIND EXPOSURE CATEGORY WEATHERING AREA GROUND SNOW LOAD FROM WEATHER, ETC. (VERIFY DETAILS) PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLASTIC INSERTS TO PROTECT OPTION: PROV. 1"x4" PICTURE-FRAME TRIM (ALUM. CLAD) TO ATTACH STRUCT. WITH OWNER. BUILDER TO VERIFY & CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS BY CODE OR USE: STRUCTURAL PANELS FOR STORM PROTECTION- INSUL. GLASS, IMPACT RESISTANT & DESIGN PRESSURE RATED AS REQ'D WINDOWS / SL. GL. DOORS AS MANUF. BY MARVIN, INTEGRITY W/ CONNECTORS BY SIMPSON (OR EQUAL). 6. ALL FLUSH WD. CONNECTIONS TO BE FASTENED W/ RATED GALV. METAL 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS & PARALLEL PARTITIONS. 4. USE SOLID BLOCKING OR X- BRACING BETWEEN ALL JOISTS @ 8'-0" MAX. SPACING. ALONG EDGES & 6" O.C. IN FIELD W/ SOLID BLKG. UNDER ALL SEAMS. PERIMETER PANELS AT EDGE OF ROOF & WALL CORNERS TO BE NAILED @ 4" O.C. 3. ALL SHEATHING TO BE AP.A. RATED, EXPOSURE 1, 1/2" MIN. THICKNESS. 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE CCA TREATED LUMBER. STRUCTURAL GRADE NO. 2 OR BETTER. 1. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUGLAS FIR-LARCH R308 GLAZING AT HAZARDOUS LOCATIONS SHALL HAVE GLAZING PROTECTION IN CONFORMANCE WITH R308. IN GENERAL, GLAZING IN ALL DOORS AND FIXED SIDE PANELS, GLAZINGS LESS THAN 60" ABOVE SURFACES OF TUBS SHOWERS, ETC. GLAZING WITHIN 24" ARC OF DOORS IN CLOSED POSITION WITH SILLS LESS THAN 60" ABOVE FLOOR. GLAZINGS OVER 9 SQUARE FEET AND LESS THAN 18" ABOVE FINISHED FLOOR. GLAZING NEAR STAIRWAYS/LANDINGS. SEE COMPLETE TEXT OF R308.4. GLAZING FOR SPECIFICS ON LOCATIONS AND EXCEPTIONS. R308.6 SKYLIGHTS AND SLOPED GLAZING SHALL COMPLY WITH THIS SECTION AND HAVE FULLY TEMPERED GLAZING. R309 GARAGE OPENING PROTECTION AND SEPARATION REQUIRED TO BE AS NOTED AND IN CONFORMANCE WITH R309. GARAGE FLOOR SURFACES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO DRAIN TOWARD THE MAIN VEHICLE ENTRY DOORWAY. R310.1.1 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. 24" MINIMUM CLEAR OPENING HEIGHT, 20" MINIMUM CLEAR OPENING WIDTH, 44" MAX STILL HEIGHT. FINAL, INSTALLED STAIRWAYS, HANDRAILS, GUARDS SHALL BE INSTALLED IN FULL CONFORMANCE WITH THIER RESPECTIVE CODE SECTIONS. ARCHITECT IS NOT RESPONSIBLE FOR THESE INSTALLATIONS. R314 STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDEOF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE LESS THAN 31.5 INCHES WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. THE MAXIMUM RISER HEIGHT SHALL BE 8.25" AND THE MINIMUM TREAD DEPTH SHALL BE 9" IN CONFORMANCE WITH R314.2. MINIMUM HEADROOM 6'-8'. ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH SECTION R303.4. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH GYPSUM BOARD. R315.1 HANDRAILS HAVING A MINIMUM AND MAXIMUM HEIGHTS OF 34 INCHES AND 38 INCHES, RESPECTIVELY, MEASURED VERTICALLY FROM THE NOSING OF THE TREADS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS WITH TWO OR MORE RISERS FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPCE OF NOT LESS THAN 1.5 INCHES (38MM) BETWEEN THE WALL AND THE HANDRAIL. THE HANDGRIP PORTION OF HANDRAILS SHALL HAVE A CIRCULAR CROSS SECTION OF 1-1/4 INCHES MINIMUM TO 2-5/8 INCHES MAXIMUM. EDGE RADIUS OF 1/8". R316.1 GUARDS ARE TO BE A MINIMUM OF 36 INCHES (914MM) IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS (EACH SIDE) NOT LESS THAN 34 INCHES IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. (SECOND STORY GUARDS ARE RECOMMENDED TO BE HIGHER.) R317.1 SINGLE AND MULTIPLE-STATION SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM, ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS. THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIREWARNING EQUIPMENT PROVISIONS OF NFPA72. R319.1.2 WALL AND CEILING FINISHES NOT INCLUDING TRIM, DOOR, AND WINDOW FRAMES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200. WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. R322. A VAPOR RETARDER SHALL BE INSTALLED ON THE WARM-IN-WINTER SIDE OF INSULATION. R1001.1 MASONRY CHIMNEYS SHALL BE CONSTRUCTED, ANCHORED, SUPPORTED, AND REINFORCED AS REQUIRED IN THIS CHAPTER AND THE APPLICABLE PROVISIONS OF CHAPTERS 3, 4, AND 6 WITH APPLICABLE CLEARANCES TO COMBUSTIBLES AND FIRESTOPPING. R807.1 ATTIC ACCESS. AN ATTIC ACCESS OPENING SHALL BE PROVIDED TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET AND HAVE A VERTICAL HEIGHT OF 30 INCHES OR GREATER. THE ROUGH-FRAMED OPENINH SHALL NOT BE LESS THAN 22 INCHES BY 30 INCHES AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. A 30-INCH MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT SOME POINT ABOVE THE ACCESS OPENING. SEE SECTION M1305.1.3 FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTIC. R808.1 COMBUSTIBLE INSULATION SHALL BE SEPARATED A MINIMUM OF 3 INCHES FROM RECESSED LIGHTING FIXTURES, FAN MOTORS, AND OTHER HEAT-PRODUCING DEVICES OR SEPARATED IN ACCORDANCE WITH THE CONDITIONS STIPULATED IN THE FIXTURES LISTING. RECESSED LIGHTING INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF SECTION N1101.3. CODE REFERENCE NOTES: B ( SUBURBAN, SEMI-WOODED) 3'-0" YES MODERATE TO HEAVY SLIGHT TO MODERATE SEVERE C 130 MPH (3 SECOND GUST) 20 PSF AND @ 12" O.C. F/ SPANS BETWEEN 6 & 8 FEET. 2 1/2" NO.8 WD. SCREWS @ 16" O.C. F/ SPANS UP TO 6 FEET, PROVIDE PRECUT, PREDRILLED PLYWOOD, 7/16" THICK. INCLUDE ATTACHMENT HARDWARE: AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION MANUAL FOR 1. ALL ELECTRIC WORK SHALL COMPLY WITH THE NATIONAL ELECTRICE CODE. ELECTRICIAN SHALL OBTAIN FIRE UNDERWRITERS CERTIFICATE FOR ALL ELECTRIC WORK AND SHALL SUBMIT TO OWNER. PROVIDE ALL OUTLETS AND JUNCTION BOXES REQUIRED FOR ALL APPLIANCES, PUMPS, EQUIPMENT, ETC. CONTRACTOR SHALL REVIEW SERVICE REQUIREMENTS, ALL LIGHTING, OUTLETS, FIXTURES, PHONE JACKS, T.V. CABLE JACKS, ETC. WITH OWNER AS REQUIRED FOR THE FULL INSTALLATION AND SATISFACTION OF OWNERS REQUIREMENTS AND CODE COMPLIANCE AND SHALL PROVIDE SAME. ARCHITECT IS NOT RESPONSIBLE FOR ELECTRICAL DESIGNS FOR THIS PROJECT IN ANY CAPACITY. 2. ALL PLUMBING WORK SHALL COMPLY WITH THE NATIONAL PLUMBING CODE AND ALL LOCAL CODES. CONTRACTOR SHALL REVIEW WITH THE OWNER THE REQUIREMENTS FOR PLUMBING INSTALLATIONS INCLUDING BUT NOT LIMITED TO FIXTURES, TRIM, ACCESSORIES, ETC. AND REQUIREMENTS FOR WATER SERVICE AND DOMESTIC HOT WATER. ARCHITECT IS NOT RESPONSIBLE FOR ANY PLUMBING SYSTEMS IN ANY CAPACITY. CONTRACTOR SHALL PROVIDE SANITARY SYSTEM IN ACCORDANCE WITH THE OWNERS APPROVED SITE PLAN AND SHALL COORDINATE ALL INSPECTIONS REQUIRED FOR APPROVAL OF SAME. AND SURVEYS INDICATING FINAL TANK LOCATIONS SHALL BE BY OWNERS SURVEYOR. CONTRACTOR SHALL PROVIDE SURVEYOR WITH INFORMATION AS REQUIRED. 3. ALL H.V.A.C. WORK SHALL COMPLY WITH ARTICLE 10 OF THE N.Y.S. UNIFORM FIRE PREVENTION AND BUILDING CODE AND ENERGY CODE. CONTRACTOR SHALL REVIEW ALL MECHANICAL SYSTEMS WITH OWNER FOR TYPE OF SYSTEM TO BE PROVIDED (I.E. OIL, GAS, OR ELECTRIC HOT WATER OR AIR, ETC.) INCLUDING AIR CONDITIONING REQUIREMENTS. ARCHITECT IS NOT RESPONSIBLE FOR HEATING OR AIR CONDITIONING SYSTEMS IN ANY CAPACITY. 4. OWNER SHALL OBTAIN ANY AND ALL REQUIRED PERMITS PRIOR TO ALLOWING CONTRACTORS TO PROCEED WITH ANY OF THE WORK. 5. ALL SITE WORK INCLUDING SANITARY SYSTEM, UTILITIES, EASEMENTS. SETBACKS, ELEVATIONS, DRAINAGE, RETAINING WALLS, ETC. SHALL BE IN ACCORDANCE WITH A SITE PLAN PREPARED BY THE OWNERS SURVEYOR. THE ARCHITECT IS NOT RESPONSIBLE FOR SITE DESIGNS OF ANY TYPE IN ANY CAPACITY. 6. ALL WORK SHALL BE PERFORMED BY LICENSED CONTRACTORS WHOM ARE EXPERIENCED WITH THE TYPE OF WORK BEING PERFORMED. ALL CONTRACTORS SHALL MAINTAIN LIABILITY INSURANCE AND WORKERS COMPENSATION INSURANCE IN CONNECTION WITH ALL WORK BEING PERFORMED IN PROJECT. 7. ALL MATERIALS, SYSTEMS, EQUIPMENT, FIXTURES, ETC. SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURERS WRITTEN SPECIFICATIONS AND INSTALLATION INSTRUCTIONS INCLUDING ALL CLEARANCES FOR SERVICE, ETC. 8. ALL CONTRACTORS SHALL WARRANT THEIR WORK IN WRITING TO THE OWNER FOR A MINIMUM PERIOD OF TWO YEARS. 9. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PROGRAMS IN CONNECTION WITH THE WORK OR FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY PERSON PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS IN THAT SAID RESPONSIBILTY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 10. ALL EXTERIOR DOORS, ROOFING SHINGLES, TRIM, SIDING, ETC. SHALL BE REVIEWED AND APPROVED BY OWNER. 11. ALL INTERIOR FINISHES INCLUDING BUT NOT LIMITED TO WALLS, FLOORING, TILE, ETC. SHALL BE REVIEWED WITH AND APPROVED BY OWNER. 12. ALL MISCELLANEOUS INTERIOR ITEMS INCLUDING BUT NOT LIMITED TO DOORS, TRIM, FIREPLACES. CLOSET SHELVING, KITCHEN CABINETS, SHELVING. HARDWARE, ETC. SHALL BE REVIEWED WITH AND APPROVED BY OWNER. 13. WHERE EXISTING WALLS, POSTS ETC. ARE REMOVED IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE TEMPORARY SUPPORT, SHORING, BRACING, ETC. AS REQUIRED. CLIMATIC & GEOGRAPHIC ONE AND TWO- FAMILY DWELLINGS. (2018 EDITION) WIND SPEED : TABLE R602.3(1) FASTENING SCHEDULE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a, b, c SPACING AND LOCATION Roof Blocking between ceiling joists or rafters to top plate 4-8d box (2 1/2" × 0.113") or 3-8d common (2 1/2" × 0.131"); or 3-10d box (3" × 0.128"); or 3-3" × 0.131" nails Toe nail Ceiling joists to plate 4-8d box (2 1/2" × 0.113"); or 3-8d common (2 1/2" × 0.131"); or 3-10d box (3" × 0.128"); or 3-3" × 0.131" nails Per joist, toe nail Ceiling joist not attached to parallel rafter, laps over partitions (see Section R802.5.2 and Table R802.5.2) 4-10d box (3”x0.128”);or 3-16d common (3 ½” x 0.162”);or 4-3”x0.131” nails Face nail Ceiling joist attached to parallel rafter (heel joint) (see Section R802.5.2 and Table R802.5.2) Table R802.5.2 Face nail Collar tie to rafter, face nail or 1 1/4" × 20 ga. ridge strap to rafter" 4-10d box (3" × 0.128"); or 3-10d common (3" × 0.148"); or 4-3" × 0.131" nails Face nail each rafter Rafter or roof truss to plate 3-16d box nails (3 1/2" × 0.135"); or 3-10d common nails (3" × 0.148"); or 4-10d box (3" × 0.128"); or 4-3" × 0.131" nails Roof rafters to ridge, valley or hip rafters or roof rafter to minimum 2” ridge beam 4-16d (31/2" × 0.135"); or 3-10d common (3" × 0.148"); or 4-10d box (3" × 0.128"); or 4-3" × 0.131" nails Toe nail 3-16d box 3 1/2" × 0.135"); or 2-16d common (3 1/2" × 0.162"); or 3-10d box (3" × 0.128"); or 3-3" × 0.131" nails End nails Wall Stud to stud (not at braced wall panels) 16d common (3 ½ " × 0.162") 24" o. c. face nail 10d box (3" × 0.128"); or 3" × 0.131" nails 16” o. c. face nail Stud to stud and abutting studs at intersecting wall corners (at braced wall panels) 16d box (3 ½ "× 0.135"); or 3” x 0.131” nails 12" o.c. face nail 16d common (3 ½” x 0.162”) 16” o.c. face nail Built-up header (2" to 2" header with 1/2" spacer) 16d common (3 ½” x 0.162”) 16" o.c. each edge face nail 16d box (3 ½” x 0.135”) 12” o.c. each edge face nail Continuous header to stud 5-8d box (2 1/2" × 0.113"); or 4-8d common(2 1/2" × 0.131"); or 4-10d box (3" × 0.128") Toe nail Adjacent full-height stud to end of header 16d common (3 1/2" × 0.162") 16" o.c. face nail 10d box (3" × 0.128"); or 3" × 0.131" nails" 12" o.c. face nail Top plate to top plate 8-16d common (3 1/2" × 0.162"); or 12-16d box (3 1/2" × 0.135"); or 12-10d box (3" × 0.128"); or 12-3" × 0.131" nails Face nail on each side of end joint (minimum 24" lap splice length each side of end joint) Bottom plate to joist, rim joist, band joist or blocking (not at braced wall panels) 16d common (3 1/2" × 0.162") 16" o.c. face nail 16d box (3 1/2" × 0.135"); or 3" × 0.131" nails 12" o.c. face nail Bottom plate to joist, rim joist, band joist or blocking (at braced wall panel) 3-16d box (3 1/2" × 0.135"); or 2-16d common (3 1/2" × 0.162"); or 4-3" × 0.131" nails 3 each 16" o.c. face nail 2 each 16" o.c. face nail 4 each 16" o.c. face nail Top or bottom plate to stud 4-8d box (2 1/2" × 0.113"); or 3-16d box (3 1/2" × 0.135"); or 4-8d common (2 1/2" × 0.131"); or 4-10d box(3" × 0.128"); or 4-3" × 0.131" nails Toe nail 3-16d box (3 1/2" × 0.135"); or 2-16d common (3 1/2" × 0.162"); or 3-10d box (3" × 0.128"); or 3-3" × 0.131" nails End nail Top plates, laps at corners and intersections 3-10d box (3" × 0.128"); or 2-16d common (3 1/2" × 0.162"); or 3-3" × 0.131" nails Face nail 1" brace to each stud and plate 3-8d box (2 1/2" × 0.113"); or 2-8d common (2 1/2" × 0.131"); or 2-10d box (3" × 0.128"); or 2 staples 1 3/4 Face nail 1"× 6" sheathing to each bearing 3-8d box (2 1/2" × 0.113"); or 2-8d common (2 1/2" × 0.131"); or 2-10d box (3" × 0.128"); or 2 staples 1 3/4" Face nail 1"× 8" and wider sheathing to each bearing 3-8d box (2 1/2" × 0.113"); or 3-8d common (2 1/2" × 0.131"); or 3-10d box (3" × 0.128"); or 3 staples, 1" crown, 16 ga., 1 3/4" long Face nail Wider than 1" × 8" 4-8d box (2 1/2" × 0.113"); or 3-8d common (2 1/2" × 0.131"); or 3-10d box (3" × 0.128"); or 4 staples, 1" crown, 16 ga., 1 3/4" long Floor Joist to sill, top plate or girder 4-8d box (2 1/2" × 0.113"); or 3-8d common (2 1/2" × 0.131"); or 3-10d box (3" × 0.128"); or 3-3" × 0.131" nails Toe nail Rim joist, band joist or blocking to sill or top plate (roof applications also) 8d box (2 1/2" × 0.113") 4” o.c. toe nail 8d common (2 1/2" × 0.131"); or 10d box (3" × 0.128"); or 3" × 0.131" nails 6" o.c. toe nail 1" × 6" subfloor or less to each joist 3-8d box (2 1/2" × 0.113"); or 2-8d common (2 1/2" × 0.131"); or 3-10d box (3" × 0.128"); or 2 staples, 1"" crown, 16 ga., 1 3/4" long Face nail 2" subfloor to joist or girder 3-16d box (3 ½” x 0.135”) 2-16d common (3 ½ ” x 0.162”) Blind or face nail 2" planks (plank & beam - floor & roof) 3-16d box (3 ½ " × 0.135"); or 2-16d common (3 ½” x 0.162”) At each bearing Band or rim joist to joist 3-16d common (3 ½” x 0.162”) 4-10 box (3” x 0.128”), or 4-3” x 0.131” nails, or 4-3” x 14 ga. staples, 7/16” crown End nail Built-up girders and beams, 2-inch lumber layers 20d common (4” x 0.192”); or Nail each layer as follows: 32” o.c. at top and bottom and staggered. 10d box (3” x 0.128”); or 3” x 0.131” nails 24” o.c. face nail at top and bottom staggered on opposite sides. And: 2-20d common (4” x 0.192?; or 3-10d box(3 ½” x 0.128”); or 3-3” x 0.131” nails Face nail at ends and at each splice Ledger strip supporting joists or rafters 4-16d box (31/2" × 0.135"); or 3-16d common (31/2" × 0.162"); or 4-10d box (3" × 0.128"); or 4-3" × 0.131" nails At each joist or rafter, face nail Bridging to joist 2-10d box (3" × 0.128"), or 2-8d common (21/2" × 0.131"; or 2-3" × 0.131") nails Each end, toe nail ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a, b, c SPACING OF FASTENERS Edges (inches)h Intermediate supports c, e (inches) Wood structural panels, subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing [see Table R602.3(3) for wood structural panel exterior wall sheathing to wall framing] 3/8" - 1/2" 6d common (2"" × 0.113"") nail (subfloor, wall) i 8d common (2 1/2" × 0.131") nail (roof); or RSRS-01 (2 3/8" × 0.113") nail(roof) 12f 19/32" - 1" 8d common nail (2 1/2" × 0.131"); or RSRS-01; (2” x 0.113”) nail (roof) j 12f 1 1/8" - 1 1/4" 10d common (3" × 0.148") nail; or 8d (2 1/2" × 0.131") deformed nail Other wall sheathing g 1/2" structural cellulosic fiberboard sheathing 1 1/2" galvanized roofing nail, 7/16" head diameter, or 1 1/4" long 16 ga. staple with 7/16" or 1" crown 25/32" structural cellulosic fiberboard sheathing 1 3/4" galvanized roofing nail, 7/16" head diameter, or 1 1/2" long 16 ga. staple with 7/16" or 1" crown 1/2" gypsum sheathing d 1 1/2" galvanized roofing nail; staple galvanized, 1 1/2" long; 11/4 screws, Type W or S 5/8" gypsum sheathing d 1 3/4" galvanized roofing nail; staple galvanized, 1 5/8" long; 1 5/8”screws, Type W or S Wood structural panels, combination subfloor underlayment to framing 3/4" and less 6d deformed (2" × 0.120") nail; or 8d common (21/2" × 0.131") nail 7/8" - 1" 8d common (2 1/2" × 0.131") nail; or 8d deformed (2 1/2" × 0.120") nail 1 1/8" - 1 1/4" 10d common (3" × 0.148") nail; or 8d deformed (2 1/2" × 0.120") nail For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s; 1 ksi = 6.895 MPa. a. Nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less. b. Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2) f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 inches of roof edges and ridges, nails shall be spaced at 6 inches on center where the ultimate design wind speed is less than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but less than 140 mph. g. Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C208. h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe nails on one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on the opposite side of the rafter shall not be required. j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. 2 toe nails on one side and 1 toe nail on opposite side of each rafter or trussi CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOR SI: 1 LB/SQFT = 0.0479 KN/M. 1 MILE PER HR = 1.609 KM/HR. A. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE. THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX (I.E., "NEGLIGIBLE", "MODERATE", OR "SEVERE") FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP [FIGURE R301.2(3)]. THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 216, OR C 652. B. THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R403.1(1). THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. C. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "VERY HEAVY", "MODERATE TO HEAVY", "SLIGHT TO MODERATE", OR "NONE TO SLIGHT" IN ACCORDANCE WITH FIGURE R301.2(6) DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. D. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "MODERATE TO SEVERE", "SLIGHT TO MODERATE", OR "NONE TO SLIGHT" IN ACCORDANCE WITH FIGURE R301.2(7) DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. E. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP [FIGURE F301.2(4)]. WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN ACCORDANCE WITH SECTION R301.2.1.4 F. REFER TO TABLE N1101.2 "WINTER DESIGN DRY-BULB TEMPERATURE" COLUMN. G. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301.2.2.1 H. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH (A) THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM (DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS). (B) THE DATE(S) OF THE CURRENTLY EFFECTIVE FIRM AND FBFM, OR OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY, AS MAY BE AMENDED. I. SEE FIGURE R301.2(5) FOR GROUND SNOW LOADS. TABLE 3.2A SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS 1/2" ANCHOR BOLTS 5/8" ANCHOR BOLTS Fastest-Mile Wind Speed (mph) Fastest-Mile Wind Speed (mph) Anchor Bolt Connection Foundation Supporting Bracing Wall Perimeter Edge Nail Spacing (in.) Sill Plate to Foundation* (crawl space or basement) Wall Bottom Plate to Foundation (slab on grade) 1 Story 2 Stories 3 Stories 1-3 Stories All Maximum Anchor Bolt Spacing (in.) Maximum Anchor Bolt Spacing (in.) ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAGMS (279 PLF.) ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O.C. (731 PLF.) BUILT IN ACCORDANCE WITH SECTION 3.4.4. ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.C. (421 PLF.) BUILT IN ACCORDANCE WITH SECTION 3.4.4. * 1) 3) 2) 7" MIN. EMBEDMENT IN POURED CONCRETE 15" MIN. EMBEDMENT IN C.M.U. FILL TOP 2 COURSES SOLID. PROVIDE 3"x3" WASHERS STRUCTURAL MEMBER ALLOWABLE DEFLECTION RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH NO FINISHED CEILING ATTACHED TO RAFTERS L/180 INTERIOR WALLS AND PARTITIONS H/180 FLOORS AND PLASTERED CEILINGS L/360 ALL OTHER STRUCTURAL MEMBERS L/240 EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH L/360 EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISH L/240 EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISH L/120 TABLE R301.6 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. 1-16D NAIL PER FOOT. WIND GROUND SNOW LOAD i SUBJECT TO DAMAGE FROM 1,2 SPEED (MPH) e SEISMIC DESIGN CATEGORY g WEATHERINGa FROST LINE DEPTH TERMITE c DECAY d WINTER DESIGN TEMP F (36" FROM SOFFIT) ICE SHIELD UNDER- LAYMENT REQUIRED FLOOD HAZARDS h B SEVERE 36" MODERATE TO HEAVY SLIGHT TO MODERATE YES NO o 2025 NEW YORK STATE RESIDENTIAL CODE TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA JOINT DESCRIPTION TABLE 3.1 NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL NUMBER OF COMMON NAILS NAIL SPACING ROOF FRAMING 3-8d PER RAFTER CEILING JOIST TO TOP PLATE (TOE-NAILED) PER JOIST CEILING JOIST TO PARALLEL RAFTER (FACE NAILED) EACH LAP CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) EACH LAP COLLAR TIE TO RAFTER (FACE-NAILED) PER TIE BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END WALL FRAMING TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16D PER FOOT TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16D JOINTS EACH SIDE STUD TO STUD (FACE-NAILED) 2-16D 24" O.C. HEADER TO HEADER (FACE-NAILED) 16D 16" O.C. ALONG EDGES TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16D PER 2"x4" STUD 2-16D PER FOOT 1,2 FLOOR FRAMING JOIST TO SILL, TOP PLATE, OR GIRDER (TOE-NAILED) 4-8D PER JOIST BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END BLOCKING TO JOIST (TOE-NAILED) 2-8D EACH END BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER JOIST BAND JOIST TO JOIST (END-NAILED) 3-16D PER JOIST BAND JOIST TO SILL, OR TOP PLATE (TOE-NAILED) 2-16D PER FOOT ROOF FRAMING STRUCTURAL PANELS 8D DIAGONAL BOARD SHEATHING 2-8D PER SUPPORT 1"X6" OR 1"X8" 3-8D PER SUPPORT 1"X10" OR WIDER CEILING SHEATHING GYPSUM WALL BOARD 5D COOLERS 7" EDGE / 10" FIELD WALL SHEATHING STRUCTURAL PANELS 8D FIBERBOARD PANELS 6D 3" EDGE / 6" FIELD 7/16" 25/32" 8D3 3" EDGE / 6" FIELD GYPSUM WALL BOARD 5D COOLERS 7" EDGE / 10" FIELD HARDBOARD PARTICLE PANELS DIAGONAL BOARD SHEATHING PER SUPPORT 1"X6" OR 1"X8" PER SUPPORT 1"X10" OR WIDER FLOOR SHEATHING 2-8D 3-8D STRUCTURAL PANELS 1" OR LESS GREATER THAN 1" 8D 10D 6" EDGE / 12" FIELD 6" EDGE / 6" FIELD DIAGONAL BOARD SHEATHING PER SUPPORT 1"X6" OR 1"X8" PER SUPPORT 1"X10" OR WIDER 2-8D 3-8D 3-16D PER 2"x6" STUD 4-16D PER 2"x8" STUD 3-8d 3-16d 3-16d 3-8d 6" EDGE / 12" FIELD 6" EDGE / 12" FIELD 2-8D 2-8D PER SUPPORT PER SUPPORT FASTEST MILE WINDSPEED (MPH) ROOF SPAN (FT.) - TABLE 3.4 RIDGE TENSION STRAP CONNECTION REQUIREMENTS ROOF PITCH ROOF SPAN (FT.) FASTEST MILE WINDSPEED (MPH) FASTEST MILE WINDSPEED (MPH) 6:12 7:12 - 12:12 RAFTER RIDGE TENSION STRAP RIDGE BEAM - 4:12 5:12 NAILING REQUIREMENTS FRAMING SPACING (IN.) RAFTER TO TOP PLATE (TOE-NAILED) BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKING (FACE-NAILED) NUMBER OF 8d COMMON NAILS IN EACH END OF 1-1/4" x 20 GAGE STRIP TABLE 3.4B UPLIFT STRAP CONNECTION REQUIREMENTS (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) # OF 8d COMMON NAILS IN EACH END OF 1-1/4" 20 GAGE STRAP REQUIRED CAPACITY OF RIDGE CONNECTION (PLF) DESIGN LOADS: LIVE DEAD DECKS / PORCHES ROOMS OTHER THAN SLEEPING ROOMS ATTICS WITHOUT STORAGE ATTICS WITH STORAGE SLEEPING ROOMS SNOW LOAD: PER :12 PITCH ROOF : HEADER SCHEDULE POSTS SHALL BE 4X4 (NOMINAL) * (2) 2X12 8'-0" TO 10'-0" (2) 2X10 6'-0" TO 7'-11" NOMINAL LUMBER SIZE: SPANS: (2) 2X6 UP TO 3'-11" (2) 2X8 4'-0" TO 5'-11" ALL WOOD FRAMING INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC. TO BE DOUG. FIR-LARCH #2 OR BETTER, MODULOUS OF ELASTICITY "E" 1,600,000 WITH A MIN. Fb=1400 psi (2x4), Fb=1200 psi (2x6), Fb=1100 psi (2x8), Fb=1000 psi (2x10), Fb=900 psi (2x12). NOTE: ALL SIZES CALLED OUT ON ANY OF THE FOLLOWING DRAWINGS WILL SUPERCEDE THIS SCHEDULE. NOTE: ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF AND THE FOLLOWING: CODE COMPLIANCE: THESE PLANS HAVE BEEN PREPARED UNDER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. ALL DETAILS AND INFORMATION HEREIN IS CERTIFIED BY THE LISTED DESIGN PROFESSIONAL AND IN COMPLIANCE WITH THE FOLLOWING: 1. 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY HOUSES 2. 2020 NYS UNIFORM CODE SUPPLEMENT 3. 2020 IECC 4. ENGINEERED STRUCTURAL COMPONENTS PER ASCE 7-10 5. WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION FOR ONE AND TWO STORY FAMILY DWELLINGS THERE SHALL BE NO DEVIATION IN CONSTRUCTION PRACTICE FROM THE REQUIREMENTS OF THESE DOCUMENTS. MATERIALS SHOWN AND SPECIFIED ON THESE PLANS HAVE BEEN CHOSEN BASED ON PERFORMANCE DATA AND MANUFACTURERS RECOMMENDATIONS. AND SUBSTITUTIONS WILL BECOME THE BURDEN AND REASONABILITY OF THE CONTRACTOR TO VALIDATE THE COMPLIANCE WITH CODES AND TESTING PROCEDURES, INCLUDING THE PRODUCTION OF ANSI TEST RESULTS , AAMA TEST RESULTS, ETC. THIS APPLICATION/ PROJECT WILL CONFORM TO THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ENGINEERED STRUCTURAL COMPONENTS AS PER ASCE 7-10 TOWN OF CROTON ON HUDSON D13 PC, EPC Post Caps D08 ABA, ABU Post Bases D04 LUC, HUC Joist Hangers D01 General Notes D14 CCQ, ECCQ Post Caps D09 PBS Post Bases D05 SUR/SUL 45° Skewed Joist Hangers D15 CC, ECC Post Caps D10 CBSQ Post Bases D06 LS Framing Angles D02 Fasteners D16 H Hurricane Ties D11 BC, BCS Post Caps D07 LSU, LSSU Adjustable Joist Hangers D12 AC, LPC, LCE Post Caps D03 LUS Joist Hangers General Notes: 1. Outdoor environments are generally more corrosive to steel. If you choose to use ZMAX® or HDG finish or stainless steel material on an outdoor project, you should periodically inspect your connectors and fasteners or have a professional inspection performed. Regular maintenance, including water-proofing of the wood used in your outdoor project is also a good practice. 2. Coatings Available: 2.1. ZMAX: Galvanized (G185) 1.85 oz. of zinc per square foot of surface area. (hot-dip galvanized per ASTM A653 total both sides). These products require hot-dip galvanized fasteners (fasteners which meet the specifications of ASTM A153). 2.2. HDG - Hot Dip Galvanized: Products are hot-dip galvanized after fabrication (14 ga. and thicker). The coating weight increases with material thickness. The minimum specified coating weight is 2.0 oz. per square foot. (per ASTM A123 total both sides). These products require hot-dip galvanized fasteners (fasteners which meet the specifications of ASTM A153). 2.3. SS - Stainless Steel: Connectors are manufactured from Type 316L stainless steel, and provide greater durability against corrosion. Stainless-steel nails are required with stainless-steel products, and are available from Simpson Strong-Tie. 3. When using stainless steel connectors, use stainless steel fasteners. When applications allow the use of ZMAX/HDG galvanized connectors, use HDG fasteners that meet the specifications of ASTM A153 or equivalent coating offered on Simpson Strong-Tie fasteners. 4. Due to many variables involved with outdoor construction, Simpson Strong-Tie cannot provide estimates on service life of connectors, anchors or fasteners. 5. To obtain optimal performance from Simpson Strong-Tie products, the products must be installed properly and used in accordance with the installation instructions and design limits provided by Simpson Strong-Tie. 6. All installation notes and guidelines within the current Wood Construction Connectors catalog shall apply for the connectors, anchors, and fasteners shown. 7. Simpson Strong-Tie reserves the right to change the specifications, design and models shown without notice or liability for such changes. 8. Simpson Strong-Tie does not guarantee the performance or safety of products that are modified, improperly installed or not used in accordance with the design. 9. All references to bolts or machine bolts (MB) are structural quality through bolts (not lag screws or carriage bolts) equal to or better than ASTM A307, grade A. Bolt holes shall be at least a minimum 1/32" and no more than a maximum of 1/16" larger than the bolt diameter per 2005 NDS Section 11.1.2. 10.Unless noted otherwise, all references to standard cut washers refer to Type A plain washers (W) conforming to the dimensions shown in ASME B18.22.1 for the appropriate rod sizes. 11.Unless stated otherwise, Simpson Strong-Tie cannot and does not make any representation regarding the suitability of use or load-carrying capacities of connectors installed with improper fasteners. 0.162" 0.148" 0.162" 0.161" 0.131" 0.131" 0.161" 0.148" 0.131" 0.131" 0.25" 16d Common 10d Common SD Screw #10x2½ 16dx2½ SD Screw #9x2½ 8d Common SD Screw #10x1½ 10dx1½ SD Screw #9x1½ 8dx1½ SDS Screw ¼" x various lengths 3½ 2½ 1½ Fastener Notes: 1. The specified quantity, type and size of fastener must be installed in the correct holes on the connector to achieve published loads. Incorrect fastener selection or installation can compromise connector performance and could lead to failure. 2. Nail diameter assumes no coating. See technical bulletin T-NAILGUIDE for more information. 3. The Simpson Strong-Drive® SD structural-connector screw is the only screw approved for use with our connectors. 4. NAIL reference in tables: 16d = 16d common, 10d = 10d common Fastening Identification Round Holes Purpose: to fasten a connector. Fill requirements: always fill, unless noted otherwise. Obound Holes Purpose: to make fastening a connector in a tight location easier. Fill requirements: always fill. Hexagonal Holes Purpose: to fasten a connector to concrete or masonry. Fill requirements: always fill when fastening a connector to concrete or masonry. Triangular Holes Purpose: to increase a connector's strength or to achieve Max strength. Fill requirements: when the designer specifies Max nailing. Diamond Holes Purpose: to temporarily fasten a connector to make installing easier. Fill requirements: none. Speed Prongs Used to temporarily position and secure the connector for easier and faster installation. Dome Nailing This feature guides the nail into the joist and header at a 45° angle. Double Shear Nailing The nail is installed in the joist and header, distributing the load through two points on each joist nail for greater strength. Pilot Holes Tooling holes for manufacturing purposes. No fasteners required. LUS Typical LUS28Z Installation 1. indicates connector is available in stainless steel. Replace Z in model number with SS when ordering. 2. Refer to current Wood Construction Connectors catalog for additional information. Installation: · LUS hangers install with double shear nailing. · For installations into single 2x headers or ledgers, use the specified full length fasteners into the joist and the following fasteners into the header for reduced loads in accordance with www.strongtie.com: ·· 10dx1½ nails for installations with Nails ·· SD #9x1½ for LUS28Z and LUS210Z installations with SD Screws ·· SD #10x1½ for LUS26-2Z and LUS210-2Z installations with SD Screws Model No. Dimensions (in.) Fasteners Nails SD Screws W H B Header Joist Header Joist LUS26Z 1 9/16 4 3/4 1 3/4 4-10d 4-10d - - LUS28Z 1 9/16 6 5/8 1 3/4 6-10d 4-10d 6-SD #9x2½ 4-SD #9x2½ LUS210Z 1 9/16 7 13/16 1 3/4 8-10d 4-10d 8-SD #9x2½ 4-SD #9x2½ LUS26-2Z 3 1/8 4 7/8 4-16d 4-16d 4-SD #10x2½ 4-SD #10x2½ LUS210-2Z 3 1/8 8-16d 6-16d 8-SD #10x2½ 6-SD #10x2½ LUC Typical HUC Installation (LUC Similar) Model No. Dimensions (in.) Fasteners Nails SD Screws W H B Header Joist Header Joist LUC26Z 1 9/16 4 3/4 1 3/4 6-10d 4-10dx1½ 6-SD #9x2½ 4-SD #9x1½ LUC210Z 1 9/16 7 3/4 1 3/4 10-10d 6-10dx1½ 10-SD #9x2½ 6-SD #9x1½ HUC26-2Z 3 1/8 5 3/8 2 1/2 12-16d 6-10d - - HUC28-2Z 3 1/8 2 1/2 14-16d 6-10d - - HUC210-2Z 3 1/8 8 13/16 2 1/2 18-16d 10-10d - - 1. indicates connector is available in stainless steel. Replace Z in model number with SS when ordering. 2. Refer to current Wood Construction Connectors catalog for additional information. Installation: · For HUC installations, models have triangle and round holes. To achieve maximum loads, fill both round and triangle holes (fastener quantities listed fill both holes). · For installations into single 2x headers or ledgers, use the specified full length fasteners into the joist and the following fasteners into the header for reduced loads in accordance with www.strongtie.com: ·· 10dx1½ nails for installations with Nails ·· SD #9x1½ for LUC26Z and LUC210Z installations with SD Screws SUL Skewed Left Hanger (SUR is Skewed Right) Typical SUR Installation Model No. Joist Size Dimensions (in.) Fasteners W H B A1 A2 Header Joist SUR/L26Z 2x6, 8 1 9/16 1 1/8 1 5/16 6-16d 6-10dx1½ SUR/L210Z 2x10, 12 1 9/16 8 1/8 1 1/8 1 5/16 10-16d 10-10dx1½ SUR/L210-2Z (2) 2x10, 12 3 1/8 8 11/16 2 5/8 1 7/16 2 3/8 14-16d 6-16dx2½ 1. indicates connector is available in stainless steel. Replace Z in model number with SS when ordering. 2. Refer to current Wood Construction Connectors catalog for additional information. Installation: · The joist may be square cut or bevel cut. · These hangers will normally accommodate a 40° to 50° skew. LS Typical LS50Z Installation LS Top View Model No. L (in) Fasteners LS30Z 3 3/8 6-10d LS50Z 4 7/8 8-10d LS70Z 6 3/8 10-10d 1. indicates connector is available in stainless steel. Replace Z in model number with SS when ordering. 2. Refer to current Wood Construction Connectors catalog for additional information. Installation: · Field skewable; bend one time only. · Joist must be constrained against rotation (for example, with solid blocking) when using a single LS per connection. STEP 1 Nail hanger to slope-cut carried member, installing seat nail first. No bevel necessary for skewed installation. Install joist nails at 45 ° angle. STEP 2 Skew flange from 0-45 °. Bend other flange back along centerline of slots until it meets the header. Bend one time only. STEP 3 Attach hanger to the carrying member, acute angle side first (see footnote 1). Install nails at an angle. Model No. Dimensions (in.) Fasteners W H A Header Joist LSU26Z 1 9/16 4 7/8 1 1/2 6-10d 5-10dx1 1/2 LSSU210Z 1 9/16 8 1/2 1 5/8 10-10d 7-10dx1 1/2 1. For skewed LSSU, the inner most face fasteners on the acute angle side are not installed. 2. Refer to current Wood Construction Connectors catalog for additional information. Installation: · Follow 3-step installation sequence for skewed or sloped/skewed applications. · Do not substitute 10dx1½ nails for face nails. · To see an installation video on this product, visit www.strongtie.com LSSU210Z Slope to 45 ° up or down. "A" Flanges ABA44Z ABU44Z Typical ABA Installation (ABU Similar) Model No. Post Size Dimensions (in.) Anchor Dia. Post Fasteners W L H HB Nails SD Screws Machine Bolts Qty. Dia. ABA44Z 4x4 3 9/16 3 1/8 3 1/16 - 1/2 6-10d 6-SD #9x1½ - - ABU44Z 4x4 3 9/16 5 1/2 1 3/4 5/8 12-16d 12-SD #10x1½ 1/2 ABA46Z 4x6 3 9/16 5 3/16 3 1/8 - 5/8 8-16d 8-SD #10x1½ - - ABU46Z 4x6 3 9/16 2 5/8 5/8 12-16d - 1/2 ABA66Z 6x6 5 1/2 5 1/4 3 1/8 - 5/8 8-16d 8-SD #10x1½ - - ABU66Z 6x6 5 1/2 6 1/16 1 3/4 5/8 12-16d - 1/2 ABU88Z 8x8 7 1/2 - 2 - 5/8 18-16d - - - 1. indicates connector is available in stainless steel. Replace Z in model number with SS when ordering. 2. Refer to current Wood Construction Connectors catalog for additional information. Installation: · ABA, ABU - for pre-pour installed anchors. For Simpson Strong-Tie epoxy or mechanical anchors, select and install in accordance with www.strongtie.com. · Products require washers between the nut and the base. Washers are supplied with the ABU but not the ABA, which requires a standard cut washer. Model No. Dimensions (in.) Post Fasteners W L H HB Nails SD Screws Machine Bolts Qty. Dia. PBS44AHDG 3 9/16 3 1/2 6 1/4 3 7/16 14-16d 14-SD #10x1½ 1/2 PBS66HDG 5 1/2 5 3/8 6 1/2 3 11/16 14-16d - 1/2 1. Refer to current Wood Construction Connectors catalog for additional information. Installation: · Embed into wet concrete up to the bottom of the 1" standoff base plate. A 2" minimum side cover is required to obtain the full load. Holes in the bottom of the straps allow for free concrete flow. · Allow concrete to cure before installation of the post. Typical PBS Typical CBSQ44 Installation 3" Min. Sidecover 1. indicates connector is available in stainless steel. Replace -SDS2HDG in model number with SS when ordering. 2. Refer to current Wood Construction Connectors catalog for additional information. Model No. Post Size Dimensions (in.) Number of SDS Screws W1 W2 D H CBSQ44-SDS2HDG 4x4 3 9/16 3 1/2 7 1/8 8 3/8 14-SDS ¼"x2" CBSQ46-SDS2HDG 4x6 3 9/16 5 5/16 7 13/16 8 11/16 14-SDS ¼"x2" CBSQ66-SDS2HDG 6x6 5 1/2 5 1/2 6 7/8 8 3/4 14-SDS ¼"x2" CBSQ86-SDS2HDG 6x8 7 1/2 5 3/8 6 1/8 8 11/16 12-SDS ¼"x2" CBSQ88-SDS2HDG 8x8 7 1/2 7 3/8 6 1/8 8 11/16 12-SDS ¼"x2" Installation: · Install Simpson Strong-Tie SDS 14" x 2" wood screws, which are provided with the column base, with a 3 8" hex head driver. (Lag screws will not achieve the same load.) · Allow concrete to cure before installation of the post. · For full loads, a minimum of 3" side cover shall be provided. Typical CBSQ Typical BCS Installation (BC Similar) BCS (BC Similar) Model No. Dimensions (in.) Fasteners W1 W2 L1 L2 H1 H2 Nails SD Screws Beam Flange Post Flange Beam Flange Post Flange BC4Z 3 9/16 3 9/16 2 7/8 2 7/8 6-16d 6-16d 6-SD #10x1½ 6-SD #10x1½ BC6Z 5 1/2 5 1/2 4 3/8 4 3/8 3 3/8 3 3/8 12-16d 12-16d - - BCS2-2/4Z 3 1/8 3 9/16 2 7/8 2 7/8 2 15/16 2 15/16 8-10d 6-10d 8-SD #9x2½ 6-SD #9x2½ BCS2-3/6Z 4 5/8 5 9/16 4 3/8 2 7/8 3 5/16 2 15/16 12-16d 6-16d - - 1. indicates connector is available in stainless steel. Replace Z in model number with SS when ordering. 2. Refer to current Wood Construction Connectors catalog for additional information. Installation: · BCS: Install dome nails on beam; drive nails at an angle through the beam into the post below. · BC: Do not install bolts into pilot holes. Typical LCE4Z Installation LPCZ AC Model No. Dimensions (in.) Fasteners W L Nails SD Screws Beam Post Beam Post AC4Z 3 9/16 6 1/2 14-16d 14-16d 14-SD #10x1½ 14-SD #10x1½ AC6Z 5 1/2 8 1/2 14-16d 14-16d 14-SD #10x1½ 14-SD #10x1½ LPC4Z 3 9/16 3 1/2 8-10d 8-10d 8-SD #9x1½ 8-SD #9x1½ LPC6Z 5 9/16 5 1/2 8-10d 8-10d - - LCE4Z - 5 3/8 14-16d 10-16d 14-SD #10x1½ 10-SD #10x1½ 1. indicates connector is available in stainless steel. Replace Z in model number with SS when ordering. 2. Refer to current Wood Construction Connectors catalog for additional information. Installation: · Install in pairs. · For LCE4Z installations on mitered corner conditions, refer to www.strongtie.com for more information. PC Typical EPC Installation Model No. Post Size Dimensions (in.) Fasteners W1 W2 L1 L2 L3 Nails SD Screws Post Beam Post Beam PC EPC PC EPC PC44-16Z 4x4 3 9/16 3 9/16 2 5/8 7 5/16 8-16d 12-16d 8-16d 8-SD #10x1½ 12-SD #10x1½ 8-SD #10x1½ PC46-16Z 4x6 3 9/16 5 1/2 2 5/8 9 1/4 8-16d 12-16d 8-16d - - - PC66-16Z 6x6 5 1/2 5 1/2 4 9/16 9 1/4 8-16d 12-16d 8-16d - - - 1. Refer to current Wood Construction Connectors catalog for additional information. Installation: · For end condition, specify EPC · Use all specified fasteners. · Do not install bolts into pilot holes. CCQ ECCQ Typical CCQ Installation Model No. Beam Width Dimensions (in.) No. of SDS ¼"x 2½" Screws W1 W2 L1 H CCQ ECCQ Beam Post CCQ3-6HDG 3 1/8 3 1/4 5 1/2 8 1/2 CCQ44HDG 4x 3 5/8 3 5/8 8 1/2 CCQ46HDG 4x 3 5/8 5 1/2 8 1/2 CCQ48HDG 4x 3 5/8 7 1/2 8 1/2 CCQ66HDG 6x 5 1/2 5 1/2 8 1/2 CCQ68HDG 6x 5 1/2 7 1/2 8 1/2 1. indicates connector is available in stainless steel. Replace HDG in model number with SS when ordering. 2. Refer to current Wood Construction Connectors catalog for additional information. Installation: · For end conditions, specify ECCQ · Install Simpson Strong-Tie SDS 14" x 212" screws, which are provided with the column cap, with a 3 8" hex head driver. SDS screws install best with a low speed 12" drill. · Beam depth must be a minimum 7". CC ECC Typical CC Installation Model No. Beam Width Dimensions (in.) Machine Bolts W1 W2 L H1 Dia. Beam Post CC ECC CC ECC CC3-1/4-4HDG 3 1/8 3 1/4 3 5/8 7 1/2 6 1/2 5/8 CC3-1/4-6HDG 3 1/8 3 1/4 5 1/2 7 1/2 6 1/2 5/8 CC44HDG 4x 3 5/8 3 5/8 5 1/2 5/8 CC66HDG 6x 5 1/2 5 1/2 7 1/2 6 1/2 5/8 1. indicates connector is available in stainless steel. Replace HDG in model number with SS when ordering. 2. Refer to current Wood Construction Connectors catalog for additional information. Installation: · For end conditions, specify ECC · Bolt holes shall be a minimum 132" to a maximum 116" larger than the bolt diameter. · Contact engineered wood manufacturers for connections that are not through the wide face. · Beam depth must be at least as tall as H1. Typical H1Z and H2.5Z Installation H1Z H2.5Z Model No. Fasteners Nails SD Screws To Joist To Beam To Joist To Beam H1Z 6-8dx1½ 4-8dx1½ 6-SD #9x1½ 4-SD #9x1½ H2.5Z 5-8dx1½ 5-8dx1½ 5-SD #9x1½ 5-SD #9x1½ H8Z 5-10dx1½ 5-10dx1½ 5-SD #9x1½ 5-SD #9x1½ 1. indicates connector is available in stainless steel. Replace Z in model number with SS when ordering. 2. Refer to current Wood Construction Connectors catalog for additional information. H8Z Installation: · Use all specified fasteners. H1Z H2.5Z TA10Z Inverted Installation Model No. Fasteners Stringer Tread TA9Z 3-SDS ¼"x1½" 2-SDS ¼"x1½" TA10Z 3-SDS ¼"x1½" 4-SDS ¼"x1½" TA10Z 4-SDS ¼"x1½" 3-SDS ¼"x1½" 1. indicates connector is available in stainless steel. Replace Z in model number with SS when ordering. 2. Refer to current Wood Construction Connectors catalog for additional information. TA9Z (TA10Z length = 10 1/4") Installation: · Use all specified fasteners. · For double 2x6 treads, install TA10Z inverted with 4 screws installed into the treads. SDS Ledger Installation 1½" minimum from top of ledger and band joist 4" to 5" from end of ledger On-center spacing of SDS wood screws per designer 3" minimum row spacing 1½" minimum from bottom of ledger and band joist Size (in.) Model No. Thread Length (in.) ¼" x 3½" SDS25312 2¼ ¼" x 5" SDS25500 2¾ 1. indicates connector is available in stainless steel. Add SS to model number when ordering. 2. Refer to current F-SDSLDGR for spacing and additional information. 3. The screws shall be staggered from the top to the bottom along the horizontal run of the deck ledger per IRC 2009 Section R502.2.2.1.1. SDS Screw Installation: · Install Simpson Strong-Tie SDS wood screws with a 3 8" hex head driver. · SDS screws install best with a low speed 12" drill. S3.5 DTT2Z Model No. CL Anchor Dia. Fasteners DTT2Z 13/16 1/2" 8-SDS ¼"x1½" 1. indicates connector is available in stainless steel. Replace Z in model number with SS when ordering. 2. Refer to T-GRDRLPST and T-DECKLATLOAD for additional information. Installation: · Install Simpson Strong-Tie SDS wood screws with a 3 8" hex head driver. SDS screws install best with a low speed high torque drill. · A standard cut washer (provided) must be installed between the nut and the DTT2Z seat. · Bolt holes shall be a minimum 132" to a maximum 116" larger than the bolt diameter. DTT2Z Installed as a Lateral Connector for a Deck Guardrail Post. For more information on guardrail post connections, and installation instructions, see technical bulletin T-GRDRLPST (available at www.strongtie.com). DTT2Z Installed as a Lateral Connector for a Deck-to-House Lateral Load Connection For more information on this connection, and installation instructions, see technical bulletin T-DECKLATLOAD (available at www.strongtie.com). LSCZ Typical Installation Deck Framing Stair Stringer Model No. Fasteners Nails SD Screws Rim Joist Stringer Wide Face Stringer Narrow Face Rim Joist Stringer Wide Face Stringer Narrow Face LSCZ 8-10dx1½ 8-10dx1½ 1-10dx1½ 8-SD #9x1½ 8-SD #9x1½ 1-SD #9x1½ LSCZ Installation: · Before fastening, position the stair stringer with the LSCZ on the carrying member to verify where the bend should be located. · Tabs on the LSCZ must be positioned to the inside of the stairs. · The fastener that is installed into the bottom edge of the stringer must go into the second-to-last hole. · A minimum distance of 3 4" measured from the lowest rim-joist fastener to the edge of rim joist is required. 1. indicates connector is available in stainless steel. Replace Z in model number with SS when ordering. Stainless steel models must be fastened with nails. 2. Refer to current Wood Construction Connectors catalog for additional information. SIMPSON STRONG-TIE COMPANY INC. NORTHEAST: 2600 International Street, Columbus, Ohio 43228 NORTHWEST: 5151 South Airport Way, Stockton, California 94588 SOUTHEAST: 2221 Country Lane, McKinney, Texas 75069 SOUTHWEST: 12246 Holly Street, Riverside, California 92509 -REFERENCE NOTES -NAILING SCHEDULE -CLIMATE&GEOGRAPHY DESIGN CRITERIA 11-21-25 ISSUED FOR PRELIMINARY REVIEW 11-26-25 ISSUED FOR PRELIMINARY REVIEW 12-04-25 ISSUED FOR PRELIMINARY REVIEW 12-22-25 ISSUED FOR PRELIMINARY REVIEW 01-06-26 ISSUED FOR ARCHITECTURAL REVIEW 02-05-26 ISSUED FOR BUILDING PERMIT REVIEW 555 BROADHOLLOW RD #327, MELVILLE, NY, 11747 PHONE # (516) 942-4224 WEB: https://mynextgendesigns.com NEXTGENSOULTIONSNY@GMAIL.COM PROJECT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE LICENSED ARCHITECT, TO ALTER THESE PLANS IN ANY WAY. BY ACCEPTING AND USING THESE PLANS, THE OWNER, CONTRACTOR, AND/OR AGENT AGREES TO LIMIT THE LIABILITY OF THE DESIGN PROFESSIONAL AND THEIR EMPLOYEES FOR ANY ACTS OF NEGLIGENCE OR ERROR. THE TOTAL AGGREGATE LIABILITY SHALL NOT EXCEED THE TOTAL FEE FOR SERVICES RENDERED ON THIS PROJECT. SHEET NUMBER OF ISSUE: TITLE: 100 YOUNG AVE, CROTON-HUDSON, NY, 10520 DILLON RESIDENCE PROP. 1ST & 2ND FLOOR ADDITION PROJECT#:251121 DRAWN BY: NGD TM#:79.13-1-13 H2.5 Simpson Strong-Tie Simpson Strong-Tie H2 2020. 8.1.2.1) 32" 8" 16" 3" 2" 2" 3" 3.4 4" 2" 2" 3.4 15" 7" 14) 4" 12" 3.4 4" 20 3.4 4" 36" 8" .15" 3" 3" 3.2.1.7. 4" 30# 3.4 3.4 3.2.1.7. 3.4 8" 3.3 12" 4" 3.4 3.2.2.2 3.3 44) 2" 7" 15" / 12" 8" 12" 4" 3.2 4" 3.4 4" 12" 26 2" 6" 28 - 2"x8",2"x10",2"x12" LUS26,LUS28/LUS26-2,LUS210,LUS210-2 10" -DETAIL CONNECTION NOTES 11-21-25 ISSUED FOR PRELIMINARY REVIEW 11-26-25 ISSUED FOR PRELIMINARY REVIEW 12-04-25 ISSUED FOR PRELIMINARY REVIEW 12-22-25 ISSUED FOR PRELIMINARY REVIEW 01-06-26 ISSUED FOR ARCHITECTURAL REVIEW 02-05-26 ISSUED FOR BUILDING PERMIT REVIEW 555 BROADHOLLOW RD #327, MELVILLE, NY, 11747 PHONE # (516) 942-4224 WEB: https://mynextgendesigns.com NEXTGENSOULTIONSNY@GMAIL.COM PROJECT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE LICENSED ARCHITECT, TO ALTER THESE PLANS IN ANY WAY. BY ACCEPTING AND USING THESE PLANS, THE OWNER, CONTRACTOR, AND/OR AGENT AGREES TO LIMIT THE LIABILITY OF THE DESIGN PROFESSIONAL AND THEIR EMPLOYEES FOR ANY ACTS OF NEGLIGENCE OR ERROR. THE TOTAL AGGREGATE LIABILITY SHALL NOT EXCEED THE TOTAL FEE FOR SERVICES RENDERED ON THIS PROJECT. SHEET NUMBER OF ISSUE: TITLE: 100 YOUNG AVE, CROTON-HUDSON, NY, 10520 DILLON RESIDENCE PROP. 1ST & 2ND FLOOR ADDITION PROJECT#:251121 DRAWN BY: NGD TM#:79.13-1-13 3" CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD CONTINUOUS BEAD WINDOW PERIMETER CONTINUOUS MINIMAL EXPANDING FOAM AT CEILING GYPSUM BOARD EXPANDING FOAM AT CONTINUOUS MINIMAL WINDOW PERIMETER CONTINUOUS BEAD CONTINUOUS BEAD CONTINUOUS BEAD OF SEALANT OF SEALANT AS AIR BARRIER WINDOW UNIT AS AIR BARRIER OF ADHESIVE OF SEALANT OF SEALANT 1" RIGID INSULATION AS ATTIC EAVE BAFFLE CUT AROUND MANUFACTURED VENT AIR BARRIER AT GARAGE BAND JOIST 1" RIGID INSULATION w/ 1"x3" WOOD FURRING AIR BARRIER AT GARAGE BAND JOIST 1" RIGID INSULATION w/ 2"x2" WOOD FURRING AIR BARRIER AT GARAGE BAND JOIST 1.5" RIGID INSULATION w/ 2"x4" SLEEPERS AIR SEAL AT BUILT-OUT SOFFIT AIR SEAL AT CABINET SOFFIT - SINGLE STORY AIR SEAL AT CABINET SOFFIT - TWO STORY AIR SEAL AT CHASE WALLS - PLAN VIEW AIR SEAL AT DUCT BOOT AIR SEAL AT DUCT SOFFIT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEALING AT ATTIC HATCH - FINISH SCREWS AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR AIR SEALING AT CANTILEVERED MANUFACTURED FIREPLACE ASSEMBLY AIR SEALING AT COMMON WALL BETWEEN DWELLING UNITS AIR SEALING AT CORNER VERTICAL BATHTUB CHASE AIR SEALING AT CORNER VERTICAL CHASE AIR SEALING AT DOUBLE WALLS AIR SEALING AT INTERIOR WALL BETWEEN CONDITIONED SPACE & UNCONDITIONED CELLAR AIR SEALING AT PLATFORM FOR MANUFACTURED FIREPLACE ASSEMBLY AIR SEALING AT PORCH ROOF AT .5" PLYWOOD EXTERIOR SHEATHING AIR SEALING AT PORCH ROOF AT 1" RIGID INSULATION SHEATHING AIR SEALING AT RECESSED LIGHTING IN ATTIC AIR SEALING AT RECESSED LIGHTING IN ATTIC AIR SEALING AT SKYLIGHT SHAFT AIR SEALING AT WHOLE HOUSE FAN ENCLOSURE AIR SEALING BEHIND SHOWER w/ CAVITY RIGID INSULATION AIR SEALING BEHIND TUB w/ CAVITY RIGID INSULATION AIR SEALING BEHIND TUB w/ THIN-PROFILE SHEATHING - SECTION VIEW CONCEPTUAL AIR SEALING STRATEGY AT UPPER FLOOR BAND JOIST CONCEPTUAL INSULATION PRACTICE AT ATTIC-STYLE TRUSS SYSTEM ABOVE CONDITIONED SPACE CONCEPTUAL INSULATION PRACTICE AT ATTIC-STYLE TRUSS SYSTEM ABOVE UNCONDITIONED SPACE TURNED DOWN CONCRETE SLAB .75" RIGID INSULATION TURNED DOWN CONCRETE SLAB 1" RIGID INSULATION AIR BARRIER AT GARAGE BAND JOIST 1" RIGID CONCEPTUAL AIR SEALING STRATEGY - UPPER WALL SECTION INSULATION w/ 2"x2" WOOD FURRING 1" EXTERIOR INSULATION SHEATHING AS ATTIC EAVE BAFFLE AND VENT AIR SEALING BEHIND SHOWER w/ THIN-PROFILE SHEATHING THIN-PROFILE ATTIC EAVE BAFFLE AND VENT CONCEPTUAL INSULATION AT CAPE-STYLE ROOF - CEILING & KNEE WALL CAVITY INSULATION CONCEPTUAL INSULATION AT CAPE-STYLE ROOF - ROOF CAVITY INSULATION w/ RIGID INSULATION CLOSURE CONTINUOUS BEAD CONTINUOUS SILL SEALER - FULL WIDTH OF MUDSILL FOUNDATION WALL AS CONCRETE SLAB AS CONTINUOUS BEAD CONTINUOUS BEAD CONTINUOUS BEAD CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW PERIMETER EXPANDING FOAM AT CONTINUOUS MINIMAL WINDOW PERIMETER CONTINUOUS BEAD CONTINUOUS BEAD OF SEALANT AIR BARRIER AIR BARRIER OF SEALANT OF SEALANT OF SEALANT OF ADHESIVE OF SEALANT WINDOW UNIT AS AIR BARRIER CONCEPTUAL AIR SEALING STRATEGY - LOWER WALL SECTION INSTALL 1" RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALANT. MAINTAIN EQUAL VENT SPACE FOR LENGTH OF RIGID INSULATION VENTED AIRSPACE ATTIC INSULATION INSTALL 1" RIGID INSULATION VERTICALLY TO CONNECT INSULATING SHEATHING TO RIGID INSULATION BAFFLE. FOAM SEAL BOTH JOINTS. CONTINUOUS BEAD OF SEALANT EXTERIOR INSULATED WALL 2" RIGID INSULATION CONTINUOUS BEAD OF SEALANT EXTERIOR INSULATED WALL 2" RIGID INSULATION 1" RIGID INSULATION ROUGH CUT AROUND VENTILATION CHUTE - AIR SEAL PERIMETER w/ EXPANDING FOAM SEALANT VENTILATION CHUTE ATTIC INSULATION INTERIOR CONDITION SPACE CAVITY INSULATION CONTINUOUS BEAD OF SEALANT INTERIOR CONDITIONED SPACE INSULATED DEMISING WALL GARAGE (UNCONDITIONED SPACE) ROOM ABOVE GARAGE WOOD FLOOR TRUSS ASSEMBLY 1" RIGID INSULATION 1"x3" SLEEPERS 16" OC INTERIOR CONDITION SPACE CAVITY INSULATION CONTINUOUS BEAD OF SEALANT INTERIOR CONDITIONED SPACE INSULATED DEMISING WALL GARAGE (UNCONDITIONED SPACE) ROOM ABOVE GARAGE WOOD FLOOR TRUSS ASSEMBLY 1" RIGID INSULATION 2"x2" SLEEPERS 16" OC INTERIOR CONDITION SPACE CAVITY INSULATION CONTINUOUS BEAD OF SEALANT INTERIOR CONDITIONED SPACE INSULATED DEMISING WALL GARAGE (UNCONDITIONED SPACE) ROOM ABOVE GARAGE WOOD FLOOR TRUSS ASSEMBLY 1" RIGID INSULATION 2"x4" SLEEPERS 16" OC WOOD FRAME FLOOR ASSEMBLY CONTINUOUS BEAD OF SEALANT WOOD FRAME SOFFIT ASSEMBLY PROVIDED INTERIOR SHEATHING AT EXTERIOR WALL PRIOR TO SOFFIT ASSEMBLY CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT, TYP. PROVIDE INTERIOR SHEATHING AT EXTERIOR WALL & CEILING PRIOR TO SOFFIT ASSEMBLY WOOD FRAME SOFFIT ASSEMBLY INTERIOR CABINETRY WOOD FRAME FLOOR ASSEMBLY CONTINUOUS BEAD OF SEALANT, TYP. PROVIDE INTERIOR SHEATHING AT EXTERIOR WALL PRIOR TO SOFFIT ASSEMBLY WOOD FRAME SOFFIT ASSEMBLY INTERIOR CABINETRY INTERIOR CHASE WALLS PIPE PENETRATION EXPANDING FOAM AT PERIMETER OF PIPE THIN-PROFILE SHEATHING CLOSURE AT EXTERIOR WALL CONTINUOUS BEAD OF SEALANT LADDER BLOCKING EXTERIOR INSULATED WALL FLOOR GRILLE FLOOR DUCT BOOT CONTINUOUS BEAD OF SEALANT SUBFLOOR INSULATED FLEXIBLE DUCT TIE AT INNER LINER MASTIC AT INNER LINER TIE AT OUTER LINER WOOD FRAME FLOOR ASSEMBLY CONTINUOUS BEAD OF SEALANT, TYP. HVAC DUCT WOOD FRAME SOFFIT ASSEMBLY PROVIDE INTERIOR SHEATHING AT EXTERIOR WALL PRIOR TO SOFFIT ASSEMBLY ELECTRICAL WIRE TOP PLATE EXPANDING FOAM SEALANT WALL STUD PLUMBING PIPE TOP PLATE EXPANDING FOAM SEALANT WALL STUD ATTIC INSULATION WOOD TRUSS FRAMING SHEATH INTERIOR OF ATTIC ACCESS TO +1" OF INSULATION LEVEL 1" RIGID INSULATION ACCESS PANEL DRAW ACCESS PANEL w/ PERIMETER SCREWS TRIM AS REQUIRED FINISH CEILING ATTIC INSULATION ATTIC FLOOR FRAMING RIGID INSULATION "R-VALUE/ DEPTH PER CLIMATE COMPRESSIBLE WEATHER STRIPPING AT PERIMETER OF ENCLOSURE SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED MECHANICAL LATCH TO PRESSURE SEAL AT WEATHER STRIPPING MANUFACTURED PULL DOWN STAIRS CONTINUOUS BEAD OF SEALANT PREFAB FIREPLACE UNIT INSULATED EXTERIOR STUD WALL INSTALL INTERIOR SHEATHING PRIOR TO INSTALLATION OF PREFAB FIREPLACE UNIT INSTALL SOLID BLOCKING - EXPANDING FOAM SEALANT AROUND PERIMETER OF BLOCKING - EACH BAY WOOD FRAME FLOOR ASSEMBLY CAVITY INSULATION CONTINUOUS BEAD OF SEALANT 1" RIGID INSULATION SOFFIT CLOSURE SEALANT TYP. INSTALL INTERIOR SHEATHING AT EXTERIOR WALL PRIOR TO INTERIOR WALL ASSEMBLY PARTITION WALL LADDER BLOCKING AS REQ'D. INSULATED EXTERIOR WALL TUB UNIT INSTALL PLUMBING AT INTERIOR WALL INTERIOR WALL INTERIOR VERTICAL CHASE PROVIDE INTERIOR SHEATHING AT EXTERIOR WALL PRIOR TO INTERIOR WALL ASSEMBLY LADDER BLOCKING AS REQ'D. INSULATED EXTERIOR WALL INTERIOR VERTICAL CHASE PROVIDE INTERIOR SHEATHING AT EXTERIOR WALL PRIOR TO INTERIOR WALL ASSEMBLY INTERIOR WALL LADDER BLOCKING AS REQ'D. INSULATED EXTERIOR WALL INSULATED EXTERIOR STUD WALL BLOCKING AS REQ'D CONTINUOUS BEAD OF SEALANT, TYP. INSTALL INTERIOR SHEATHING PRIOR TO INSTALLATION OF FINISH ENCLOSURE WOOD FRAME FLOOR ASSEMBLY INTERIOR INSULATED WALL BETWEEN CONDITIONED SPACE & ATTIC ROUGH STRINGER GYPSUM BOARD (BOTH SIDES OF WALL) EXPANDING FOAM SEALANT, TYP. 2"x4" BLOCKING SECTION THRU SECTION THRU WALL STAIRWAY PREFAB FIREPLACE UNIT INSULATED EXTERIOR STUD WALL INSTALL INTERIOR SHEATHING PRIOR TO INSTALLATION OF PREFAB FIREPLACE UNIT CONTINUOUS BEAD OF SEALANT WOOD FRAME FLOOR ASSEMBLY EXTERIOR INSULATED WALL PLYWOOD/OSB SHEATHING PORCH RAFTER LEDGER AS REQ'D ON TOP OF WEATHER BARRIER & SHEATHING BUILDING PAPER/ WEATHER BARRIER EXTERIOR INSULATED WALL RIGID INSULATION SHEATHING R-VALUE/THICKNESS PER CLIMATE (TAPE ALL JOINTS) LEDGER AS REQ'D ON TOP OF WEATHER BARRIER & SHEATHING PORCH RAFTER ATTIC INSULATION MANUFACTURED RECESSED LIGHT ENCLOSURE ATTIC TRUSS EXPANDING FOAM SEALANT AT PERIMETER CONTINUOUS BEAD OF SEALANT DRYWALL CEILING RECESSED LIGHTING FIXTURE 3"MIN.3" ATTIC INSULATION MANUFACTURED RECESSED LIGHT ENCLOSURE ATTIC TRUSS EXPANDING FOAM SEALANT AT PERIMETER CONTINUOUS BEAD OF SEALANT DRYWALL CEILING RECESSED LIGHTING FIXTURE BLOCKING AS REQ'D EXPANDING FOAM SEALANT ROOF RAFTER RIGID INSULATION R-VALUE/THICKNESS PER CLIMATE CONTINUOUS BEAD OF SEALANT INSTALL SHEATHING AT ATTIC SIDE OF SKYLIGHT SHAFT CAVITY INSULATION ATTIC INSULATION SKYLIGHT SHAFT GYP. BOARD LINER ROOF SKYLIGHT ATTIC INSULATION RIGID INSULATION R-VALUE/ DEPTH PER CLIMATE COMPRESSIBLE WEATHER STRIPPING AT PERIMETER OF ENCLOSURE SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED MECHANICAL LATCH TO PRESSURE SEAL AT WEATHER STRIPPING WHOLE HOUSE FAN (SEASONAL USE) INSULATED EXTERIOR STUD WALL TILE SURROUND FINISH (2) LAYERS RIGID INSULATION CEMENT BACKER BOARD EXPANDING FOAM SEALANT AT PERIMETER OF STUD CAVITY PROVIDE 8" CHANNEL EACH SIDE OF INSIDE PANEL FOR EXPANDING PERIMETER FOAM SEAL MANUFACTURED SHOWER PAN EXPANDING FOAM WOOD FRAME FLOOR ASSEMBLY PROVIDE BLOCKING AT STUD CAVITY SHOWER EXTERIOR WALL CONTINUOUS BEAD OF SEALANT TILE SURROUND FINISH CEMENT BACKER BOARD INSULATED EXTERIOR STUD WALL THIN-PROFILE WALL SHEATHING MANUFACTURED SHOWER PAN EXPANDING FOAM WOOD FRAME FLOOR ASSEMBLY CEMENT BACKER BOARD TUB SURROUND FINISH (2) LAYERS RIGID INSULATION EXPANDING FOAM SEALANT AT PERIMETER OF STUD CAVITY PROVIDE 3 8" CHANNEL EACH SIDE OF INSIDE PANEL FOR EXPANDING PERIMETER FOAM SEAL EXPANDING FOAM WOOD FRAME FLOOR ASSEMBLY TUB UNIT CONTINUOUS BEAD OF SEALANT CEMENT BACKER BOARD TUB SURROUND FINISH INSULATED EXTERIOR STUD WALL CONTINUOUS BEAD OF SEALANT PROVIDE BLOCKING AT STUD CAVITY AT TUB ALONG EXTERIOR WALL EXPANDING FOAM WOOD FRAME FLOOR ASSEMBLY TUB UNIT CONTINUOUS BEAD OF SEALANT THIN-PROFILE WALL SHEATHING CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF ADHESIVE FLOOR TRUSS ASSEMBLY INTERIOR GYPSUM WALLBOARD AS AIR BARRIER MANUFACTURED THIN PROFILE ATTIC VENTILATION BAFFLE (FULL WIDTH) VENTED AIRSPACE ATTIC INSULATION CONTINUOUS BEAD OF SEALANT EXTERIOR INSULATED WALL 2" RIGID INSULATION CAVITY INSULATION CONTINUOUS BEAD OF SEALANT PROVIDE STUD CAVITY CLOSURE ON THE BACK SIDE OF EACH STUD CAVITY PROVIDE RIGID INSULATION BAFFLE AROUND VENTILATION CHUTE - FOAM SEAL PERIMETER OF RIGID INSULATION PROVIDE SOLID BLOCKING BENEATH KNEE WALL CAVITY INSULATION EXPANDING FOAM SEALANT AT RIGID INSULATION/ SUBFLOOR INTERFACE BAND JOIST INSULATION CAVITY INSULATION UNINSULATED KNEE WALL RIGID INSULATION CLOSURE AT INTERIOR OF RAFTER CAVITY RIGID INSULATION BAFFLE AROUND VENTILATION CHUTE - FOAM SEAL PERIMETER OF RIGID INSULATION METAL FLASHING w/ 1 4" DRIP 4" THICK RIGID INSULATION PROTECTIVE COVERING FINISH GRADE SILL SEALER CONTINUOUS BEAD SEALANT CONCRETE SLAB 6 MIL POLYETHYLENE (CONTINUOUS UNDER ENTIRE SLAB) METAL FLASHING w/ " DRIP 1" THICK RIGID INSULATION PROTECTIVE COVERING FINISH GRADE SILL SEALER CONTINUOUS BEAD SEALANT CONCRETE SLAB 6 MIL POLYETHYLENE (CONTINUOUS UNDER ENTIRE SLAB) INTERIOR CONDITIONED SPACE CAVITY INSULATION CONTINUOUS BEAD OF SEALANT INTERIOR CONDITIONED SPACE INSULATED DEMISING WALL ROOM ABOVE GARAGE WOOD FLOOR TRUSS ASSEMBLY CAVITY INSULATION 1" RIGID INSULATION, TYP. 2x2 SLEEPERS 16" O.C. GARAGE (UNCONDITIONED SPACE) INSTALL SHEATHING ON TRUSS PRIOR TO FRAMING WALL CAVITY INSULATION CAVITY INSULATION RIGID INSULATION AT SLOPE CONDITIONED SPACE VENTED ATTIC VENTED ATTIC INSTALL SHEATHING ON TRUSS PRIOR TO FRAMING WALL CAVITY INSULATION CAVITY INSULATION RIGID INSULATION AT SLOPE UNCONDITIONED SPACE VENTED ATTIC VENTED ATTIC -GENERAL NOTES -SITE LOCATION 11-21-25 ISSUED FOR PRELIMINARY REVIEW 11-26-25 ISSUED FOR PRELIMINARY REVIEW 12-04-25 ISSUED FOR PRELIMINARY REVIEW 12-22-25 ISSUED FOR PRELIMINARY REVIEW 01-06-26 ISSUED FOR ARCHITECTURAL REVIEW 02-05-26 ISSUED FOR BUILDING PERMIT REVIEW 555 BROADHOLLOW RD #327, MELVILLE, NY, 11747 PHONE # (516) 942-4224 WEB: https://mynextgendesigns.com NEXTGENSOULTIONSNY@GMAIL.COM PROJECT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE LICENSED ARCHITECT, TO ALTER THESE PLANS IN ANY WAY. BY ACCEPTING AND USING THESE PLANS, THE OWNER, CONTRACTOR, AND/OR AGENT AGREES TO LIMIT THE LIABILITY OF THE DESIGN PROFESSIONAL AND THEIR EMPLOYEES FOR ANY ACTS OF NEGLIGENCE OR ERROR. THE TOTAL AGGREGATE LIABILITY SHALL NOT EXCEED THE TOTAL FEE FOR SERVICES RENDERED ON THIS PROJECT. SHEET NUMBER OF ISSUE: TITLE: 100 YOUNG AVE, CROTON-HUDSON, NY, 10520 DILLON RESIDENCE PROP. 1ST & 2ND FLOOR ADDITION PROJECT#:251121 DRAWN BY: NGD TM#:79.13-1-13 SITE PLAN 1"= 20'-0" SECTION:79.13 BLOCK:1 LOT:13 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT TO ALTER AN ITEM IN ANY WAY PROPOSED 2 STORY SIDE ADDITION PROPOSED 2 STORY ADDITION 56.5' EXISTING FOUNDATION PLAN 1/4"= 1'-0" EXISTING FIRST FLOOR PLAN 1/4"= 1'-0" EXISTING SECOND FLOOR PLAN 1/4"= 1'-0" DN 8'-0"x8'-0" GARAGE DOOR GARAGE 8" TYPE 'X' GYPSUM BOARD ON WALLS & CEILING PITCH SLAB 1 8"/FT. TOWARDS DOOR 4" CONC. SLAB 3500 PSI w/ 6"x6" 10 10 W.W.M. & 6 MIL. PVC VAPOR BARRIER UP DN LINE OF FLOOR BELOW LINE OF FLOOR BELOW DN BATH. BEDROOM #1 CRIB ROOM LIVING RM KITCHEN BEDROOM #2 CLO. DN DN NOTES: · DOUBLE UP ALL FRAMING UNDER PARALLEL PARTITIONS · DESIGN SHALL BE IN COMPLIANCE W/ RESIDENTIAL CODE OF N.Y.S. 2025 & 2020 W.F.C.M. · STAIRS LANDING RAILS & GUARDS AS PER SECTION R312 · OUTSIDE LIGHTING AS PER CODE · STAIRWAY ILLUMINATION AS PER CODE · FIRE BLOCK AS PER CODE · DRAFT STOPPING AS PER CODE · FLOOR DIAPHRAGM BRACING W.F.C.M. 3.3.5 · ENTIRE WALL IS SHEAR WALL · SUBFLOOR TO BE GLUED & SCREWED · ALL WINDOWS ARE ANDERSON STOCK MODEL. SEE LAYOUT FOR STOCK NUMBERS. 400 SEARIES NOTE: EGRESS WINDOW OPENINGS 5.7 SQ.FT. MIN. 5 SQ. FT. @ GRADE FLOOR MIN. CLEAR HT. 24" MIN. CLEAR W. 20" NOT MORE THAN 44" A.F.F. SEE SECTION R310 NOTE: SMOKE DETECTOR/ALARM · EACH SLEEPING ROOM · OUTSIDE EACH SLEEPING AREA IN IMMEDIATE VICINITY · ON EACH ADDITIONAL STORY INCLUDING BASEMENTS/ CELLARS · HEAT DETECTOR REQUIRED IN ALL NEW ATTACHED GARAGES. (R314.2.1) SEE SECTION R314 CM ALARMS AS PER R315 OF THE 2025 RESIDENTIAL CODE OF NYS & SECTION 915 OF THE 2020 FIRE CODE OF NYS CARBON MONOXIDE DETECTOR AS PER THE 2025 RESIDENTIAL CODE OF NEW YORK STATE & ARE WITHIN 10 FEET OF ALL SLEEPING UNITS WHICH CONTAIN NO FUEL SOURCE EXISTING WINDOW D.H. EXISTING WINDOW D.H. EXISTING WINDOW D.H. EXISTING WINDOW D.H. EXISTING WINDOW D.H. EXISTING WINDOW D.H. EXISTING WINDOW D.H. EXISTING WINDOW D.H. EXISTING WINDOW D.H. EXISTING WINDOW D.H. EXISTING WINDOW D.H. EXISTING WINDOW D.H. BATH. W D 2'-6"x6'-8" 3'-0"x6'-8" BARN DOOR UP 4"X9" WD BLOCK HDR EXISTING DIRECT VENT BOILER HW HEATER UNFINISHED BASEMENT -EXISTING CONDITIONS 11-21-25 ISSUED FOR PRELIMINARY REVIEW 11-26-25 ISSUED FOR PRELIMINARY REVIEW 12-04-25 ISSUED FOR PRELIMINARY REVIEW 12-22-25 ISSUED FOR PRELIMINARY REVIEW 01-06-26 ISSUED FOR ARCHITECTURAL REVIEW 02-05-26 ISSUED FOR BUILDING PERMIT REVIEW 555 BROADHOLLOW RD #327, MELVILLE, NY, 11747 PHONE # (516) 942-4224 WEB: https://mynextgendesigns.com NEXTGENSOULTIONSNY@GMAIL.COM PROJECT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE LICENSED ARCHITECT, TO ALTER THESE PLANS IN ANY WAY. BY ACCEPTING AND USING THESE PLANS, THE OWNER, CONTRACTOR, AND/OR AGENT AGREES TO LIMIT THE LIABILITY OF THE DESIGN PROFESSIONAL AND THEIR EMPLOYEES FOR ANY ACTS OF NEGLIGENCE OR ERROR. THE TOTAL AGGREGATE LIABILITY SHALL NOT EXCEED THE TOTAL FEE FOR SERVICES RENDERED ON THIS PROJECT. SHEET NUMBER OF ISSUE: TITLE: 100 YOUNG AVE, CROTON-HUDSON, NY, 10520 DILLON RESIDENCE PROP. 1ST & 2ND FLOOR ADDITION PROJECT#:251121 DRAWN BY: NGD TM#:79.13-1-13 SITE PLAN 1"= 20'-0" SECTION:79.13 BLOCK:1 LOT:13 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT TO ALTER AN ITEM IN ANY WAY PROPOSED 2 STORY SIDE ADDITION PROPOSED 2 STORY ADDITION 56.5' PROPOSED FOUNDATION PLAN 1/4"= 1'-0" 8'-0"x8'-0" GARAGE DOOR UNFINISHED BASEMENT GARAGE 8" TYPE 'X' GYPSUM BOARD ON WALLS & CEILING PITCH SLAB 1 8"/FT. TOWARDS DOOR 4" CONC. SLAB 3500 PSI w/ 6"x6" 10 10 W.W.M. & 6 MIL. PVC VAPOR BARRIER PROPOSED FIRST PLAN 1/4"= 1'-0" CRAWL SPACE BATH. BATH. STUDY LIVING RM PLAYROOM ENCLOSED PORCH DN UP UP 7'-4" 30'-0" 4'-8" 12'-0" 30'-0" 42'-0" 6'-6" 14'-3" 28'-3" 7'-0" 20'-10 1/2" 5'-0" 8'-7" 11'-8" 29'-4" 13'-5 1/4" 13'-7 1/4" 13'-5 1/4" KITCHEN DINING RM A A A A 2-2"x8" HDR 3'-10"x4'-4" D.H.WINDOW #TW3842 3'-10"x4'-4" D.H.WINDOW #TW38342 2-2"x8" HDR 4'-0"x3'-0" CASEMENT #C23 2-2"x8" HDR 2'-6"x6'-8" 2'-6"x6'-8" 2'-6"x6'-8" 2'-6"x6'-8" 4'-8" 6'-6" ELECTRIC FIREPLACE 15'-7" 11'-5" DN DN 2'-6"x6'-8" 2'-6"x6'-8" 2'-6"x6'-8" 2'-6"x6'-8" 3'-0"x6'-8" BENCH BENCH 2-2"x8" HDR 3'-0"x4'-4" D.H.WINDOW #TW21042 3'-10"x4'-4" D.H.WINDOW #TW3842 2-2"x8" HDR NEW 8" CONC. FOUNDATION WALL w/2 #4 @24" O.C. VERTICAL BAR TOP & BOTTOM CONT. OVER 24"x12" CONCRETE 'T' FOOTING w/3 #4 BARS CONT. w/ #4 CROSS TIES @18" O.C. w/ 2"x4" CONTINUOUS KEYWAY UNEXCAVATED 2"x8" @ 16" O.C. FLOOR JOIST EXISTING 4" CONC. SLAB w/ 6"x6" 10 W.W.M. & 6 MIL. PVC VAPOR BARRIER 4" CONC. SLAB w/ 6"x6" 10 W.W.M. & 6 MIL. PVC VAPOR BARRIER EXISTING 8" CONC. FOUNDATION WALL w/2 #4 BAR TOP & BOTTOM CONT. OVER 16"x8" CONCRETE 'T' FOOTING w/3 #4 BARS CONT. w/ 2"x4" CONTINUOUS KEYWAY 7'-4" 7'-1" 7'-0" 35'-10" 43'-2" 4'-0" 15'-5" 28'-3" 5'-0" 7'-5" 9'-4" 3'-9" 6'-9" 8'-10" 7" 2'-6" 11" 4'-11" 6'-9" 43'-2" 42'-0" 1'-2" 11'-0" 7'-7" 11'-5" 12'-0" 2'-11" 6'-6" 2'-7" 7'-0" 4'-5" 2'-4" 3'-0" 2'-4" 5'-2" 5'-10" 28'-3" 7'-9" 3'-2" 11'-1" 14'-3" 13'-11" 6'-2" 14'-3" 13'-11" 1'-10" SD/CO SD/CO PROVIDE #4 BAR @ 16" O.C. VERTICALLY w/ MIN. 4" PENETRATION INTO NEW & EXISTING FOUNDATION & WATERTIGHT JOINT, TYP. 2"x8" @ 16" O.C. FLOOR JOIST NEW 2" CONC. SLAB w/ 6"x6" 10 W.W.M. & 6 MIL. PVC VAPOR BARRIER W D 2'-6"x6'-8" 3'-0"x6'-8" BARN DOOR PROVIDE VENT TO EXTERIOR FOR DRYER AS PER G2439 NYS BUILDING CODE 2"x8" @ 16" O.C. FLOOR JOIST NEW 2"x8" @ 16" O.C. PRESSURE TREATED DECK JOIST NEW 2"x10" @ 16" O.C. FLOOR JOIST NEW 2"x10" @ 16" O.C. FLOOR JOIST NEW 2"x8" @ 16" O.C. FLOOR JOIST EXISTING 2"x8" @ 16" O.C. FLOOR JOIST EXISTING 2"x8" @ 16" O.C. FLOOR JOIST EXISTING 4"X9" WD BLOCK HDR EXISTING 4"X9" WD BLOCK HDR EXISTING EXISTING 31 2"Ø STL. COL. BEARING ON 30"x30"x16" CONC. FOOTING, TYP. EXISTING 31 2"Ø STL. COL. BEARING ON 30"x30"x16" CONC. FOOTING, TYP. NEW 31 2"Ø STL. COL. BEARING ON 30"x30"x16" CONC. FOOTING, TYP. WP WP WP B B C C WP EXISTING WINDOW D.H. EXISTING WINDOW D.H. EXISTING WINDOW D.H. EXISTING WINDOW D.H. EXISTING WINDOW D.H. EXISTING WINDOW D.H. EXISTING WINDOW D.H. 2-2"X10" HDR NEW EXIST. R/O CONC. PATIO 2-2"X8" w/ 1 2"X7" STL PLATE HDR DROPPED PROVIDE 50 C.F.M. EXHAUST FAN TO EXHAUST EXTERIOR 2-2"X10" w/ 2-1 2"X8" STL PLATE HDR FLUSH 2-2"X10" w/ 2-1 2"X8" STL PLATE HDR FLUSH 2-2"X8" w/ 2-1 2"X8" STL PLATE HDR FLUSH 2-2"X10" w/ 2-1 2"X8" STL PLATE HDR FLUSH WP WP WP WP WOOD POST TO ALIGN WITH NEW STL. COLUMN BELOW 2-2"X8" HDR OVER 4"X4" WOOD POST OVER 12"Ø CONC. FOOTING, TYP. LINE OF FLOOR ABOVE 2-2"X10" HDR DROPPED 2-2"X10" HDR DROPPED B B C C 1'-1" 6" 3'-0" 6" 3'-2" 4'-0" 2'-6" 2"x8" @ 16" O.C. PRESSURE TREATED DECK JOIST NEW 2-2"X10" HDR DROPPED 10" 6'-1 3/4" 6'-5 3/4" 6" ZONING ANALYSIS: RESIDENCE ZONE RA-5 LOT SIZE: PERMITTED BLDG. COVERAGE: USE: HEIGHT: FRONT YARD: FRONT YARD: CORNER SIDE YARD: REAR YARD: 35' MAX. 30% 30' N/A 10' MIN. 25' TOTAL 30' RESIDENCE RESIDENCE RESIDENCE 5,000 S.F.MIN. 6,250 S.F 6,250 S.F 18' 30' 15.5% 21.1% 13.9' 25' 7.9' 68.5' 56.5' ZONING ANALYSIS USE AREA % USE LOT 6250 S.F 100% PROP.ADDITON 846.8 S.F 13.5% 28 S.F .4% R/O STEPS 338.7 S.F 5.4% CONC. PLAT 12 S.F .1% LOT EXIST.DWELLING 28 S.F TOTAL 1323.5 S.F 21.1% 1.5% SHED 98 S.F 2"x8" @ 16" O.C. FLOOR JOIST NEW WALL TYPE SCHEDULE NEW 2"x4" STUD WALL, FINISHED NEW CONC. FOUNDATION WALL NEW. 2"x6" STUD WALL, FINISHED 2"x10" @ 16" O.C. FLOOR JOIST NEW 2"x10" @ 16" O.C. FLOOR JOIST NEW 2"x10" @ 16" O.C. FLOOR JOIST NEW 2"x10" @ 16" O.C. FLOOR JOIST NEW 2"x10" @ 16" O.C. CEILING JOIST NEW 2"x10" @ 16" O.C. CEILING JOIST NEW 2"x10" @ 16" O.C. CEILING JOIST NEW 2"x10" @ 16" O.C. CEILING JOIST NEW CLO. PLAT. REF WP WP WP WP WP WP HD 13.9' 25' 7.9' WP DIRECT VENT BOILER HW HEATER 8" TYPE 'X' GYPSUM BOARD ON CEILING & WALLS, 5 FT. IN EVERY DIRECTION STAIRS W/ UNDER STAIR PROTECTION AS PER R-302.7 36" HIGH RAILING w/ 2"x2" SPINDLES MAX. 4" APART AS PER (R312.2), NOT TO ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER 36" HIGH RAILING w/ 2"x2" SPINDLES MAX. 4" APART AS PER (R312.2), NOT TO ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER 4" CONC. SLAB w/ 6"x6" 10 W.W.M. & 6 MIL. PVC VAPOR BARRIER 36" HIGH RAILING w/ 2"x2" SPINDLES MAX. 4" APART AS PER (R312.2), NOT TO ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER 2"x8" @ 16" O.C. FLOOR JOIST EXISTING PROVIDE #4 BAR @ 16" O.C. VERTICALLY w/ MIN. 4" PENETRATION INTO NEW & EXISTING FOUNDATION & WATERTIGHT JOINT, TYP. 3'-0"x3'-0" CRAWL SPACE OPENING 8"X16" VENT, TYP. 8"X16" VENT, TYP. 8"X16" VENT, TYP. 8"X16" VENT, TYP. R E E E E E -PROPOSED FOUNDATION PLAN -PROPOSED FIRST FLOOR PLAN -SITE LOCATION 11-21-25 ISSUED FOR PRELIMINARY REVIEW 11-26-25 ISSUED FOR PRELIMINARY REVIEW 12-04-25 ISSUED FOR PRELIMINARY REVIEW 12-22-25 ISSUED FOR PRELIMINARY REVIEW 01-06-26 ISSUED FOR ARCHITECTURAL REVIEW 02-05-26 ISSUED FOR BUILDING PERMIT REVIEW 555 BROADHOLLOW RD #327, MELVILLE, NY, 11747 PHONE # (516) 942-4224 WEB: https://mynextgendesigns.com NEXTGENSOULTIONSNY@GMAIL.COM PROJECT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE LICENSED ARCHITECT, TO ALTER THESE PLANS IN ANY WAY. BY ACCEPTING AND USING THESE PLANS, THE OWNER, CONTRACTOR, AND/OR AGENT AGREES TO LIMIT THE LIABILITY OF THE DESIGN PROFESSIONAL AND THEIR EMPLOYEES FOR ANY ACTS OF NEGLIGENCE OR ERROR. THE TOTAL AGGREGATE LIABILITY SHALL NOT EXCEED THE TOTAL FEE FOR SERVICES RENDERED ON THIS PROJECT. SHEET NUMBER OF ISSUE: TITLE: 100 YOUNG AVE, CROTON-HUDSON, NY, 10520 DILLON RESIDENCE PROP. 1ST & 2ND FLOOR ADDITION PROJECT#:251121 DRAWN BY: NGD TM#:79.13-1-13 LINE OF FLOOR BELOW LINE OF FLOOR BELOW PROPOSED SECOND PLAN 1/4"= 1'-0" DN BEDROOM #1 BEDROOM #2 BATH. MASTER BATH. MASTER BEDROOM 10'-7 1/2" 11'-3 1/4" 11'-1 1/4" A A 2'-0"x3'-0" D.H.WINDOW #TW20210 2-2"x8" HDR 3'-2"x4'-8" D.H.WINDOW #TW3046 2-2"x8" HDR 2-2"x8" HDR 3'-2"x4'-8" D.H.WINDOW #TW3046 2-2"x8" HDR 3'-2"x4'-8" D.H.WINDOW #TW3046 2-2"x8" HDR 3'-2"x4'-8" D.H.WINDOW #TW3046 2'-6"x6'-8" 2'-6"x6'-8" 2'-6"x6'-8" 2'-6"x6'-8" 4'-0"x6'-8" SLIDING DOOR 2'-6"x6'-8" 10'-1 1/4" 10'-7 1/4" 2'-0" 3'-4" 3'-0" 2-2"x8" HDR 3'-2"x4'-8" D.H.WINDOW #TW3046 4'-0"x6'-8" SLIDING DOOR 2'-6"x6'-8" 4'-0"x6'-8" SLIDING DOOR 4'-0"x6'-8" SLIDING DOOR W.I.C. CLO. CLO. CLO. CLO. 2'-6"x6'-8" SD SD SD SD READING RM CLO. 6'-1 3/4" 9'-11 3/4" 6'-7 3/4" 10'-1 3/4" 9'-10" 12'-0" 11'-10" 4'-4" 6'-10" 5'-0" 10'-5 1/2" 3'-9 3/4" 16'-4" 2'-0" 26"x55" PULL DOWN ATTIC STAIR. DOUBLE UP ALL FRAMING AROUND TO BE WEATHER STRIPPED AND INSULATED AS PER N1102.2.4 BEDROOM #3 2-2'-6"x4'-8" D.H.WINDOW #TW2446 2-2"x8" HDR 2'-6"x6'-8" 15'-9" 5'-4" 15'-1" 4'-0" 36'-2" 42'-0" 4'-2" 1'-8" 28'-3" 28'-3" 7'-9" 11'-10" 8'-7" 1'-10" 10'-2" 5'-4" 7'-4" 4'-0" 36'-2" 42'-0" 1'-10" 6'-9" 6'-7" 15'-8" 6'-9" 2'-0"x3'-0" D.H.WINDOW #TW20210 2-2"x8" HDR 2'-0" 2"x8" @ 16" O.C. CEILING JOIST NEW 2"x8" @ 16" O.C. CEILING JOIST NEW 2"x8" @ 16" O.C. CEILING JOIST NEW WP WP WP WP WP WP WP WP WP WP 2"x12" @ 16" O.C. ROOF RAFTERS NEW 2"x12" @ 16" O.C. ROOF RAFTERS NEW 2-2"x12" HDR 6'-8"x4'-6" BAYWINDOW #90-C345-15 PROVIDE 50 C.F.M. EXHAUST FAN TO EXHAUST EXTERIOR PROVIDE 50 C.F.M. EXHAUST FAN TO EXHAUST EXTERIOR 2-2"X12" HDR 2-2"X12" HDR 2-2"x12" HDR 6'-8"x4'-6" BAYWINDOW #90-C345-15 WOOD POST TO ALIGN WITH NEW STL. COLUMN BELOW 6'-3 3/4" B B SD/CO 3-2"x12" HDR 3-2"x12" HDR 3-2"x12" HDR LINE OF FLOOR BELOW 2"x8" @ 16" O.C. ROOF RAFTERS NEW 2"x8" @ 16" O.C. ROOF RAFTERS NEW 2"x8" @ 16" O.C. ROOF RAFTERS NEW 2"x8" @ 16" O.C. ROOF RAFTERS NEW LINE OF PATIO BELOW WP WP WP WP WP WP WP LINE OF FLOOR BELOW LINE OF FLOOR BELOW LINE OF FLOOR BELOW 2"x12" ROOF RAFTERS @ 16" O.C. 2"x10" VALLEY RAFTER 2-2"x12" RIDGE 2"x4" COLLAR TIES @ 48" O.C. 2"x8" ROOF RAFTERS @ 16" O.C. 2"x8" ROOF RAFTERS @ 16" O.C. 2"x4" COLLAR TIES @ 48" O.C. ROOF CONSTRUCTION: ASPHALT SHINGLES OVER #30 FELT PAPER OVER 1 2" CDX PLYWOOD OVER 2"x12" ROOF RAFTERS @ 16" O.C. 2"x12" ROOF RAFTERS @ 16" O.C. 2"x8" ROOF RAFTERS @ 16" O.C. 2"x8" ROOF RAFTERS @ 16" O.C. ROOF PLAN 1/4"= 1'-0" ANDERSEN WINDOW SCHEDULE 400 SERIES 8"THREADED ROD (2) 2x PLATE UPPER 2x WALL LOWER 2x WALL (2) 2x PLATE (2) FLOOR JOIST BLOCKING HOLDOWN CONNECTION "HD" DETAIL SIMPSON HDQ8 OR SIMPSON PHD6 HOLDOWN SIMPSON HDQ8 OR SIMPSON PHD6 HOLDOWN #TW21042 4.92 8.84 4.95 13.08 --- 6.47 11.89 6.5 16.75 --- 8.5 7.9 --- #TW3842 #C23 2.16 3.68 2.18 6.56 TEMPERED GLASS #TW20210 5.82 10.31 5.75 14.85 EGRESS #TW3046 --- --- --- --- BAY WINDOW #90-C345-15 4.44 7.65 4.39 11.7 --- #TW2446 3'-2" 3'-0" 6'-1 3/4" CUSTOM --- --- --- --- PORCH WINDOW R402.2.1 CEILINGS WITH ATTIC SPACES WHERE SECTION R1102.1.2 REQUIRES R-38 INSULATION IN THE CEILING, INSTALLING R-30 INSULATION OVER 100 PERCENT OF THE CEILING AREA REQUIRING INSULATION SHALL SATISFY THE REQUIREMENT FOR R-38 INSULATION WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-30 INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES. WHERE SECTION N1102.1.2 REQUIRES R-49 INSULATION IN THE CEILING, INSTALLING R-38 INSULATION OVER 100 PERCENT OF THE CEILING AREA REQUIRING INSULATION SHALL SATISFY THE REQUIREMENT FOR R-49 INSULATION WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-38 INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES. THIS REDUCTION SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION N1102.1.4 AND THE TOTAL UA ALTERNATIVE IN SECTION N1102.1.5 R402.2.4 ACCESS HATCHES AND DOORS ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SUCH S ATTICS AND CRAWL SPACES SHALL BE WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. ACCESS THAT PREVENTS DAMAGING OR COMPRESSING THE INSULATION SHALL BE PROVIDED TO ALL EQUIPMENT. WHERE LOOSE-FILL INSULATION IS INSTALLED, A WOOD-FRAMED OR EQUIVALENT BAFFLE OR RETAINER SHALL BE INSTALLED TO PREVENT THE LOOSE-FILL INSULATION FROM SPILLING INTO THE LIVING SPACE WHEN THE ATTIC ACCESS IS OPENED. THE BAFFLE OR RETAINER SHALL PROVIDE A PERMANENT MEANS OF MAINTAINING THE INSTALLED R-VALUE OF THE LOOSE-FILL INSULATION WALL TYPE SCHEDULE NEW 2"x4" STUD WALL, FINISHED NEW CONC. FOUNDATION WALL NEW. 2"x6" STUD WALL, FINISHED 2-2"x8" HDR 3'-0"x4'-4" D.H.WINDOW #TW21042 -PROPOSED SECOND FLOOR PLAN -PROPOSED ROOF PLAN 11-21-25 ISSUED FOR PRELIMINARY REVIEW 11-26-25 ISSUED FOR PRELIMINARY REVIEW 12-04-25 ISSUED FOR PRELIMINARY REVIEW 12-22-25 ISSUED FOR PRELIMINARY REVIEW 01-06-26 ISSUED FOR ARCHITECTURAL REVIEW 02-05-26 ISSUED FOR BUILDING PERMIT REVIEW 555 BROADHOLLOW RD #327, MELVILLE, NY, 11747 PHONE # (516) 942-4224 WEB: https://mynextgendesigns.com NEXTGENSOULTIONSNY@GMAIL.COM PROJECT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE LICENSED ARCHITECT, TO ALTER THESE PLANS IN ANY WAY. BY ACCEPTING AND USING THESE PLANS, THE OWNER, CONTRACTOR, AND/OR AGENT AGREES TO LIMIT THE LIABILITY OF THE DESIGN PROFESSIONAL AND THEIR EMPLOYEES FOR ANY ACTS OF NEGLIGENCE OR ERROR. THE TOTAL AGGREGATE LIABILITY SHALL NOT EXCEED THE TOTAL FEE FOR SERVICES RENDERED ON THIS PROJECT. SHEET NUMBER OF ISSUE: TITLE: 100 YOUNG AVE, CROTON-HUDSON, NY, 10520 DILLON RESIDENCE PROP. 1ST & 2ND FLOOR ADDITION PROJECT#:251121 DRAWN BY: NGD TM#:79.13-1-13 SECTION A-A 1/4"= 1'-0" 29'-11" 2'-8" 8'-0" 10" 8'-0" 6'-8" FIN. CEILING FIN. FL. T.O. ROOF FIN. CEILING T.O. WINDOW FIN. FL. 6'-8" T.O. WINDOW GRADE FIN. CEILING D8, OR D10 & D15 D2 D6 D1 ROOF CONSTRUCTION: ASPHALT SHINGLES OVER #30 FELT PAPER OVER 1 2" CDX PLYWOOD OVER 2"x12" ROOF RAFTERS @ 16" O.C. ICE SHIELD TO RUN BACK 2'-0" FROM INTERIOR OF EXTERIOR WALL AS PER R905.1.2 & R905.2.7 OF THE NYS CODE 2-2"x12" RIDGE 2"x4" COLLAR TIES @ 48" O.C. 2-2"x4" PLATE. CONTINUOUS SOFFIT & 1"x6" FASCIA CEILING CONSTRUCTION: 2"x8" CEILING JOIST @ 16" O.C. R-38 INSULATION w/ 1 2" GYP BOARD. 3 COATS TAPE & SPACKLE. DO NOT COMPRESS INSULATION AT FOUNDATION: PROVIDE 11 2" x 20 GA. GALVANIZED STRAPPING FROM FIRST FLOOR WALL STUDS OVER BOX BEAM & SILL PLATE, TO BE WRAPPED AT THE SILL PLATE & BROUGHT UNDER THE PLATE & SECURED INTO THE TOP OF THE PLATE @ 16" O.C. W/ MIN. OVERLAP AT STUDS OF 12". NAILING AS PER TABLE 3.4B WFCM TAR WATERPROOFING 8" CONC. FOUNDATION WALL w/2 #4 @24" O.C. VERTICAL BAR TOP & BOTTOM CONT. OVER 24"x12" CONCRETE 'T' FOOTING w/3 #4 BARS CONT. w/ #4 CROSS TIES @18" O.C. w/ 2"x4" CONTINUOUS KEYWAY FLOOR CONSTRUCTION: 4" PLYWOOD SUBFLOOR OVER 2"x8" @16" FLOOR JOIST w/ R-30 BATT INSULATION AT PLATE, RAFTER CONNECTOR: PROVIDED 11 2"x 20 GA. GALVANIZED STRAPPING AT BIRDS MOUTH & RAFTER CONNECTION @ 16" O.C. W/MIN. OVERLAP AT STUDS OF 12". NAILING AS PER TABLE 3.4B WFCM WALL CONSTRUCTION: VINYL SIDING OVER 1" IR RIGID INSULATION (R-5) OVER TYVEK HOUSE WRAP OVER 1 2" CDX PLYWOOD SHEATHING OVER 2"x6" STUDS @ 16" O.C. w/ R-30 INSULATION & FINISHED w/ 1 2" GYP. BOARD. 3 COATS TAPE & SPACKLE. PROVIDE 11 2"x 20 GA. GALVANIZED STRAPPING FROM SECOND FLOOR WALL STUDS TO FIRST FLOOR WALL STUDS @ 16" O.C. w/ A MIN. OVERLAP OF 12" AND NAILED AS PER TABLE 3.3B WFCM 2 - 2"x6" ACQ TREATED SILL w/ COPPER TERMITE SHIELD w/5 8"Ø DOUBLE HOT DIPPED GALVANIZED ANCHOR BOLTS @ 28" O.C. (NO GREATER THAN 39" MAX, THOUGH IT CAN BE LESS) 12" MAX. TO EACH CORNER AS PER TABLE (3.3A WFCM) WALL CONSTRUCTION: VINYL SIDING OVER 1" IR RIGID INSULATION (R-5) OVER TYVEK HOUSE WRAP OVER 1 2" CDX PLYWOOD SHEATHING OVER 2"x6" STUDS @ 16" O.C. w/ R-30 INSULATION & FINISHED w/ 1 2" GYP. BOARD. 3 COATS TAPE & SPACKLE. FLOOR CONSTRUCTION: 4" PLYWOOD SUBFLOOR OVER 2"x10" @16" FLOOR JOIST 3'-0" KITCHEN PLAYROOM MASTER BEDROOM READING RM W.I.C. CRAWL SPACE SECTION B-B 1/4"= 1'-0" GRADE 36" HIGH RAILING w/ 2"x2" SPINDLES MAX. 4" APART AS PER (R312.2), NOT TO ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER AT FOUNDATION: PROVIDE 11 2" x 20 GA. GALVANIZED STRAPPING FROM FIRST FLOOR WALL STUDS OVER BOX BEAM & SILL PLATE, TO BE WRAPPED AT THE SILL PLATE & BROUGHT UNDER THE PLATE & SECURED INTO THE TOP OF THE PLATE @ 16" O.C. W/ MIN. OVERLAP AT STUDS OF 12". NAILING AS PER TABLE 3.4B WFCM TAR WATERPROOFING 8" CONC. FOUNDATION WALL w/2 #4 @24" O.C. VERTICAL BAR TOP & BOTTOM CONT. OVER 24"x12" CONCRETE 'T' FOOTING w/3 #4 BARS CONT. w/ #4 CROSS TIES @18" O.C. w/ 2"x4" CONTINUOUS KEYWAY 2 - 2"x6" ACQ TREATED SILL w/ COPPER TERMITE SHIELD w/5 8"Ø DOUBLE HOT DIPPED GALVANIZED ANCHOR BOLTS @ 28" O.C. (NO GREATER THAN 39" MAX, THOUGH IT CAN BE LESS) 12" MAX. TO EACH CORNER AS PER TABLE (3.3A WFCM) WALL CONSTRUCTION: VINYL SIDING OVER 1" IR RIGID INSULATION (R-5) OVER TYVEK HOUSE WRAP OVER 1 2" CDX PLYWOOD SHEATHING OVER 2"x6" STUDS @ 16" O.C. w/ R-30 INSULATION & FINISHED w/ 1 2" GYP. BOARD. 3 COATS TAPE & SPACKLE. ROOF CONSTRUCTION: ASPHALT SHINGLES OVER #30 FELT PAPER OVER 1 2" CDX PLYWOOD OVER 2"x8" ROOF RAFTERS @ 16" O.C. 2"x10" PRESSURE TREATED LEDGER LAG BOLTED TO FRAMING W/ 1.2" Ø GALV. BOLTS & WASHERS @ 16" O.C. (STAGGERED) 2-2"x4" PLATE. CONTINUOUS SOFFIT & 1"x6" FASCIA AT PLATE, RAFTER CONNECTOR: PROVIDED 11 2"x 20 GA. GALVANIZED STRAPPING AT BIRDS MOUTH & RAFTER CONNECTION @ 16" O.C. W/MIN. OVERLAP AT STUDS OF 12". NAILING AS PER TABLE 3.4B WFCM SUNROOM CRAWL SPACE MASTER BEDROOM KITCHEN (2)2"x8" PRESSURE TREATED GIRDER ON PRESSURE TREATED 4"x4" POST SECURED ON 8"Ø POURED CONC. PIER FOOTING MIN. 3'-0" BELOW FINISHED GRADE - TYP. 4"x6" PRESSURE TREATED WOOD DECKING w/1 8" SPACING OVER 2"x8" DECK JOIST @ 16" O.C. (2)2"x10" PRESSURE TREATED GIRDER ON PRESSURE TREATED 4"x4" POST SECURED ON 12"Ø POURED CONC. PIER FOOTING MIN. 3'-0" BELOW FINISHED GRADE - TYP. ROOF CONSTRUCTION: ASPHALT SHINGLES OVER #30 FELT PAPER OVER 1 2" CDX PLYWOOD OVER 2"x12" ROOF RAFTERS @ 16" O.C. 2-2"x12" RIDGE 2"x4" COLLAR TIES @ 48" O.C. CEILING CONSTRUCTION: 2"x8" CEILING JOIST @ 16" O.C. R-38 INSULATION w/ 1 2" GYP BOARD. 3 COATS TAPE & SPACKLE. DO NOT COMPRESS INSULATION (2)2"x10" PRESSURE TREATED GIRDER ON PRESSURE TREATED 4"x4" POST SECURED ON POURED CONC. PIER FOOTING MIN. 3'-0" BELOW FINISHED GRADE - TYP. 4"x6" PRESSURE TREATED WOOD DECKING w/1 8" SPACING OVER 2"x8" DECK JOIST @ 16" O.C. SECTION C-C 1/4"= 1'-0" GRADE (2)2"x10" PRESSURE TREATED GIRDER ON PRESSURE TREATED 4"x4" POST SECURED ON POURED CONC. PIER FOOTING MIN. 3'-0" BELOW FINISHED GRADE - TYP. ROOF CONSTRUCTION: ASPHALT SHINGLES OVER #30 FELT PAPER OVER 1 2" CDX PLYWOOD OVER 2"x8" ROOF RAFTERS @ 16" O.C. 2"x10" PRESSURE TREATED LEDGER LAG BOLTED TO FRAMING W/ 1.2" Ø GALV. BOLTS & WASHERS @ 16" O.C. (STAGGERED) 2'-4" 7'-7" 13'-1" T.O. WD POST FIN. FL. T.O.ROOF 3'-0" R/O CONC. PATIO CEILING CONSTRUCTION: 2"x8" CEILING JOIST @ 16" O.C. R-38 INSULATION w/ 1 2" GYP BOARD. 3 COATS TAPE & SPACKLE. DO NOT COMPRESS INSULATION 4" VENT THRU ROOF MIN. 18" ABOVE ROOF SURFACE RP-3103.1 TO EXISTING SANITARY SYSTEM RISER DIAGRAM N.T.S. C.O. 4" WC 2" C.O. LAV. 2" 4" WASHER 4" BASEMENT 1ST FLOOR 2" 2" 2" 2" SHOWER 2" ROOF 2" 2" C.O. 4" WC 2" C.O. LAV. 2" 4" DW 4" 2" 2" 2" 2" SHOWER 2" LAV. LAV. 4" WC 2" C.O. LAV. 2" 4" SHOWER 2" 2" 2" C.O. 4" WC LAV. SHOWER LAV. 2" 4" WC SHOWER 2" 2" 2" 2" 2" 4" WC LAV. 2" 2" LAV. LAV. 4" 2" 2" NOTE: - P3103.1 ROOF EXTENSION: OPEN VENT PIPES THAT EXTEND THROUGH THE ROOF SHALL BE TERMINATED NOT LESS THAN 6 INCHES ABOVE THE ROOF OR 6 INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, WHICHEVER IS GREATER. WHERE A ROOF IS TO BE USED FOR ASSEMBLY, AS A PROMENADE, OBSERVATION DECK OR SUNBATHING DECK OR FOR SIMILAR PURPOSES, OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET ABOVE THE ROOF. - P3103.2 FROST CLOSURE: WHERE THE 97.5% VALUE FOR OUTSIDE DESIGN TEMPERATURE IS 0°F(-18°C) OR LESS, VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE NOT LESS THAN 3 INCHES IN DIAMETER. ANY INCREASE IN THE SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILDING 2" 2" 2" 2" FLOOR CONSTRUCTION: 4" PLYWOOD SUBFLOOR OVER 2"x8" @16" FLOOR JOIST w/ R-30 BATT INSULATION. DO NOT COMPRESS. FUR OUT F.J. AS REQ. -SECTION A-A -SECTION B-B -SECTION C-C -RISER DIAGRAM 11-21-25 ISSUED FOR PRELIMINARY REVIEW 11-26-25 ISSUED FOR PRELIMINARY REVIEW 12-04-25 ISSUED FOR PRELIMINARY REVIEW 12-22-25 ISSUED FOR PRELIMINARY REVIEW 01-06-26 ISSUED FOR ARCHITECTURAL REVIEW 02-05-26 ISSUED FOR BUILDING PERMIT REVIEW 555 BROADHOLLOW RD #327, MELVILLE, NY, 11747 PHONE # (516) 942-4224 WEB: https://mynextgendesigns.com NEXTGENSOULTIONSNY@GMAIL.COM PROJECT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE LICENSED ARCHITECT, TO ALTER THESE PLANS IN ANY WAY. BY ACCEPTING AND USING THESE PLANS, THE OWNER, CONTRACTOR, AND/OR AGENT AGREES TO LIMIT THE LIABILITY OF THE DESIGN PROFESSIONAL AND THEIR EMPLOYEES FOR ANY ACTS OF NEGLIGENCE OR ERROR. THE TOTAL AGGREGATE LIABILITY SHALL NOT EXCEED THE TOTAL FEE FOR SERVICES RENDERED ON THIS PROJECT. SHEET NUMBER OF ISSUE: TITLE: 100 YOUNG AVE, CROTON-HUDSON, NY, 10520 DILLON RESIDENCE PROP. 1ST & 2ND FLOOR ADDITION PROJECT#:251121 DRAWN BY: NGD TM#:79.13-1-13 GRADE LEFT SIDE ELEVATION 1/4"= 1'-0" GRADE GRADE RIGHT SIDE ELEVATION 1/4"= 1'-0" FRONT ELEVATION 1/4"= 1'-0" GRADE REAR ELEVATION 1/4"= 1'-0" GRADE 29'-11" 2'-8" 8'-0" 10" 8'-0" 6'-8" FIN. CEILING FIN. FL. T.O. ROOF FIN. CEILING T.O. WINDOW FIN. FL. 6'-8" T.O. WINDOW FIN. CEILING 29'-11" 2'-8" 8'-0" 10" 8'-0" 6'-8" FIN. CEILING FIN. FL. T.O. ROOF FIN. CEILING T.O. WINDOW FIN. FL. 6'-8" T.O. WINDOW FIN. CEILING 29'-11" 2'-8" 8'-0" 10" 8'-0" 6'-8" FIN. CEILING FIN. FL. T.O. ROOF FIN. CEILING T.O. WINDOW FIN. FL. 6'-8" T.O. WINDOW FIN. CEILING 29'-11" 2'-8" 8'-0" 8'-0" 6'-8" 6'-8" T.O. ROOF FIN. CEILING T.O. WINDOW FIN. FL. FIN. CEILING T.O. WINDOW FIN. FL. -FRONT & REAR ELEVATION -LEFT & RIGHT SIDE ELEVATION 11-21-25 ISSUED FOR PRELIMINARY REVIEW 11-26-25 ISSUED FOR PRELIMINARY REVIEW 12-04-25 ISSUED FOR PRELIMINARY REVIEW 12-22-25 ISSUED FOR PRELIMINARY REVIEW 01-06-26 ISSUED FOR ARCHITECTURAL REVIEW 02-05-26 ISSUED FOR BUILDING PERMIT REVIEW 555 BROADHOLLOW RD #327, MELVILLE, NY, 11747 PHONE # (516) 942-4224 WEB: https://mynextgendesigns.com NEXTGENSOULTIONSNY@GMAIL.COM PROJECT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE LICENSED ARCHITECT, TO ALTER THESE PLANS IN ANY WAY. BY ACCEPTING AND USING THESE PLANS, THE OWNER, CONTRACTOR, AND/OR AGENT AGREES TO LIMIT THE LIABILITY OF THE DESIGN PROFESSIONAL AND THEIR EMPLOYEES FOR ANY ACTS OF NEGLIGENCE OR ERROR. THE TOTAL AGGREGATE LIABILITY SHALL NOT EXCEED THE TOTAL FEE FOR SERVICES RENDERED ON THIS PROJECT. SHEET NUMBER OF ISSUE: TITLE: 100 YOUNG AVE, CROTON-HUDSON, NY, 10520 DILLON RESIDENCE PROP. 1ST & 2ND FLOOR ADDITION PROJECT#:251121 DRAWN BY: NGD TM#:79.13-1-13