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HomeMy WebLinkAboutBP18-145:sltj4z�� PERMIT # DATE: Cl SECTION a TYPE OF WORK hnV JOB LOCATION lecl jc�+t-.CJ S to" yet UYciI4PrCfiaYIs rim II worar, TCO # FEE DATS.��_ FCKMNG FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING RGH PLUMBING GAS 0 SPRINKLER ELECTRIC LOW -VOLT ALARM AS BUILT FINAL DATE INSP FrFWW!VVAA��I,�. :.7 Xyrr -. :• t OTHER I O- Qc� Open Permit Letter Sent P 19 9-co5/Sacan PIum6I.nc3t Wca+ink lP j(6waq0 /cory7e ejec y /C ��� X15 faoa� -pl�? ©+aa C.r�nr�'oc� 4Q 9� T bl + Nec�h � c� My 1q -19 R / jo.c ca) Pijm { f { ju 1 Y' i' 7a +if 1 •�' r illy�� V LU Ell :. x OL k { } W OF r uj wi W ; +xer 7 uj ' 4y r"1� 4, IRA A - . - : 7 - zl z . _ At IL— olc � \ � . � 0 3: 4 � o � � � � 0 0 M W I K 0 5i 5 n 7 0` 10 PROPERTY INFORMATION: PREPARED BY: JMS ENGINEERING SERVICES, PC COA: RESREAL DESIGNS PROJECT LOCATION: 50 VALLEY TERRACE PROJECT TOWN: RYEBROOK, NY 10573 BUILDING DEPARTMENT: RYE BROOK PROPERTY IDENTIFICATION: 135.59-1-44 OCCUPANCY: SINGLE FAMILY DWELLING ZONING CODE: R-7 CODE STANDARD 1. INTERNATIONAL RESIDENTIAL BUILDING CODE 2015 2. W/ 2017 NEW YORK STATE CODE SUPPLEMENT BUILDING CODE AND REFERENCE STANDARDS: THE INTERNATIONAL RESIDENTIAL BUILDING CODE 2015 EDITION WITH NYS 2017 UNIFORM CODE SUPPLEMENT, AS ADOPTED AND MODIFIED BY THE LOCAL JURISDICTION SHALL GOVERN THE DESIGN AND CONSTRUCTION OF THIS PROJECT. REFERENCE TO A SPECIFIC SECTION IN THE CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE MATERIALS REFERENCE STANDARDS. THE LATEST EDITION OF THE MATERIALS REFERENCE STANDARDS SHALL BE USED. WORK OVERVIEW 1. SINGLE FAMILY RESIDENCE - 2ND STORY ADDITION & ALTERATIONS GENERAL NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE BUILDING SITE BEFORE COMMENCEMENT OF WORK. 2. ALL DIMENSIONS ARE TO ROUGH FRAMING 3. CONTRACTOR SHALL RECEIVE, STORE AND PROTECT ALL MATERIALS DELIVERED TO THIS SITE FROM WEATHER AND DAMAGE, 4. CONTRACTOR SHALL INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITE CLEAN UP ON A DAILY BASIS. 6. THE CONTRACTOR SHALL MAINTAIN A SET OF APPROVED PLANS AT THE CONSTRUCTION SITE IN A SAFE PLACE FOR REVIEW BY THE MUNICIPALITY BUILDING INSPECTOR DURING CONSTRUCTION. 7. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. 8. CONTRACTOR SHALL NOT SCALE DRAWINGS. 9. USE GIVEN DIMENSIONS. CHECK DETAILS FOR APPROPRIATE LOCATION OF ALL ITEMS NOT DIMENSIONED. 10. ALL CONSTRUCTIONS IS SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTION WITH BUILDING OFFICIAL AND DOCUMENT FOR REVIEW AN INSPECTION REPORT, SYMBOL SCHEDULE SYMBOL DESCRIPTION EXISTING WALL ® NEW WALL INSULATED WALL WALL REMOVAL/ DEMOLITION NEW WINDOW EXISTING TO REMAIN WINDOW NEW DOOR EXISTING TO REMAIN DOOR CS SMOKE/CARBON MONOXIDE DETECTOR HEAT DETECTOR ELEVATION +U D" Fsr��c CEILING HEIGHT CHANGE IN ELEVATIO STUD STRUCTURAL ELEMENT VIF VERIFY IN FIELD I HR FIRE RATING CENTER LINE SYMBOL DESCRIPTION ("I RECEPTACLE GFCI pGFCIRECEPTACLE SG" RECESSED LIGHTIN a 4" RECESSED LIGHTING REFRIGERATOR R RECEPTACLE DISWASHER (b1w RECEPTACLE ®� EXHAUST FAN CEILING LIGHT FIXTURE y Y WALL MOUNTED 1 { LIGHT FIXTURE $ SWITCH $3-WAY 3WAY SWITCH PIPING/CONDUIT RISER --(?Q-- SHUT OFF VALVE CEILING FAN WATER METER/ SHUTOFF ELECTRIC METER Ep ELECTRIC PANEL GAS METER f e , ry r i 10"Istm 10kyj to 1003 6 CONSTRUCTION NOTES: 1. INFORMATION SHOWN ON THESE DRAWINGS IS FOR DESIGN INTENT ONLY. VERIFY EXISTING CONDITIONSAND DIMENSIONS IN THE FILE. COORDINATE DISCREPANCIES WITH DESIGN PROFESSIONAL. 2. PROVIDE PROOF OF WORKMAN'S COMPENSATION INSURANCE AND DISABILITY INSURANCE COVERAGE AS REQUIRED BY THE LOCAL LAW. 3. ALL WORK SHALL BE CONSTRUCTED AND INSTALLED IN A PLUMB, LEVEL, SQUARE, TRUE AND PROPER ALIGNMENT. 4. ALL MATERIALS AND ASSEMBLIES TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY WITH NFBU "FIRE RESISTANCE RATINGS" AND HAVE BEEN TESTED IN ACCORDANCE WITH ASTM "STANDARDS METHODS OF FIRE TESTS'" 5. WHERE PIPES OR CABLES PENETRATE WALL OR FLOOR OPENINGS PROVIDE FIRE STOP MATERIAL AS REQUIRED TO ENSURE CONTINUITY OF RATING PER LOCAL LAW. 6. FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A SAFE BEARING CAPACITY OF 2000 PSF. 7. ALL CONCRETE WORK SHALL CONFORM TO THE ACI BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 8. ALL REINFORCEMENT BAR SHALL BE MADE OF STEEL CONFORMINGG TO ASTM A615, GRADE 60. 9. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185. 10, INSTALL ALL WINDOWS, DOORS AND ALL OTHER EQUIPMENT AS PER MANUFACTURERS' SPECIFICATIONS. 11. PAINTING OR INTERIOR FINISH SHALL BE DONE UNDER CONDITIONS ACCEPTABLE TO THE MANUFACTURERS SPECIFICATIONS. 12. ALL DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. 13. THE CONTRACTOR SHALL PROTECT ALL ITEMS TO BE RELOCATED. ANY ITEMS REQUIRED TO BE RELOCATED WHICH ARE DAMAGE BY THE CONTRACTOR'S OPERATION SHALL BE REPLACED AT THEIR EXPENSE. 14. ALL EXISTING FLOORS REVEALED FROM DEMOLITION OF EXISTING PARTITIONS SHALL BE PATCHED TO PROVIDE ADEQUATE SURFACE FOR NEW FLOORING. 15. ALL PARTITIONS PARTIALLY DEMOLISHED SHALL BE PATCHED AND REFURBISHED TO MATCH EXISTING. 16. ALL PLUMBING, ELECTRICAL OR OTHER EXISTING UTILITIES SERVICE ITEMS TO BE RELOCATED SHALL HAVE CAPS, FACE PLATES, ETC. TO MATCH EXISTING. 17. "AREA OF NO WORK" DELINEATES ARCHITECTURAL WORK. IT DOES NOT EXCLUDE WORK THAT MAY BE REQUIRED FOR MECHANICAL, ELECTRICAL, PLUMBING OR OTHER TRADES, 18. PARTITIONS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING UNLESS OTHERWISE NOTED. 19. ALL DOORS SHALL AVE AN UNDERCUT TO CLEAR FINSIH FLOOR BY 2 UNLESS OTHERWISE NOTED. 20. CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION AND JOB RELATED SAFETY STANDARDS. CONTRACTOR SHALL BE AWARE AND RESPONSIBLE FOR STABILITY OF STRUCTURE AT ALL TIMES DURING CONSTRUCTION. PLUMBING 1. PLUMBING COMPONENTS, EQUIPMENTS AND SYSTEMS SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE PLUMBING CODE OF NEW YORK STATE 2. THE GC SHALL BE RESPONSIBLE FOR THE PERFORMANCE AND CODE COMPLIANCE OF THE PLUMBING SYSTEM. 3. ALL WORK TO BE PERFORMED UNDER SUPERVISION OF A LICENSED TRADE PROFESSIONAL. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED TO COMPLETE WORK AND SCHEDULE NECESSARY INSPECTIONS WITH LOCAL AUTHORITIES. ENERGY CONSERVATION CODE OF NEW YORK 1. RESIDENTIAL CODE OF NEW YORK STATE 2015-CHAPTER 11 ENERGY EFFICIENCY. a. NEW YORK STATE CLIMATE ZONES BY COUNTY (TABLE N.1 101.4) b. CLIMATE ZONE 4 INSULATION AND FENESTRATION BY COMPONENT (TABLE N 1102.1(1) ) ENERGY STATEMENT: I, JOHN M. SCAVELLI, CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THIS DRAWING PACKAGE IS PREPARED IN CONFORMANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE REQUIREMENTS FOR THE CLIMATE ZONE AND BUILDING TYPE LISTED BELOW. CLIMATE ZONE: ZONE (4) WESTCHESTER R-VALUE CHART BUILDING ME: 1- FAMILY RESIDENTIAL DESCRIPTION PROPOSED NYS ENERGY CONSERVATION CODE: DESIGN DATA: TABLE 301.1 CLIMATE ZONE: 4 CODE DESIGN APPROACH: CHAPTER 4 (TABLE 402.1.1) DESIGN LOADS: LIVE LOAD = 40 PSF DEAD LOAD = 20 PSF ROOF LIVE = 20 PSF ROOF (SNOW) = 30 PSF ALLOWABLE DEFLECTION = L/360 CEILING R-49 WALL R-21 FLOOR R-19 BASEMENT WALL R-13 ANY EXPOSED EXTERIOR WALLS, FLOORS ADJACENT TO UNCONDITIONED SPACES, AND CEILINGS ADJACENT TO UNCONDITIONED SPACES SHALL BE UPDATED WITH NEW INSULATION. ELECTRICAL NOTES: 1. THE GC SHALL BE RESPONSIBLE FOR THE PERFORMANCE AND CODE COMPLIANCE OF THE ELECTRICAL SYSTEM. 2. ALL WORK. TO BE PERFORMED UNDER SUPERVISION OF A LICENSED ELECTRICAL CONTRACTOR, 3. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED TO COMPLETE WORK AND SCHEDULE NECESSARY INSPECTIONS WITH LOCAL AUTHORTIES 4. ELECTRICAL OUTLET PLACEMENT IS FOR LOCATION ONLY, COORDINATE INSTALLATION WITH ALL TRADE WORK. 5. INSTALL ALL OUTLETS AT 15" AFF EXCEPT OTHERWISE NOTED, OR TO MATCH HEIGHTS OF EXISTING OUTLETS WITHIN THE SAME SPACE. 6. ALL FLOOR OUTLETS SHALL BE INSTALLED AS CLOSE TO THE DIMENSIONED LOCATIONS AS POSSIBLE, WITHIN A TOLERANCE OF 2' BUT NOT TO EXCEED PLACEMENT DISALLOWED BY LOCAL CODE. 7. ELECTRICAL PANELS SHALL BE FULLY LABELED WITH CIRCUIT NUMBERS AND IDENTIFICATIONS FOR ALL SPACES SERVED BY EACH CIRCUIT. 8. ALL NEW SWITCHES SHALL BE GANGED TOGETHER WHENEVER MORE THAN ONE SWITCH OCCURS IN THE SAME LOCATION. 9. ALL SWITCHES TO BE MOUNTED AT 48" AFF UNLESS OTHERWISE NOTED. 10. ALL WIRING SHALL BE PROVIDED AND INSTALLED PER 2011 NFPA 70 NATIONAL ELECTRICAL CODE REQUIREMENTS. 11. ELECTRICAL COMPONENTS, EQUIPMENT, AND SYSTEMS SHALL BE CONSTRUCTED, INSTALLED, AND MAINTAINED IN CONFORMANCE W/ THE 2011 NFPA 70 NATIONAL ELECTRICAL CODE. 12. CONTRACTOR SHALL FIXTURE SELECTIONS, SWITCHES AND OUTLETS AND GAIN OWNER APPROVAL PRIOR TO INSTALLATION. 13. ALL EQUIPMENT TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. SMOKE DETECTION AND NOTIFICATION NOTES: ALL COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH NYS RESIDENTIAL CODE AND NFPA 72 LOCATION: 1. IN EACH SLEEPING ROOM 2. OUTSIDE EACH SEPERATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS. 3. ON EACH STTRY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT CRAWL SPACES AND UNINHABITABLE ATTICS. ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. LIGHT VENTILATION AND HEATING NOTES: LIGHT, VENTILATION AND'HEATING SHALL BE PROVIDED IN ACCORDANCE WITH NYS RESIDENTIAL CODE R303. 1. DWELLING UNIT SHALL BE PROVIDED WITH SUFFICIENT HEATING FACILITIES CAPABLE OF MAINTAINING 68°F (20°C) AT A POINT OF 3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS.. 2. WHERE GLAZING INSTALLATION IS NOT FEASIBLE, PERMANENT ARTIFICIAL LIGHT SHALL BE PROVIDED CAPABLE OF PROVIDING 6 FOOTCANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE FLOOR LEVEL. 3. WHERE NATURAL VENTILATION IS NOT FEASIBLE THROUGH WINDOW OPENINGS A MECHANICAL VENTILATION SYSTEM CAPABLE OF 0.35 AIR CHANGES PER HOUR SHALL BE INSTALLED. KITCHEN AND BATHROOM RENOVATIONS: 1. NEW WALL, BASE CABINETS AND VANITIES TO BE INSTALLED. REFER To PLANS. 2. NEW PLUMBING FIXTURES AND ASSOCIATED PIPING AND TRIM WORKS SHALL BE INSTALLED. ALL PLUMBING TO BE INSTALLED IN ACCORDANCE WITH ELECTRICAL CODE REQUIREMENTS. 3. NEW TILE SHALL BE INSTALLED IN BATHROOM AND KITCHEN AREAS. TILE FINISH AND LOCATIONS TO BE APPROVED BY OWNER PRIOR TO INSTALLATION, INTERIOR FINISH NOTES: 1. ALL WALL SURFACES AND CEILING SURFACES ARE TO BE PROVIDED WITH NEW SHEET -ROCK INSTALLATION. REFER TO WALL DETAILS FOR ADDITIONAL INFORMATION. 2. ALL WALL AND CEILING SURFACES ARE TO BE PAINTED WITH MINIMUM ONE COAT OF PRIMER AND TWO FINISH COATS, COLORS AS APPROVED BY OWNER 3. ALL NEW INTERIOR AND EXTERIOR WALL OPENINGS TO BE PROVIDED WITH INTERIOR TRIM. PROVIDE BASE, DOOR, WINDOW AND CROWN MOULDINGS AS APPROVED BY OWNERS. ALL TRIM TO BE PREPPED AND PAINTED. 4. NEW HARDWOOD FLOORING OR APPROVED FLOORING FINISH BY OWNER SHALL BE INSTALLED THROUGHOUT LIVING SPACES OF HOME, DEMOLITION NOTES: 1. DEMOLITION SHALL BE PERFORMED IN A SAFE AND ORDERLY MANOR AND IS RESPONSIBILITY OF CONTRACTOR TO ENSURE SAFE WORKING CONDITIONS. 2. PRIOR TO ANY DEMOLITION THE JOBSITE SHALL BE VISITED BE DEMOLITION CONTRACTOR TO EXAMINE THE EXTENTS OF DEMOLITION. ANY AREAS OF DEMOLITION NOT DESCRIBED UNDER THIS DRAWING PACKAGE SHALL BE VERIFIED BY OWNER AND DESIGN PROFESSIONAL PRIOR TO ANY ADDITIONAL DEMOLITION. 3. ALL BUILDING MATERIAL AND DEBRIS SHALL BE REMOVED FROM SITE IN AN ORDERLY AND TIMELY FASHION. 4. EXCESSIVE QUANTITIES OF DEBRIS SHALL NOT BE PILED TOGETHER INSIDE THE STRUCTURE OR ON THE SURROUNDING PREMISES. 5. ALL DEMOLITION WORK SHALL CONFORM TO THE CURRENT LOCAL CODES. 6. PRIOR TO ANY DEMOLITION OF BUILDING SERVICES, THE PROPER UTILITIES SHOULD BE DISCONNECTED. COORDINATE WITH LOCAL UTILITY PROVIDERS AS REQUIRED. 7. ALL ELECTRICAL WORK SHALL BE COMPLETED UNDER THE SUPERVISION OF A LICENSED ELECTRICAL CONTRACTOR. 8. ALL PLUMBING WORK SHALL BE COMPLETED UNDER THE SUPERVISION OF A LICENSED PLUMBING CONTRACTOR. 9. ALL SURFACES DAMAGED DURING THE DEMOLITION PROCESS SHALL BE REPAIRED AS NECESSARY. TEMPORARY SHORING PROCEDURE NOTES: 1. TEMPORARY SHORING SHALL BE PROVIDED FOR REMOVAL OF LOAD BEARING WALLS. 2. SHORING SHALL CONSISTS OF 2x4 LUMBER AND SHORING SHALL BEAR DIRECTLY ONTO SOLID GROUND. 3. EXISTING SUPPORT COLUMNS SHALL NOT BE REMOVED UNTIL ALL TEMPORARY SHORING HAS BEEN PROPERLY INSTALLED. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION AND JOB RELATED SAFETY STANDARDS. CONTRACTOR SHALL BE AWARE AND RESPONSIBLE FOR STABILITY OF STRUCTURE AT ALL TIMES DURING CONSTRUCTION. FRAMING NOTES: 1. ALL STRUCTURAL PRODUCTS SHALL BE IDENTIFIED BY GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY CERTIFYING AGENCY. 2. FOR ALL OPENINGS NOT OTHERWISE NOTED, SCHEDULED OR DETAIL ON THE PLANS, HEADER SIZING SHALL FOLLOW THE SIZES LISTED ON HEADER TABLE. 3. WOOD FRAMING SHALL MAINTAIN 8" CLEARANCE ABOVE GRADE, 4. UNLESS OTHERWISE NOTED 2�e4 COLLAR TIES SHALL BE INSTALLED AT THE TOP THIRD POINT OF EVERY OTHER ROOF RAFTER. CUT ENDS TO FIT SLOPE AND NAIL TO ADJACENT RAFTERS. 5. NOTCH RAFTERS TO FIT EXTERIOR WALL PLATES AND TOE NAIL OR USE METAL FRAMING ANCHORS. 6. ANY OPENINGS IN ROOF FRAMING SHALL HAVE 2-PLY RAFTERS TO FORM HEADERS AND TRIMMERS AROUND ROOF OPENING AND SUPPORT WITH METAL HANGERS WHERE REQUIRED. 7. WHERE RAFTERS ABUT AT RIDGE, PLACE DIRECTLY OPPOSITE EACH OTHER AND NAIL TO RIDGE MEMBER. 8. HIP AND VALLEY RAFTERS SHALL BE 2-PLY AND MINIMUM 2" DEEPER THAN ADJACENT RAFTERS UNLESS SIZE NOTED OTHERWISE. BEVEL ENDS OF JACK RAFTERS FOR FULL BEARING AGAINST VALLEY RAFTER. V41TA A A1N . p - `C4F �;Yi + A #FiS1 VI , I'�ORI'0s�a�-t`IB�I�� Saif� � REVIS dL �3lam,U T PLANS 1 ICY �� BUILDING DEPARTMENT www.ResReal.com (914)-330-7712 361 Route 202 - Suite #7 Somers, NY 10589 ISSUE: DATE: BY: CHF.Ch F.D: APPROVED: Q 5/14/18 ,JMS JMs JA S 1 7/21/18 JMS JiNIS JATS 2 8/21/I8 JMS JMS JATS 3 9/7/18 pus JAIS JA£S "T'� 10/28/19 .JMS JIIS JAMS SEAL & SIGNATURE: IT IS A VIOLATION OF STATE LAW FOR ANY PERSON UNLESS DIRECTED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER TO ALTER THIS ITEM IN ANY WAY. PROJECT: 50 Valley 'Terrace Rye Brook, l-� 10573 DRAWING TITLE: GENERAL NOTES SHEET 1 G -101 SCALE: AS NOTED JOB #: I DWG #: ISSUE #: NOTE: NOT ALL SYMBOLS LISTED MAY BE USED UNDER THIS DRAWING PACKAGE. BUILDING !NSFF : 1 9 �,11> of Rye Brock, NY A I B I C D I E I F I G I M I I I i I K I L ff W 1 0 0 `.1 n 7 0 E 10 LUMBER NOTES: 1. FRAMING REFERENCE STANDARD: RESIDENTIAL CODE 2015 EDITION, 2. ALL NOMINAL STRUCTURALLY GRADED LUMBER SHALL BE DOUGLAS FIR NO, 2, E-1,600,000 PSI OR AN APPROVED EQUIVALENT. 3. LVL MEMBERS SHALL BE 'MICRO -LAM LVL' AS MANUFACTURED BY TRUSS JOIST CORPORATION, Fb - 2,600 PSI, E - 1,900,000 PSI OR AN APPROVED EQUIVALENT, U.N.O. 4. PSL MEMBERS SHALL BE TARALLAM PSL' AS MANUFACTURED BY TRUSS JOIST CORPORATION, Fb= 2900 PSI, Fb= 2900 PSI OR AN APPROVED EQUIVALENT. 5. FLUSH FRAMED WOOD CONNECTIONS SHALL BE MADE WITH PREFABRICATED GALVANIZED STEEL HANGERS OF THE WIDTH AND DEPTH REQUIRED FOR THE SUPPORTED MEMBER. HANGERS SHALL BE SECURED WITH THE QUANTITY AND TYPE OF FASTENERS RECOMMENDED BY THE MANUFACTURER. (APPLIES TO EXISTING & NEW MEMBERS) 6. BUILT-UP FRAMING MEMBERS SHALL HAVE ADJACENT PLIES NAILED TOGETHER WITH \ROWS OF NAILS AT 12" O.C. LUMBER SHALL BE NAILED WITH ROWS OF 10D COMMON NAILS WITH (2) NAILS PER ROW FOR 2x6 AND 2x8 AND (3) NAILS PER ROW FOR 2x10 AND 2x12. LVL MEMBERS SHALL BE NAILED WITH ROWS OF 16D COMMON NAILS WITH (2) NAILS PER ROW FOR T AND SHALLOWER MEMBERS, (3) NAILS PER ROW FOR 9314 TO 11 W DEPTH MEMBERS, AND (4) NAILS PER ROW FOR 14' TO 16' DEPTH MEMBERS. U.N,O. 7. PROVIDE TWO STUDS AT EACH END OF ALL FLUSH FRAMED HEADERS AND BEAMS UNLESS MORE ARE INDICATED ON PLAN. PROVIDE A JACK STUD AND A KING STUD AT EACH END OF ALL DROPPED HEADERS AND BEAMS UNLESS MORE ARE INDICATED ON PLAN. 8. FLOOR AND ROOF OPENINGS SHALL BE FRAMED WITH DOUBLE MEMBERS, UNLESS OTHERWISE NOTED IN PLAN. FLOOR JOISTS WHICH SUPPORT NON -LOAD BEARING PARTITIONS WHICH SPAN PARALLEL TO THE JOISTS SHALL BE DOUBLED AND BRIDGING SHALL BE PROVIDED AT A MAXIMUM SPACING OF 8'-0' O.C. IN ALL FLOOR FRAMING,. 9. ALL WOOD EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. 10. PLYWOOD SHALL CONFORM TO THE U.S. DEPT. OF COMMERCE DOC PS-1 AND BEAR THE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. PLYWOOD SHEATHING FOR FLOORS, ROOFS, & WALLS SHALL BE OF THICKNESS INDICATED, EXPOSURE 1. 11. HEADERS AT EXTERIOR WALLS SHALL BE MINIMUM (2) 2x10, U.N.O. 12. ALL WOOD PLACED IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 13. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF COMPLIANCE A TRUSS IDENTIFICATION SIGN SHALL BE FIXED AT THE ELECTRICAL METER STATING THAT THIS STRUCTURE UTILIZES TRUSS TYPE, PRE-ENGINEERED WOOD AND/OR TIMBER CONSTRUCTION. SIGN SHALL BE A PERMANENT, NON -FADING WEATHER RESISTANT STICKER OR DECAL. NAILING SCHEDULE: 1. JOIST TO SILL OR GIRDER - (3) 8D 2. BRIDGING TO JOIST, TOE NAIL EACH END - (2) 8D 3. LEDGER STRIP - THREE 16d AT EACH JOIST 4. SUB -FLOORING, SIX INCHES WIDE OR LESS TO EACH JOIST FACE NAIL- (2) 8D 5. SOLE PLATE TO JOIST OR BLOCKING, FACENAIL - 16D AT 16" O.C. 6. TOP PLATE TO STUD, END NAIL - (2) 16D 7. STUD TO SOLE PLATE, TOE NAIL - (4) 8D OR (3) 16D 8. DOUBLE STUDS, FACENAIL - 10D AT 16"O.C. 9. DOUBLE TOP PLATES, FACENAIL-10D AT 16" O.C. 10. TOP PLATES, LAP AND INTERSECTIONS, FACENAIL - (2) 10D 11. ROOF RAFTERS TO RIDGE, VALLEYS OR HIP RAFTERS, TOENAIL (3) 16 FACE NAIL THREE 16D 12. RIM JOIST TO TOP PLATE, TOENAIL SD AT 6" O.C. 13. CONTINUOUS HEADER, 16D AT 16" O.C. 14. CEILINGS JOISTS TO PLATE, TOENAIL - (3) 16D 15, CONTINUOUS HEAD TO STUD, TOENAIL - (4) 8D 16. CEILING JOISTS, LAPS OVER PARTITIONS, FACENAIL - (3) 1OD 17. CEILING JOISTS TO PARALLEL RAFTERS, FACENAIL - (3) 1OD 18. RAFTER TO PLATE, TOENAIL - (3) 16D 19. BRACE ONE INCH TO EACH STUD AND PLATE, FACENAIL - (3)8D 20. SHEATHING AND SUB -FLOORING, 1 INCH BY UP TO 8 INCH, EACH BEARING FACENAIL -(3) 8D 21. SHEATHING AND SUB -FLOORING, WIDER THAN ONE INCH B MORE THAN 8INCH EACH BEARING FACENAIL (3)8D 22. BUILT-UP CORNER STUDS - 16(D) AT 16110.C. 23. BUILT-UP GIRDERS AND BEAMS -1 OD, NAIL EACH 2" LUMBER LAYER AT 24" O.C. ALONG EACH EDGE AND STAGGERED, 24. COLLAR TIES TO RAFTERS FACE NAIL (4) 8D AIR BARRIER & INSULATION NOTES 1. THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO COMPLY WITH R402.4.1.1 AND R402.4.1.2 2. A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. BREAKS AND JOINTS IN THE BARRIER SHALL BE SEALED. 3. ACCESS OPENINGS, DROP DOWN STAIRS OR ACCESS DOORS TO UNCONDITIONED SPACES SHALL BE SEALED, 4. JUNCTION BETWEEN FOUNDATION AND SILL PLATE SHALL BE SEALED. 5. SPACES BETWEEN FENESTRATION ELEMENTS SUCH AS WINDOWS, DOORS, SKYLIGHTS (IF APPLICABLE) SHALL BE SEALED. 6. RIM JOISTS SHALL BE INSULATED AND PROVIDED WITH AIR BARRIER. 7. UTILITY SHAFTS, UTILITY PENETRATIONS AND FLUE SHAFTS TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED. 8. AIR SEALING SHALL AND INSULATION SHALL BE PROVIDED BETWEEN GARAGE AND CONDITIONED SPACE. 9. RECESSED LIGHT FIXTURES SHALL BE SEALED TO DRYWALL. 10. AIR BARRIER AND INSULATION SHALL BE PROVIDED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS. 11. HVAC REGISTERS THAT PENETRATE THE THERMAL ENVELOPE SHALL BE SEALED. 12. SPRINKLER PENETRATIONS IF APPLICABLE SHALL BE SEALED ONLY IN ACCORDANCE WITH THE SPRINKLERS MANUFACTURES' RECOMMENDATIONS. CAULKING OR ADHESIVES SHALL NOT BE APPLIED TO ANY SPRINKLER COVER PLATES. MECHANICAL NOTES 1. THE HVAC SYSTEMS DESIGN AND INSTALLATIONS, OR MODIFICATIONS TO SUCH SYSTEMS, SHALL MEET OR EXCEED THE DESIGN CRITERIA AND QUALITY STANDARDS ESTABLISHED FOR THE BASE BUILDING CONSTRUCTION. 2, AT THE COMPLETION OF THE INSTALLATION, TEST AND BALANCE ALL CONTROLS AND SYSTEMS. ANY DEFICIENCIES OR INCONSISTENCIES SHALL BE CORRECTED FOR PROPER FUNCTIONING SYSTEM. 3. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR HVAC SYSTEM PERFORMANCE AND CODE COMPLIANCE. 4. DRAWINGS ARE PREPARED ASSUMING THAT BASE BUILDING SYSTEMS ARE OF ADEQUATE CAPACITY AND MECHANICAL AND ELECTRICAL FACILITIES ARE SUFFICIENT FOR THE GIVEN PROJECT, 5. VERIFICATIONS OF EXISTING FACILITIES IN RELATIONSHIP TO THE OWNER'S (TENANT'S) NEEDS IS THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR, THIS VERIFICATION INCLUDES CHECKING OF AIR VOLUME AND TEMPERATURE BEING SUPPLIED TO THE AREA. PRIOR TO DUCTWORK AND SYSTEM DESIGN, 6. THE MECHANICAL SUBCONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND SUBMITTALS FOR ALL PURCHASED EQUIPMENT AND OFF SITE MANUFACTURED SYSTEM COMPONENTS TO THE OWNER PRIOR TO ORDERING, FABRICATION OR INSTALLATION. 7. THE OWNER SHALL REVIEW SUBMITTALS FOR GENERAL CONFORMANCE TO DESIGN CRITERIA AND AESTHETIC CONSIDERATIONS ONLY. THE GC SHALL BE RESPONSIBLE FOR THE OVERALL MEP SYSTEM PERFORMANCE. 8. ALL MECHANICAL, ELECTRICAL, PLUMBING AND LIFE SAFETY DESIGN AND INSTALLATION WORK SHALL CONFORM TO APPLICABLE INDUSTRY STANDARDS AND SHALL BE IN COMPLIANCE WITH ALL FEDERAL, STATE AND MUNICIPAL REVIEW AND REGULATORY AGENCIES HAVING JURISDICTION. (REFERENCE HIGHEST STANDARD, LOWEST TOLERANCE), 9. REFER TO MECHANICAL CONTRACTOR FOR ADDITIONAL MECHANICAL PLANS, DETAILS, DIAGRAMS AND SPECIFICATIONS, 10. TVIECHANICAL APPLIANCES, EQUIPMENT AND SYSTEMS SHALL BE CONSTRUCTED, INSTALLED, AND MAINTAINED IN CONFORMANCE WITH INTERNATIONAL MECHANICAL CODE. DRAFT" STOPPING NOTES: 1. DRAFT STOPPPING SHALL BE PROVIDED IN ACCORDANCE WITH IRC 302.12. 2. DRAFT STOPPPING SHALL, BE INSTALLED TO RESTRICT THE MOVEMENT OF AIR WITHIN OPEN SPACES OF CONCEALED AREAS SUCH AS CRAWLSPACES, FLOOR/CEILING ASSEMBLIES, ROOF/CEILLING ASSEMBLIES AND ATTIC AREAS SUCH THAT THE CONCEALED SPACE DOES NOT EXCEED 1000 SF. 3. DRAFT STOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. 4. .DRAFTING STOPPING MATERIALS SHALL BE NOT LESS THAN '"GYPSUM BOARD, WOOD STRUCTURAL PANEL OR OTHER APPROVED MATERIALS. ROOF AND FLASHING NOTES 1. ROOFING AND ROOF FLASHING SHALL BE INSTALLED IN COMPLIANCE WITH IRC SECTION R902 AND R903. 2. FLASHING SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM. ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER ROOF PENETRATIONS AS APPLICABLE. 3. FLASHING SHALL BE INSTALLED AT ALL WALL AND ROOF INTERSECTIONS WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. 4. FLASHING SHALL BE INSTALLED TO DIVERT THE WATER AWAY FROM WHERE THE EAVE OF A SLOPED ROOF INTERSECTS A VERTICAL SIDE WALL, 5. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN .019 INCH. 6. ROOFS SHALL BE COVERED WITH MATERIALS AS SET FORTH IN SECTION R904 AND R905. 7. CLASS A B OR C ROOFING SHALL BE INSTALL IN JURSIDICTIONS DESIGNATED BY LAW AS REQUIRING THEIR USE OF WHERE THE EDGE OF THE ROOF IS LESS THAN 3 FEET FROM A LOT LINE.. 8. CLASS A, B, C ROOFING REQUIRED TO BE LISTED AND TESTED IN ACCORDANCE WITH UL 790 OR ASTMS 108 VALLEY TERRACE THIS IS NOT INTENDED FOR DISTRIBUTION AS A PROPERTY SURVEY. THIS IS A PLOT PLAN PROVIDED FOR INFORMATION ONLY REFER TO SITE SURVEY SITE FOR ADDITIONAL INFORMATION REGARDING PROPERTY LINES. REFERENCED SURVEY BY RICHARD A SPINEI,LI APRIL 18 2018. SITE PLAN CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DISTRICTS IN RYE BROOK Ran- WINO PRO TOPouRAORD; SPECIAL WIND SE15k11C DESIGN SNOW LOAD (mph) WIND EFFECTS WINO BOURNE CATAGORY WEATHERING REGION DEBRIS ZONE 10psf II5I120 No NQ NO C SEVERE FROST LINE TERMITE WINTER DESIGN ICE BARRIER FLOOD AIR FREEZING MEAN ANNUAL DEPTH PROIECTION TEMP. DNDERLAYMENT HAZARDS INDEX TEMP, RERUIRED REaUIRED 42" YES I5 YES FlRM MAP 50Q _ 52.2 36119CO27OF 9/2srm www.ResReal.com (914)-330-7712 361 Route 202 - Suite #7 Somers, NY 10589 ISSUE: DA'IF: BY: CHF,CI F.D: APPROVED: 0 5/14/18 JMS JMS JA7S 7/21/18 JMS JAIS DAIS 2 131 8/21/18 JhIS )NIS DAIS 9/7/18 JMS JAIs JAIS J� 10/28/19 JIVIS JINIS JA1S SEAL & SIGNATURE: IT IS A VIOLATION OF STATE LAW FOR ANY PERSON UNLESS DIRECTED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER TO ALTER THIS ITEM IN ANY WAY. PROJECT: 50 Valley Terrace Rye Brook, NY 10573 DRAWING TITLE: GENERAL SHEET 2 G -102 SCALE: AS NOTED JOB #: I D),VG #: ISSUE #: 0 2 9 4 5 n. 7 N. M B ► C I D DEMOLITION AREA: 1. ALL INTERIOR SURFACES SHALL BE DEMOLISHED DOWN TO EXISTING FRAME WORK 2, INTERIOR SURFACES INCLUDE ALL WALL ASSEMBLIES, DEMOLITION AREA CEILING ASSEMBLIES, FLOOR ASSEMBLIES, 3. ALL PLUMBING FIXTURES AND KITCHEN FIXTURES/APPLIANCES ARE TO BE DEMOLISHED, 4. FRAMING SYSTEM SHALL REMAIN IN PLACE 5. ALL FASTENERS, NAILS, SCREWS SHALL BE REMOVED FROM FRAMEWORK FOR ANY DEMOLISHED SURFACE MATERIALS BASEMENT EXISTING/DEMO PLAN SCALE: 3/16"-1'-Ofl 14 19 G 1: --"'\ 1st FLOOR EXISTING /DEMO PLAN SCALE: 3/16"=1'-Off ING KITCHEN TO MOLISHED � : 1 0 36108IMPRI TING WINDOWS TO ,EMOLISHED i I K I L I M EXISTING ROOF PLAN SCALE: 3/16"=1'-O" z IN- R E- ESREAL Architecture, Engineering and Inspection Services www.ResReal.com (914)-330-7712 361 Route 202 - Suite #7 Somers, NY 10589 ISSUE: I DATE: BY: CHECKED: 0 3/14/18 jMS 'Ims jms 1 7/21/18 JNIS JNIS JATS 2 8/21/18 JNIS jMS DAIS 3 9/7/18 JAIS J.&IS JAIS A4 10/28/19 IMS 'Ims JAIS SEAL & SIGNATURE: IT IS A VIOLATION OF STATE, LAW FOR ANY PERSON UNLESS DIRECTED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER TO ALTER THIS ITEM IN ANY WAY. PROJECT: 50 Valley Terrace Rye Brook, NY 10573 DRAWING TITLE: DEMO PLANS SHEET 1 D -100 SCALE: AS NOTED JOB #; I DWG #: I ISSUE #: F G L A........ B NEW INSULATED WALL PROVIDE EXHAUST HOOD ASSEMBLY VENT TO EXTERIOR 2 3 4 5 7 10 C 1. D ALL APPLIANCES SHALL BE INSTALLEDIli , A tltlr',n T"% A X TflU AI TY'rU T nfl AT DT I TX40 I X11-1 PLAN lst FLOOR PN SCALE: 1/4"=141 B BASEMENT PLAN SCALE: 3/16ff-11-011 - NEW 6'-0"x6'-8" SLIDING GLASS DOOR ANDERSEN OR EQUAL NEW WASHER AND DRYER INSTALLATION ALL APPLIANCES SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL PLUMBING AND/OR ELECTRICAL CODE INSTALLATION OF NEW WINDOWS INTO EXISTING OPENINGS .............. r7--------- --------- 91-31f BEDROOM 2 CEILING +8r-011 145SF CW5-> CW5,> BEDROOM I J�C.FILING +81 -Ott 151SF MASTER BEDROOM JkCEILING 111l') +st-Off 219SF D26 < W5 WG =W6 > 1 9 2. PLAN 2ND FLOOR PN 2 11-11-011 SCALE: 1/4- R ROOF PLAN - SCALE: 3/1611-11-011 32"x46" SHOWER 0 1 21- 0" MAST R BATH I ILING +81-Olf 55 SF 72" VANITY DOOR SCHEDULE SIZE NO. MANUFACTURER DESCRIPTION (WXK NOTES D20 ANDERSEN OR PRIMED SOLID CORE 21-0".K 61-8t' SEEK OWNER APPROVAL FOR EQUAL HINGED ALTERNATE D24 ANDERSEN OR PRIMED SOLID CORE 2t-4" x 61-8" SEEK OWNER APPROVAL FOR I EQUAL HINGED ALTERNATE D20 ANDERSEN OR PRIMED SOLID CORE 2f-6" x 6f-811 SEEK OWNER APPROVAL FOR EQUAL HINGED ALTERNATE ANDERSEN OR PRIMED SOLID CORE SEEK OWNER APPROVAL FOR D28 EQUAL HINGED 2f-8" x 6f-8tl ALTERNATE DX26 ll� E OR GRADE: 2F,'-6" x 6'-8 it SEEK OWNER APPROVAL FOR I EQUAL HINGED ALTERNATE ANDERSEN OR EXTERIOR GRADE SEEK OWNER APPROVAL FOR DX28 EQUAL HINGED 21-81) x 61-8" ALTERNATE BP60 ANDERSEN OR PRIMED SOLID CORE 61-011 x 61-8fF SEEK OWNER APPROVAL FOR EQUAL BI-FOLD ALTERNATE ANDERSEN OR EXTERIOR GRADE SEEK OWNER APPROVAL FOR PD EQUAL HINGED 21-41f x 61-811 ALTERNATE SD60 ANDERSEN OR PRIMED SOLID CORE 61-011 x 61-8ft SEEK OWNER APPROVAL FOR EQUAL SLIDING ALTERNATE WINDOW SCHEDULE NO. MANUFACTURER DESCRIPTION SIZE (W x H) NOTES ANDERSEN 200 36" x 541f SEEK OWNER W-1 SERIES OR EQUAL DOUBLE HUNG (R 0 U GH OPENING) APPROVAL FOR ALTERNATE ANDERSEN 200 32" x 24" SEEK OWNER W-2 SERIES OR EQUAL DOUBLE HUNG (P,0UG1A OPI,'MNG) APPROVAL FOR ALTERNATE ANDERSEN 200 36" x 36" SEEK OWNER W-3 SERIES OR EQUAL DOUBLE HUNG (ROUGH OPENING) APPROVAL FOR I ALTERNATE ANDERSEN 200 32" x 36" SEEK OWNER W-4 SERIES OR EQUAL DOUBLE HUNG (ROUGH OPENING) APPROVAL FOR ALTERNATE ANDERSEN 200 32" x 48" SEEK OWNER W-5 SERIES OR EQUAL DOUBLE HUNG (ROUGH OPENING) APPROVAL FOR ALTERNATE ANDERSEN 200 32ff x 32" SEEK OWNER W-6 SERIES OR EQUAL CASEMENT (DOUGH OPENING) APPROVAL FOR ALTERNATE ANDERSEN 200 30" x 36" SEEK OWNER W-7 SERIES OR EQUAL DOUBLE HUNG (ROUGI I OPENING' ) APPROVAL FOR ALTERNATE RESIREAL Architecture, Engineering and Inspection Services www.ResReal.com (914)-330-7712 361 Route 202 - Suite #7 Somers, NY 10589 BY: CHECKED: APPROVED: 5/14/18 JMS J&fs ys 1 7/21/18 JMS jMS JAIS 2 8/21/18 1M5 JMS JMS 1. WINDOWS TO BE INSTALLED AS PER DETAILS AND SPECIFICATIONS ON WINDOW SCHEDULE AND PLANS 2. ALL UNITS SHALL HAVE CODE COMPLIANT INSULATION AND AIR INFILTRATION REQUIREMENTS. 3 9/7/18 J-l\IS yi\ls JTfS 3, EXISTING AND/OR NEW WINDOW FRAME OPENINGS SHALL BE VERIFIED IN FIELD BY INSTALLING CONTRACTOR PRIOR TO PURCHASE AND INSTALLATION. 10/28/19 Z� JNIIS JMS JAIS 4. WINDOWS INDICATED ON PLAN AS EGRESS TYPE WINDOWS SHALL MEET MINIMUM EMERGENCY EGRESS SEAL & REQUIREMENTS AS PER SECTION R310 OF THE RESIDENTIAL BUILDING CODE, SIGNATURE: LIGHT & VENTILATION CALCULATIONS ROOM AREA (SF) REQUIRED VENTILATION (SF -4-/o) REQUIRED LIGHT (SF- 8%) PROPOSED VENTILATION (SF) PROPOSED LIGHT (SF) LIVING ROOM 407 16.28 32.56 33.75 6T50 DINING ROOM 199 7.96 15.92 13.50 27,00 LAUNDRY 47 1,88 3,76 4.50 9.00 POWDER 27 1.08 2.16 3.75 7.50 KITCHEN 162 6.48 12.96 24.00 48.00 MASTER BEDROOM 176 7.04 14.08 24.89 35.56 MASTER BATHROOM 41 1,64 3.28 5,33 10.67 BEDROOM 1 164 6.56 13.12 21.33 42.67 10.67 21.33 Al 2. 3. 50--'- �m Ly IT IS A VIOLATION OF STATE LAW FOR ANY PERSON UNLESS DIRECTED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER TO ALTER THIS ITEM IN ANY WAY, PROJECT: 50 Valley Terrace Rye Brook, NY 10573 DRAWING TITLE: FLOOR PLANS SHEET 1 -101 SCALE: AS NOTED JOB #: I DWG #: I ISSUE #: A I B I C I D I . E I 9 E 2 w IM IN 3 4 A M 7 I 9 I 9 FRONT ELEVATION 1 SCALE: 1/4ff-1f-0ff < W5> =W5 > 2nd Floor 1st FloorCeffing < —wi > 1st floor X W "D 3 LEFT ELEVATION SCALE: 1/4"=1'41 �I cc A& 2nd Irloor 1st Fluor Coifing !L.t Flout 11111111111111111 12 0 RIGHT .GHT ELEVATION 2 SCALE: 1/411-11-011 R BACK ELEVATION SCALE: 1/4"-l'-O" w- R ES R EA L Architecture. Engineering and Inspection Services www.ResReal.com (914)-330-7712 361 Route 202 - Suite #7 Somers, NY 10589 EXTERIOR FINISH SCHEDULE DESCRIPTION MATERIAL PATTERN/COLOR 1 SIDING TYPE I HARDIE SXTOOTI I LAP BOARD BOARD ARTIC WHITE 3 WINDOW VINYL WHITE ASSEMBLY E "POSD MASONARY STUCCO FOUNDATION 6 FRONT STAIRS TO NjASON , ARy STUCCO GRADE 7? ONTA STONE BLUE STONE TREAD TRI ADS 8 REAR STAIR CONCRETE CONCRETE I'L'iTFORM 9 GUTTERS 5" ALUMINUM WHITE 10 ARC14IT-CMTRAL ASHPHALT CHARCOAL SHINGLES 11 SOFF1T/TR1M VINYL WHITE, 12 SHUTTERS VINYL PANEL/BLACK 13 FRONT DOOR WOOD BLACK ISSUR: I DATK BY: ]:,1:Q'=PR0VFD-. 0 S/14/18 yms JNLIS JAT,9 1 7/21/18 J?vIS J &IS JNIS 2 8/21/16 JNIS 'INIS DAIS'31 9/7/18 JMS ji\IS JxfS A4 10/29/19 J-1\11S jN11S 'IMS SEAL & SIGNATURE: IT IS A VIOLATION OF STATE LAW FOR ANY PERSON UNLESS DIRECTED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER TO ALTER THIS ITEM IN ANY WAY. PROJECT: 50 Valley Terrace Rye Brook, NY 10573 DRAWING TITLE: ELEVATIONS SHEET1 A -201 SCALE: AS NOTED JOB #; I DWG #: I ISSUE #: Fol E 19 G I H 2 1" SHEET ROCK BRAND GYPSUM PANEL A2x4 WOOD STUD 16" OC SHEET ROCK BRAND GYPSUM PANEL INTERIOR WALL 'D INTERIOR WALL 3 (DSCALE:NTS 4 7 joist 2x4 Stud Pro-6de Fireblocking (IRC 302.11) -1/2" Min. ate PARALLEL TO FRAMING 1/4"--1 Framing Angle Simpson A35N 2%4 Stud Framing k"'1— Double Plate PERPENDICULAR TO FRAMING A CN SCALE: NTS OAK HANDRAIL FINISHED TO MATCH FLOORS EXTERIOR FACADE R-21 INSULATION 4, K BRAND SHEET ROC P GYPSUM PANEL SHEET ROCK BRAND GYPSUIVI PANEL EXTERIOR WALL 8 WROUGHT IRON BALUSTERS (SPACING LESS THAN 4") !8 3/4" SOLID TREAD WITH ROUNDED EDGE 171NISHED TO MATCJ I FLOORS C1_j — I$ SOLID TRIM WITH r- INN TO OifflYlf CWHED 2 X 12 STRINGER 3/4" SOLID RISER 9 WITT I PAINTED FINIST I 3/4" PLYWOOD WALL ASSEMBLY BELOW STAIR TO 2x4 STUDS WITH 1/2" FINISH SHEET 0_STAIR DETAI LS SCALE: NTS -10 EXTERIOR OR WALL SCALE: NTS GUIDE TO NOTCHING AND BORING JOISTS JOIST SIZE MAX. HOLE MAX. NOTCH DEPTH MAX. END NOTCH 2x4 NONE NONE NONE 2 6 1-1/2 7/8 1-3/8 2X8 2-3/8 1-1/4 1-7/8 2x10 3 1-1/2 2-3/8 2x12 3-3/4 1-7/9 2-7/8 '*-r A PENETRATION. DE JL 1_11L SCALE, NTS ROUGH CARPENTRY 2X RAFTER REFER -- PLA ROOF SHEATHIN SHEET MET FLASHING AND TIt MANUFACTURED GUTTI AND DOWNSPOI ROUGH CARPENTI I x FASCIA BOARD, WRAPPI WITH METAL TR VENTED SOFFIT GUTTER DETAILS SCALE: NTS 1. HEADER- 2s8 UNLESS OTHERWISE NOTED 2. ClUPPIL STUD. 3. I6"o.C.'STAGGJ,'IWD. 4. SOLF PIAIT- DOOR FRAMING SCALE: NTS 1, DOUBTY, HEADER. 1 TOENAIL 3 6" O.C. STAGGERED. 4� 801,11111ATE i. SILLS'llowN LUrAWAY TQSHfAVNAI1jNG. f. Kl-\,(' 5TVD, 7, TRIMWA. 8. Cx1PPf.1bSTIjD. 0 WINDOW FRAMING SCALE: NTS STROKE The conmructim ty1w desionotleft Shellbe r to indicate, the C.ftwtr tian .1"Sme"O" of the structwit under DESIONATION FOR STRUCTURAL sectl*n $02 of the SCII" COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION —7 - ------ _-I "F" FLOOD FRNWHO, I*cLu*wG eiaatRF40OFFRAWNHO R" 74 11.. FOR.001t AND ROOF FRAMI_ STRUCTURAL SIGN ST RUCTURAL NTS ENGINEERED WOOD CONSTRUCTION NOTES: PRIOR TO THE ISSUANCE OF A CERTIFICATE OF COMPLIANCE, A TRUSS IDENTIFICATION SIGN (AS SHOWN) SHALL BE FIXED AT THE ELECTRICAL METER STATING THAT THIS PROPERTY'S STRUCTURE UTILIZES TRUSS, TYPE, PRE-ENGINEERED WOOD AND OR TIMBER CONSTRUCTION. SIGN SHALL BE PERMANENT, NON -FADING, WEATHER RESISTANT STICKER OR DECAL. SIMPSON ST STRAP TIE - DOUBLE TOP PLATF- (2) 16d SIMPSON ST STRAP TIE 2x4 KING STUD — DOUBLE 2x4 STUDS, MINIMUM BEAM/HEADER (D BEAM FRAMING SCALE: NTS EXISTING CEILING JOISTS EXISTING CEILING PATCH AS REQUIRED 2x4 TOP PLATE 2x4 16" O.C. SCALE: NTS TYPICAL 4!-0" x 8'-0" PLYWOOD SHEATHING NAILS @ 6"MIN ALL PANEL EDGES . . . . . . a 4 1 1 . . . . . . Ll SHEATHING DETAILS SCALE: NTS SIMPSON ST STRAP TIE DOUBLE TOP PLATI (2) 16d SIMPSON ST STRAP TIE 20 KING STUD — POST SEE PLANS EXISTING SILL PLATE EXISTING FLOOR j EXISTING BASETMENT FOUNDATION WALL REFER TO PLANS FOR DIMENSIONS TIE AT EACH END PANEL CLIPS, TONGUE -AND -GROOVED EDGES, OR BLOCKING UNDERNEATH IF REQUIRED SPACE NAILS 12" O.C., 6" O.C. AT ENDS SHINGLES OR SHAKES ON ROOFING. FOLLOW ROOFING MANUFACTURER'S RECOMMENDATIONS FOR ROOFING FELTS POST AT BEAM EDGE TYPICAL AT EACH SIDE CONTINUOUS LOAD PATH TO EXISTING CMU FOUNDATION WALL POST AT BEAM EDGE PROVIDE BLOCKING AT FLOOR ASSEMBLY BELOW PSL POST PROVIDE 8"x8"NI/2" STEEL BEARING PLATE BELOW BLOCKING ON FOUNDATION WALL BEAM TO PLANS MENSIONS LS BEAM FRAMING 2 SCALE: NTS LEAVE 1/8" GAP AT ENDS AND EDGES UNLESS OTHERWISE RECOMMENDED BY INSTALL PANEL SHEATHING WITH LONG DIMENSION,"k.CROSS SUPPORTS. STAGGER VERTICAL JOINTS. ROOF FRAMING SEE PLANS 4 BY MANUFACTURER GUTTER— ROOFING FELT —j PROTECT EDGES OF EXPOSURE 1 AND 2 PANELS AGAINST EXPOSURE TO WEATHER OR USE EXTERIOR PANEL STARTER STRIPS ROOF INSTALLATION A POST BLOCKING DETAIL AxIL OSCALE: NTS SCALE: NTS EXTENT ICE AND WATER OF SHIELD EXTEND ICE AND WATER SIIIELD 24" MIN. BEYOND INSIDE FACE OF ASPHALT SHINGLES STUD WALJ. OVER 30# FELT /—PROVIDE CEiLING INSULATION BAFFLES AT ALL RAFTERS PRO V E ICE AND WATER LDAT SAVE SHIELD) I IURRICANE CLIP FLASHING S RFQ'D, AZEK FASCIA �-�LUMJNUM GUTTER ICE AND WATER SHIE T "'DEVIL SCALE: NTS W-0 RESREL Dfi Architecture, Engineering and Inspection Services www.ResRea1.com (914)-330-7712 361 Route 202 - Suite #7 Somers, NY 10589 ISSUE: DATE; BY: APPROVED: 0 5/14/18 JMS JMS JAT'S 1 7/21/18 JMS JAIS 2 8/21/18 JMS JMS JMS31 9/7/18 JMS p\IS JAIS A4 10/28/19 .JMS JMS JAIS SEAL & SIGNATURE: IT IS A VIOLATION OF STATE LAW FOR ANY PERSON UNLESS DIRECTED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER TO ALTER THIS ITEM IN ANY WAY. PROJECT: 50 Valley Terrace Rye Brook NY 10573 DRAWING TITLE: DETAILS SHEET A -303 SCALE: AS NOTED JOB #: I DWG #: ISSUE #: