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HomeMy WebLinkAboutMurphy, Kevin LOT COVERAGE CALCULATIONS EXISTING PROPOSED Number List of Drawings Revision Date Chri5tian TP . E . LL- 0 LOT AREA 22894.14 SQ.FT. 0 A-00 Cover 1011412018 1ST FLOOR HEATED AREA 996 SQ.FT. 1426 SQ.FT. Con5ultinoj E o S-01 Proposed Site Plan 1011412018 1ST FLOOR UNHEATED AREA 15 SQ,FT. 15 SQ.FT, GN-01 General Notes 1011412018 � GN-02 Strapping Details 1011412018 1ST FLOOR DECK AREA 890 SQ.FT. 705 SQ.FT, GN-03 Details 1011412018 ROOF DECK AREA 0 SQ.FT. 550 SQ.FT. LU GN-04 Details 1011412018 GUEST HOUSE 216 SQ,FT. Phone: 6 31 -2 6 7—2 LU DW-01 Window&Door Schedule 1011412018 490 A-01 Proposed Foundation Plan 1011412018 WA-02 Proposed First Floor Plan 1011412018 A-03 Proposed Roof Plan 1011412018 Email : o A-04 Proposed Building Sections 1011412018 z A-05 Proposed South & East Elevations 1011412018 catabet.pe@gmaii.com A-06 Proposed North &West Elevations 1011412018 w EL-01 Proposed Foundation Electric Plan 1011412018 o EL-02 Proposed First Floor Electrical Plan 10/1412018 n X EX-01 Existing Floor Plans 1011412018 CL EX-02 Existing Elevations 1011412018 0F Cz LU SAN A. T � T- * -A O >- LU z A 066262.E � ROSES S IONP w N W CD VI I N5 r O . D REV REVISION DATE LU g Q w II ---------- ---------- O --— ---- - --- ---- --------------------- — LU — ---------- ---- ----- I O U � I i ' I ;' II I W I I I i II PROJECT w - - - o LU I � I I I w i I I I II m I ' t- I II O I I I I i z + CLIENT IW6 1 1� i I z I 3265 Park Ave. Q I � II Mattituck, NY Cfl itw;: 1 ii V J El �—.. `/ 4,i v 'a ,.' ,r •r vy `r v i. 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U Con5ultin6jEngnecr° 0 U) U) w W Phone: 631 -267-2490 r- w Email : o catabet.pe@gmaii.com gmail.com w 0 r _ 50' REAR YARD SETBACK OF Nth'y rV - \ w \ I 2 z \ S \ �1 �4A 066262A 0 N6'o \ 9°FEss�o�'P N N - 0O N (70 LU ° ` �" 3;*_ REVISIONS Q O� REV REVISION DATE I - - - - - - - CIL 4 LU \\ PR POSEDrV ; \ \\ O L LU Q \ \ I I UP LU I I \ I PROJECT LU v J► LU J DWELLI NG R/ 77 CLIENT N N S o 3265 Park Ave. Mattituck, NY o z f SHEET INFO oN� y w o' F� PROPOSED SITE PLAN 0 LU z > SCALE: 3 ll = 1 '-0" o D PAWN BY; FR �0 p0 CHECKED BY; FR ; 1 DATE 10/14/2018 M Q » U ro Off`` JAN - 4 2019 10 43 1 PROPOSED SITE PLAN O U GENERAL NOTES 1 2. PERFORM SURVEYS AS THE WORK PROGRESSES TO DETECT HAZARDS WOOD AND CARPENTRY NOTES HVAC NOTES 1. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL EXISTING FIELD RESULTING FROM SELECTIVE DEMOLITION ACTIVITIES. 1. ALL FRAMING TO BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF EXISTING MEASUREMENTS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECTS AMERICAN FOREST AND PAPER ASSOCIATION AMERICAN WOOD COUNCIL WOOD FRAME HVAC AS REQUIRED FOR NEW CONSTRUCTION AND FOR DESIGN OF NEW SYSTEM. Chrl5tlan T1 U 13, MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND CONSTRUCTION MANUAL 2001 SBC HIGH WIND EDITION AS WELL AS THE BUILDING CODE OF VERIFY DESIGN WITH OWNER AND ARCHITECT. PROVIDE ARCHITECT WITH MARKED 9 p ATTENTION IMMEDIATELY. CHANGES OR SUBSTITUTIONS MAY BE MADE UNLESS PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION NEW YORK STATE, IF THERE ARE ANY QUESTIONS, CONCERNS, OR ISSUES REGARDING THE UP DRAWING SHOWING LOCATIONS OF ALL PROPOSED REGISTERS AND DUCT LJ_ APPROVED BY THE ARCHITECT. T. DO NOT SCALE DRAWINGS, DIMENSIONS TAKE INTENT, NOTES, FRAMING DIAGRAMS, OR DRAWINGS, CONTACT ARCHITECT FOR CLARIFICATION RUNS. Con5UItinoj Encjinccr PRECEDENT OVER SCALE. OPERATIONS. PRIOR TO CONSTRUCTION. Z 2. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. 2. PROVIDE CUT SHEET FOR ALL REGISTER COVERS, THERMO5TAT CONTROLS, 14. UTILITY REQUIREMENTS: LOCATE, IDENTIFY, SHUT OFF, DISCONNECT, 2. STRUCTURE DE51GNED FOR THE MINIMUM LIVE LOADS REQUIRED BY NEW YORK RESIDENTIAL AND GRILLE5 FOR ARCHITECT REVIEW. INDICATE, SIZE, FINISH, AND PROPOSED O 3. VERIFY LOCATION OF UTILITIES AND FX15TING CONDITIONS. NOTIFY THE OWNER AND SEAL OR CAP OFF INDICATED UTILITY SERVICES SERVING BUILDING TO CODE FOR ONE AND TWD FAMILY RESIDENTIAL BUILDINGS, OR THE BUILDING CODE OF NEW LOCATION. BE SELECTIVELY DEMOLISHED. AS REQUIRED YORK STATE, FOR ALL OTHER BUILDINGS, ANY INCREASE IN LOADS DUE TO CHANGE IN ( DRAWINGS.R ARCHITECT OF CONDITIONS DIFFERING FROM THOSE INDICATED ON THE FUNCTION, CONSTRUCTION MATERIALS, ETC.5HALL HAVE WRITTEN APPROVAL FROM THE 3. PROTECT DUCT OPENINGS DURING CONSTRUCTION UNTIL PROJECT D 15. DRAIN, PURGE, OR OTHERWISE REMOVE, COLLECT, AND DISPOSE OF ARCHITECT OR STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. COMPLETION. PREVENT DUST AND CONSTRUCTION DEBRIS FROM '-- 4. BEFORE SUBMITTING A PRICE PROPOSALS FOR TH15 WORK,THE CONTRACTOR CHEMICALS, GASES, EXPLOSIVES, ACIDS, FLAMMABLE5, OR OTHER 3. THE DA51C STABILITY OF THE STRUCTURE 15 DEPENDENT UPON THE DIAPHRAGM ACTION OF ACCUMULATING IN DUCTS DURING CONSTRUCTION. SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS AND BECOME DANGEROUS MATERIALS BEFORE PROCEEDING WITH SELECTIVE FLOORS, WALLS AND RCOF ACTING TOGETHER. PROVIDE ALL GUYS, BRACES, STRUTS, ETC. 4. PROVIDE DUCT INSULATION AS FOLLOWS: SUPPLY DUCTS IN UNCONDITIONED LLJ ACQUAINTED WITH ALL GOVERNING CODES, ORDINANCES AND CONDITIONS OF THE REQUIRED TO ACCOMMODATE ALL LIVE, DEAD AND WIND LOADS UNTIL FINAL CONNECTIONS ATTICS OR OUTSIDE THE BUILDING MUST BE INSULATED TO R-8. RETURN DUCTS WORK. NO EXTRAS OR CHANGE ORDERS WILL BE ALLOWED DUE TO FAILURE TO DEMOLITION OPERATIONS, PERFORM NECESSARY ASBESTOS REMOVAL BETWEEN THESE ELEMENTS ARE MADE. IN UNCONDITIONED ATTICS OR OUTSIDE THE BUILDING MUST BE INSULATED TO UNDERSTAND THE CONDITIONS INVOLVED, PER CODE,77 R-4, SUPPLY DUCTS IN UNCONDITIONED SPACES MUST BE INSULATED TO R-8. 4, CONSULT FRAMING DIAGRAMS AND/OR DRAWINGS FOR FRAMING DIRECTIONS, SPACINGS, RETURN DUCTS IN UNCONDITIONED SPACES(EXCEPT BASEMENTS) MUST BE Phone: 631 -267 2490 LLJ 5. CONTRACTOR SHALL VERIFY ROOF VENTILATION AT EAVES, OVERHANGS, I G. PROVIDE TEMPORARY WEATHER PROTECTION, DURING INTERVAL AND SIZES. IN NO CASE SHALL FLOOR AND ROOF FRAMING MEMBERS EXCEED 24" O.C. INSULATED TO R-2, INSULATION IS NOT REQUIRED ON RETURN DUCTS IN r_ SOFFITS, PLATES, FRAMING BAYS, AND RIDGES, , TYP. BETWEEN DEMOLITION AND REMOVAL OF EXISTING CONSTRUCTION, ON SPACING. BASEMENTS. cz G. VERIFY WITH OWNER FOR FINAL KITCHEN FITTINGS, FIXTURE SELECTIONS, EXTERIOR SURFACES AND NEW CONSTRUCTION TO ENSURE THAT NO 5. PROVIDE HOLDDOWNS AT BOTTOM CORNERS OF 5HEARWALL5 AS INDICATED ON PLANS, 5. ALL DUCT JOINTS, SEAMS, AND CONNECTIONS MUST BE SECURELY FASTENED COUNTERS, CABINETRY, AND PAINT COLOR SELECTIONS. WATER LEAKAGE OR DAMAGE OCCURS TO STRUCTURE OR INTERIOR PROVIDE CONTINUOUS LOAD PATH FROM HOLDDOWN TO FOUNDATION. WITH WELDS, GASKETS, MASTICS(ADHESIVES), MASTIC-PLUS-EMBEDDED-FABRIC, 7. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN PLANS AND DETAILS AREAS. OR TAPES. DUCT TAPE 15 NOT PERMITTED. EXCEPTION: CONTINUOUSLY WELDED W G. PROVIDE REQUIRED STRAPPING TO RESIST UPLIFT AS INDICATED ON PLANS AND IN AND LOCKING-TYPE LONGITUDINAL JOINTS AND SEAMS ON DUCTS OPERATING AT TO THE OWNER OR ARCHITECT AT ONCE. DEMOLITION OR EXCAVATION MAY REVEAL Email :� CONDITIONS OTHER THAN TH05E ASSUMED ON THE CONSTRUCTION DOCUMENTS. 17. ERECT AND MAINTAIN DUSTPROOF PARTITIONS AND TEMPORARY STRUCTURAL NOTES. LESS THAN 2 IN. W.G. (500 PA). DUCTS SHALL BE SUPPORTED EVERY 10 FEET IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNER OR ENCLOSURES TO LIMIT DUST AND DIRT MIGRATION AND TO SEPARATE G 7. PROVIDE ALL FLUSH =RAMED JOISTS, HEADERS, RAFTERS, AND RIDGE BEAMS WITH DUCTS WITH EXTERIOR INSULATION NMUST INSTRUCTIONS. COOLING I BE COVERED WITHA VAPOR RETARDER, ARCHITECT AT ONCE IF TH15 OCCURS AREAS FROM FUMES AND NOISE. PREFABRICATED GALVANIZED METAL CONNECTORS AT EACH SIDE OF MEMBER. h 8. IF THE ARCHITECT 15 NOT EMPLOYED BY THE OWNER TO PROVIDE REGULAR 18, PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING, BRACING, 8. PROVIDE DIAGONAL'MOOD BRIDGING FOR WOOD JOISTS(ROOF AND FLOOR)A5 FOLLOWS: G. PROVIDE AIR FILTERS A5 REQUIRED IN THE RETURN AIR SYSTEM. catabe L.pe@g m ai I.co m CONSTRUCTION PHASE SERVICE, INTERPRETATION OF THE CONTRACT DOCUMENTS OR STRUCTURAL SUPPORT TO PRESERVE STABILITY AND PREVENT 5PAN5 OVER 8'-0" --ONE ROW 7. THE HVAC SYSTEM MUST PROVIDE A MEANS FOR BALANCING AIR AND WATER = SHALL BE BY THE OWNER. IPJ THE ABSENCE OF THE ARCHITECT, ALL QUESTIONS SPAN5 OVER 1 5'-0" --TWO ROWS SHALL BE DIRECTED TO THE OWNER. MOVEMENT, SETTLEMENT, OR COLLAPSE OF BUILDING TO BE SELECTIVELYSYSTEMS.VERIFY TRUSS J015T MANUFACTURER'S SPECIFICATIONS FOR SPECIFIC REQUIREMENTS, ANDROVIDEE BATA CICONTRACTOR TO BALANCE ORTS TO ARCH TECT N COMPLETION OF PROJECT DEMOLISHED. BRIDGING SHALL BE CP055 BRACES OF NOMINAL IX3 LUMBER OF 50LID 2X LUMBER, 9. NO CHANGES OR SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY THE BRIDGING SHALL BE SECURED IN ACCORDANCE WITH THE FASTENING SCHEDULE ON THE 8. EACH DWELLING UNIT HAS AT LEAST ONE THERMOSTAT CAPABLE OF LLJ ARCHITECT. 19. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT DRAWINGS. AUTOMATICALLY ADJUSTING THE SPACE TEMPERATURE SET POINT OF THE O 10. ALL INSTALLATIONS BY CONTRACTOR, UNLESS NOTED OTHERWISE(UNO). SPILLAGE ON ADJACENT SURFACES AND AREAS. 9. PROVIDE SOLID FLOOR DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR LARGEST ZONE, 51TEWORK NOTES 20. PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING, SPACED A MAXIMUM OF 4'-0" O.C. 9. THERMOSTAT AND SPECIAL CONTROL DEVICES HEIGHTS AT GO"TO CENTER. CAUSED TO ADJACENT CONSTRUCTION BY SELECTIVE DEMOLITION 10. PROVIDE APA RATED ROOF SHEATHING, EXTERIOR WALL SHEATHING, AND FLOOR 10. THE PROPER SELECTION, SIZING, INSTALLATION AND MAINTENANCE OF 1. STRIP AND STOCKPILE ALL TOPSOIL IN AFFECTED AREAS FOR REUSE. OPERATIONS. SHEATHING. NAIL SHEATIING TO FRAMING ACCORDING TO THE FASTENING SCHEDULE ON THE RESIDENTIAL APPROVED BANK RUN GRAVEL IAL HVAC SYSTEMS ARE MAJOR FACTORS IN OPTIMIZING ENERGY WITH QF E�'V 2. RE-GRADE DRIVE AND PARKING AREAS TH I G" MIN. COMPACTED BED OF 2 I. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH SAV DRAWINGS.1 1. PROVIDE ALL STUD 3EARING WALLS WITH 2 CONTINUOUS TOP PLATES AND I CONTINUOUS I 1. PERFORMANCE: W -9� RESTORATION INTO ADJOINING CONSTRUCTION TO REMAIN IN A MANNER BOTTOM PLATE. TOP PLATES SHALL OVERLAP AT CORNERS AND INTERSECTIONS WITH OTHER HEATING MODE: SYSTEM MUST BE CAPABLE OF MAINTAINING 729F WHEN = 3. BACKFILLING OPERATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THAT ELIMINATES EVIDENCE OF PATCHING AND REFINISHING, LOAD BEARING WALLS. f- FOUNDATION WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. OUTSIDE AIR IS -5Q F O 4. PROTECT EXISTING TREES, VEGETATION, LANDSCAPING, AND SITE 22, DISPOSAL: PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT 12. PROVIDE A MINIMUM OF(3)STUDS AT EXTERIOR WALL CORNERS. COOLING MODE: SYSTEM MUST BE ABLE TO MAINTAIN 75°WHEN OUTSIDE f � }- IMPROVEMENTS NOT SCHEDULED FOR CLEARING WHICH MAY BE DAMAGED BY ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. AIR IS 100°F J W 13. NOTCHES IN EITHEREDGE OF STUDS SHALL NOT NE LOCATED IN THE MIDDLE ONE THIRD OF J �W Z CONSTRUCTION ACTIVITIES, THE STUD LENGTH, NOTCHES IN THE OUTER THIRDS OF THE STUD LENGTH SHALL NOT EXCEED 12. HEAT PUMPS AND AIR CONDITIONERS, IF USED, MUST BE SIZED ACCORDING Q 23. DO NOT BURN DEMOLISHED MATERIALS. 25%OF THE STUD DEPTH. BORED HOLES SHALL NOT EXCEED 4007o OF THE STUD DEPTH AND TO ACCA MANUAL J AND BE INSTALLED WITHIN A HALF TON OF THAT SIZE, CP 5. PROVIDE EROSION CONTROL DEVICES IF REQUIRED. THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8"TO THE EDGE OF THE STUD, NOTCHES 0 O G. REMOVE EXISTING PLANT MATERIALS TO BE DISTURBED BY EXTENT OF 24. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'5 PROPERTY AND AND HOLES SHALL NOT OCCUR IN THE SAME CROSS SECTION, 13, HEAT PUMPS AND AIR CONDITIONERS MUST HAVE A SEER RATING OF AT �A 66262' �� 11 CONSTTRANSRUCTION OWNER'S DIRECTION.SE OF OR LEGALLY DEMOLITION OPERATION. 14. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS, LEAST 14 AND A HEATING 5EA50N PERFORMANCE FACTOR OF AT LEAST 8.2. RoFES SkoNP 14, ALL JOINTS IN THE AIR DISTRIBUTION SYSTEM SHALL BE SEALED WITH DUCT 7. CONSULT WITH OWNER FOR ANY PROPOSED IRRIGATION SYSTEM, OR CONCRETE NOTES 1 5. ALL STUDS,JOIST, AND RAFTERS SHALL HAVE FULL BEARING AT PLATES. BEARING SHALL MASTIC AND FIBERGLASS MESH OR AN ADVANCED ENERGY-APPROVED W MODIFICATION OF EXISTING SYSTEMS. NOT BE LESS THAN 3 1/2". EQUIVALENT. ) ALL CONCRETE 5LABS,FOOTING5 AND CAISSONS SHALL DEVELOP -J 8. SITE PLAN INFORMATION INCLUDING ANY TOPOGRAPHIC ELEVATIONS WERE 3,000P5I IN 28 DAYS. I G. PROVIDE SOLID ROOF DIAPHRAGM BRACING AT PANEL EDGE5 PERPENDICULAR TO FLOOR 15. TOTAL DUCT LEAKAGE MEASURED IN CUBIC FEET PER MINUTE AT 25PA SHALL TAKEN FROM SURVEY OF THE PROPERTY. SEE DRAWINGS FOR SURVEY DATE AND FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING, SPACED A MAXIMUM OF 4'-0"O.C. BE 1E55 THAN 3% OF THE CONDITIONED FLOOR AREA. (I.E. IF THE HOUSE HAS ~ PREPARER INFORMATION 2) ALL CONCRETE FORMWORK SHALL BE TIED AND BRACED TO FORM TRUE 1000 SQUARE FEET OF CONDITIONED SPACE,THERE SHALL BE NO MORE THAN LINES,SQUARE CORNERS AND PLUMB WALLS. 17, FOR RENOVATIONS,EXPOSE EX15TING FRAMING(IF ANY)AND NOTIFY ARCHITECT PRIOR TO 30 CFM OF DUCT LEAKAGE WHEN TESTED)TESTED AIRFLOW MUST BE WITHIN 9. SEED OR SOD AREAS DISTURBED BY CONSTRUCTION. RESTORE(AWNS AS INSTALLATION OF NEW FRAMING TO CLARIFY AND CONFIRM DESIGN INTENT AND CALL OUT ANY 10%OF THE DESIGNED AIRFLOW. I� V i wJ I O N S W 3) REINFORCING BARS SHALL CONFORM TO ASTM AG25 - MIN,YIELD EXISTING STRUCTURAL STRE55 OR MOISTURE DAMAGE. [� REQUIRED. 5TRES5 40,K5I IG. HEATING EQUIPMENT SHALL BE(GAS/OIL) FIRED HIGH EFFICIENCY APPROVED E 10. CONSULT WITH OWNER FOR LANDSCAPING PLAN, PROPOSED PLANTING 18. ALL FRAMING LUMBER TO BE HEM FIR#2 OR BETTER, UNLESS NOTED OTHERWISE, NEW BY THE ARCHITECT Q SELECTIONS, AND PLANTING BED FINISHES. 4) WWF SHALL BE G X G - 10/10 CONFORMING TO ASTM 185 STUDS AND PLATE5 TO BE SPF STUD GRADE OR BETTER.. JOISTS AND RAFTERS SHALL BE STRESS GRADED# 17, DOMESTIC HOT WATER STORAGE, IF APPLICABLE, SHALL BE INDEPENDENT REV REVISION DATE 1 1. THE DRAWINGS INDICATE GENERAL PROVISIONS FOR DRAINING RAINWATER 5) NO COLD JOINTS IN CONCRETE ADEQUATELY VIBRATE TO PREVENT AIR STORAGE FOR HOT WATER HEATED BY THE MAIN BOILER. I.E. 5UPER-5TOR, OR FROM THE SITE AND ROOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROOF POCKETS AND HONEYCOMB EFFECT, 19. PROVIDE PRESSURE TREATED FRAMING LUMBER (ACQ)WHEN IN CONTACT WITH CONCRETE APPROVED EQUAL W WALLS, SLABS, OR MA50NRY DRAINAGE AND FINAL GRADING, INCLUDING PAVEMENT AND LAWN AREAS SO THAT WATER EITHER RUNS AWAY FROM STRUCTURES NATURALLY OR IS PIPED TO G) DO NOT POUR CONCRETE SUBJECT TO FREEZING CONDITIONS 20, ALL FASTENERS, STRAPS, AND HANGERS USED IN FRAMING SHALL BE HOT DIPPED 18. ALL CONTRACTOR ELECTRICAL WIRING SHALL BE INSTALLED BY A LICENSED ELECTRICAL DAYLIGHT OR STORM DRAINAGE. GALVANIZED. VERIFY THAT GALVANIZATION AND COATINGS FOR FASTENERS, STRAPS, AND 12. COMPLETELY CONTROL AND REMOVE ALL DEMOLITION DEBRIS, SCRAPS 4� HANGERS ARE 51JITA5LE FOR USE WITH SURROUNDING MATERIALS. USE COMPATIBLE METALS ELECTRICAL NOTES -GENERAL 0.- DUST. METALS WHEN APPLICABLE. z FOUNDATION NOTES 2 I. PROVIDE TERMITE SHIELD AND CLOSED CELL FOAM SILL SEAL AT SILL PLATE. INSTALL 1. LAYOUT AND MARK ALL ELECTRICAL DEVICES(LIGHT FIXTURES, I. SHOP DRAWINGS REQUIRED FOR ALL STRUCTURAL STEEL, RAILINGS AND SWITCHES, RECEPTACLES, ETC.) BEFORE SETTING ANY ELECTRICAL BOXES Q STAIRS ACCORDING TO MANUFACTURERS RECOMMENDATIONS. SILL PLATES SHALL HAVE FULL BEARING OR RUNNING OF ANY WIRING. GENERAL CONTRACTOR TO SCHEDULE WALK 1, FOUNDATION DESIGN BASED ON SOIL BEARING CAPACITY OF 3000 P5F. IF ON THE FOUNDATION SYSTEM. NOT ACHIEVED DURING EXCAVATION, NOTIFY ARCHITECT PRIOR TO COMPLETING ROOF AND WALL SHEATHING SHALL BE APA GRADED CDX THROUGH AND REVIEW WITH OWNER, FOR OWNERS APPROVAL, BEFORE LLJ 2. STRUCTURAL STEEL SHALL CONFORM TO ASTM SPEC A50, EXCEPT FOR PROCEEDING. WALK THROUGH TO INCLUDE LOCATING SPECIAL WIRING WORK. PIPE COLUMNS WHICH SHALL CONFORM TO A5TM SPEC A 53 INCLUDING, PHONE JACKS, DATA-CATG , T.V. HOOK-UPS,AND STEREO AND CD 22, MATERIALS: ALARM WIRING. R/ 2. CONCRETE SMALL HAVE A COMPRESSIVE STRENGTH OF 3000PSI. 3. METAL DECKING SHALL BE 20 GAGE U.O.N. EXTERIOR SIDING SHALL BE CLEAR CEDAR U.O.N, EXTERIOR TRIM BOARD5 SHALL BE CLEAR CEDAR U.O.N. 2. PROVIDE A O 3. PROVIDE 5/8"ANCHOR BOLTS EMBEDDED A MINIMUM OF 7" IN POURED 4. HAND RAIL SUPPLIED BY GENERAL CONTRACTOR AND VERIFIED IN FIELD. EXTERIOR DECKING SHALL BALL POWER AND LIGHTING CIRCUITS A5 REQUIRED BY CODE E IPE U.O.N. AND PROVIDE LL ACCURATE LABELED PANEL BOXES)AT COMPLETION OF CONCRETE OR A MINIMUM OF 15" IN MASONRY BLOCK. SPACING FOR ONE EXTERIOR RAILINGS SHALL BE STAINLESS STEEL CABLE U,O,N. PROJECT. STORY STRUCTURES SHALL BE 72"O.C. SPACING FOR TWO STORY STP.UCTURE5 5. STEEL STAIR TO BE FIELD VERIFIED PRIOR TO FABRICATION. INTERIOR WOOD TRIM SHALL BE PRIMED FINGER JOINT U.O.N. LLJ SHALL BE 3G"O.C. PROVIDE ANCHOR BOLTS WITHIN 1 2"OF CORNERS AND INTERIOR RAILINGS SHALL BE GLASS U,O.N, 3. CONTRACTOR TO BE RESPONSIBLE FOR ALL ELECTRICAL WORK. (L, BOARD ENDS. COORDINATE WITH FRAMING. COMBUSTION SAFETY WOOD FLOORING SHALL BE SOLID HARD WOOD U.O.N. CONTRACTOR TO SUPPLY TEMPORARY DROP POLE FOR CONSTRUCTION, IF O CLOSET SHELVING FURNITURE GRADE PLYWOOD U.O.N. NECESSARY. 4, MINIMUM FOOTING DEPTH TO BE 39" BELOW GRADE UNLESS NOTED, SEE 1. ANY GAS APPLIANCE, OTHER THAN OVENS, LOCATED INSIDE THE U DRAWINGS FOR FOOTING SIZE AND REINFORCING DETAILS. 23. ALL PARTITION WALLS ON THE FIRST FLOOR MUST BE SET ON DOUBLE FLOOR JOISTS, ALL CONDITIONED SPACE MUST BE DIRECT VENT OR POWER VENTED. 4. G.F.I. CIRCUITS TO BE USED IN BATHROOMS AND KITCHEN AND OTHER W STAIR OPENING MUST BE PROPERLY DOUBLE STUD FRAMED AND POSTED. LOCATIONS REQUIRED BY GOVERNING CODES OR AS INDICATED ON 5, ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, CONTACT ARCHITECT IF 2. ONE HARD-WIRED CARBON MONOXIDE(CO) DETECTOR SHALL BE ELECTRICAL PLAN. OTHER CONDITIONS ARE PRESENT. INSTALLED PER 1,000 5Q. FEET OF LIVING SPACE(MINIMUM I PER FLOOR) 24. ALL SOLID WOOD FRAMING 201 MUST BE PERFORM! D IN ACCORDANCE WITH THE NY STATE PROJECT � IN ALL HOUSES WITH ANY COMBUSTION APPLIANCE OR ATTACHED GARAGE. WOOD FRAMING CODE OF 201 5 AND OR WEYERHAEUSER SPECIFICATION MANUALS TJ 9000 5. PROVIDE LINE VOLTAGE SMOKE DETECTORS AS REQUIRED BY G. DO NOT BACKFILL FOUNDATION UNTIL FLOOR DIAPHRAGM HAS BEEN FULLY AND TJ 4000 IF ENGINEERED LUMBER IS CHOSEN. CODE, W INSTALLED. THERMAL AND MOISTURE PROTECTION PLUMBING NOTES: U G. TYPICAL SWITCH LOCATION P-O" FROM OPENING WHEREVER POSSIBLE, 7. KEY ALL FOUNDATION WALLS TO FOOTINGS. 1. SEE WALL SCHEDULE FOR INSULATION VALUES AND TYPES I. PROVIDE AND INSTALL ALL PLUMBING FIXTURES AND FITTINGS SHOWN ON THE TYPICAL SWITCH HEIGHTS AT 48"TO CENTER UNLESS NOTED OTHERWISE. C) 8. PROTECT ANY DAMP PROOFING AND INSULATION DURING BACKFILL PLUMBING SCHEDULE, TO COLOR-SELECTED BY ARCHITECT TYPE LEVITON DESIGNER SERIES. VERIFY AREAS 2. FIBER GLA55 BATT INSULATION SHALL BE MFG'D BDI Y OWEN5 CORNING, JOHNS BE O OPERATIONS. MANVILLE OR APPROVED EQUAL. FORMALDEHYDE FREE ONLY THERMAL AND 2. HOT AND COLD WATER SUPPLY TO BE COPPER PIPING. INSULATE ALL COLD DIMMED, W MASONRY NOTES ACOUSTICAL INSULATION AND CIRCULATING DOMESTIC HOT WATER SUPPLY PIPING WITH FOAM TYPE JACKET 7. TYPICAL DUPLEX POWER OUTLETS HEIGHTS AT 12"A.F.F, TO CENTER UNLESS INSULATION. OTHEPWI5E NOTED ON THE DRAWINGS. IR/ I. STUCCO SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED 3. RIGID INSULATION SHALL BE RATED FOR GROUND CONTACT 2, IN THE RATIO OF 1 PART CEMENT,I PART LIME PUTTY, AND G PARTS 3. PEX PIPING IS AN ACCEPTABLE ALTERNATE 8, THERMOSTAT AND SPECIAL CONTROL DEVICES HEIGHTS AT GO"TO LLJ 3. SAND, ALL STUCCO SHALL BE APPLIED TO CLEAN, MOIST 4. SPRAY FOAM INSULATION (ICYNEINE) INSTALLED BY A ICYNENE INC. CERTIFIED CENTER. 4. CONCRETE AND MASONRY SURFACES. CONTRACTOR/INSTALLER, CONFORM TO ALL MFG. SPECIFICATIONS FOR 4. WASTE LINES IN WALLS BETWEEN FLOOR5, AND WITHIN CEILING AND FLOOR INSTALLATION OF SPRAY FOAM PRODUCTS FRAMING SHALL BE CAST IRON OTHER WA5TELINES MAY BE CAST IRON OR PVC. 9. TELEPHONE-PROVIDE 4 PAIR WIRING TO EACH JACK LOCATION, HOME O 5. GROUT SHALL BE OF FLUID CON515TFNCY AND MIXED IN THE ALWAYS CONSIDER AND CONTROL WASTE PIPING NOISE. G. RATIO BY VOLUME OF ONE PART CEMENT, THREE PARTS SAND 5. ALL FLASHING TO 24 GA. METAL GALVANIZED OR PAINTED ACCORDING TO RUN TO PHONE PANEL. (LOCATION TO BE DETERMINED WITH OWNER) FOR z SCHEDULE GRAVEL STOPS AND BEAM CAPS TO BE 22 GA, 5. VENT PIPING MAY BE PVC PAINT EXTERIOR ROOF VENT 5TACKS FLAT BLACK CONNECTION TO TELEPHONE COMPANY SERVICE. CLIENT USE NEOPRENE FLASHING COLLARS. 1 1. THE ELECTRICAL DRAWINGS SHOW SPECIAL SWITCHING, POWER AND 8. MASONRY UNITS SHALL BE STANDARD HOLLOW CORE UNITS G. FOUNDATION TO BE WATERPROOFED WITH THUROSEAL OR APPROVED EQUAL LIGHTING ONLY, MINIMUM ELECTRICAL PROVISIONS REQUIRED BY CODE Q 7. AND 2 PARTS PEA GRAVEL. SEALANTS PROVIDE PROPER SEALANTS FOR EACH APPLICATION. IF SEALANT TYPE IS G. ALL SOLDER CONNECTIONS TO BE MADE WITH LEAD FREE SOLDER. PROVIDE AND REGULATION SHALL BE BY THE CONTRACTOR. VERIFY LOCATION OF 9, HORIZONTAL REINFORCING SHALL BE STANDARD DUR-O-WALL NOT INDICATED OR OBVIOUS, VERIFY TYPE WITH ARCHITECT PRIOR TO APPLICATION. AFFIDAVIT FROM PLUMBER CERTIFYING LEAD FREE SODER HAS BEEN USED IN SWITCHES AND RECEPTACLES WITH OWNER PRIOR TO INSTALLATION. 10, VERTICAL REINFORCING SHALL BE A5TM SPEC A-G 15 7. PROVIDE FIRE-STOPPING AT ALL RATED PARTITIONS,FLOORS AND CEILINGS, ACCORDANCE WITH ALL LOCAL REGULATIONS. TELEPHONE, DATA, AND CABLE TV OUTLETS SHALL BE ADJUSTED AS DIRECTED BY OWNER, BUT MUST COMPLY TO ALL CODES 3265 Park Ave. ZQ 1 1. JOINT TREATMENT SHALL BE TOOLED MORTAR JOINTS 7. A, PROVIDE ALL REQUIRED ANGLE STOPS, ESCUTCHEON PLATES, RISERS, ETC, 70 COMPLETE INSTALLATION OF PLUMBING FIXTURES AND FITTINGS. CONTRACTOR Mattituck APPLIANCES AND EQUIPMENT NOTES: I C DECORATIVE LIGHTING FIXTURE SELECTION (NOT SHOWN ON LIGHTING NY 12. BRACE ALL WALLS UNTIL SECURELY TIED TO THE STRUCTURE. TO COORDINATE WITH OWNER/ARCHITECT FOR FINISHES AND INSTALLATION, SEE SCHEDULE) � 1. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS TO INSTALL EQUIPMENT SCHEDULE FOR FIXTURETYPE AND LOCATION, SHALL BE BY OWNER. INSTALLATION SHALL BE BY CONTRACTOR, SEE ELECTRICAL [D GENERAL STRUCTURAL NOTES SHOWN, NOTED AND SPECIFIED IN THESE DOCUMENTS. 8. PLUMBER TO VERFY SIZES AND CAPACITIES OF ALL PIPING FOR INTENDED DRAWINGS. 1. STRUCTURE DESIGNED FOR THE MINIMUM LIVE LOADS 2, PROVIDE SHOP DRAWINGS FOR ALL CABINETS AND BUILT-IN FURNITURE. SPECIFY USE. REQUIRED BY NEW YORK RESIDENTIAL CODE FOR ONE AND NO FORMALDEHYDE 9. PROVIDE ALL REQUIRED TRAPS, CLEANOUTS, AND VENTS FOR INTENDED USE. Z TWO FAMILY RESIDENTIAL BUILDINGS, OR THE BUILDING VERIFY LOCATIONS AND CLEARANCES WITH CONTRACTOR TO INSURE Q CODE OF NEW YORK STATE, FOR ALL OTHER BUILDINGS, ANY 3. INDOOR RE-CYCLE BINS -PROVIDE/VERIFY ROLLOUTS OR REVOLVING BINS TO COORDINATION OF EFFORTS WITH OTHER TRADES. INCREASE IN LOADS DUE TO CHANGE IN FUNCTION, SEPARATE TRAYS INTO A MINIMUM OF TWO SEPARATE CONTAINERS BUILT INTO CONSTRUCTION MATERIALS, ETC.5HALL HAVE WRITTEN KITCHEN CABINETRY. 10. PROVIDE SHUT-OFF VALVES FOR BOTH HOT AND COLD WATER SUPPLIES AT APPROVAL FROM THE STRUCTURAL ENGINEER PRIOR TO ALL FIXTURES AND FITTIIJG5. PROCEEDING WITH CONSTRUCTION. 4. OUTDOOR RE-CYCIE BINS-PROVIDE CONTAINMENT AREA FOR 4-3OGAL TRASH = CONTAINERS IN A DESIGNATED ENCLOSED AREA PROTECTED FROM TAMPERING BY 1 1. PROVIDE LABELS FOR ALL PLUMBING VALVES EXCEPT UNDERCOUNTER SHUT H F F F 2. THE BASIC STABILITY OF THE STRUCTURE IS DEPENDENT ANIMALS. � � I L LT I N 1 O U UPON THE DIAPHRAGM ACTION OF FLOORS, WALLS AND OFF VALVES, H05E BIBS AND OTHER OBVIOUS EXPOSED VALVES. EX, "MAIN lL ROOF ACTING TOGETHER. PROVIDE ALL GUYS, BRACES, 5. APPLIANCES-VERIFY THAT SELECTED APPLIANCE5 ARE'GREENSPEC"AND OR WATER SUPPLY SHUT OFF." O STRUTS, ETC. REQUIRES TO ACCOMMODATE ALL LIVE, DEAD ENERGY STAR RATED AND SHALL COMPLY WITH TIER 2 REQUIREMENTS (MIN) OF THE 1 2, PROVIDE DRAIN DOWN VALVES FOR ALL OUTDOOR PLUMBING. AND WIND LOADS UNTIL FINAL CONNECTIONS BETWEEN CONSORTIUM OF ENERGY EFFICIENCY(GREE) GENERAL NOTES THESE ELEMENTS ARE MADE. FINISHES 13, PROVIDE AND COORDINATE WITH OWNER, THE LOCATION OF EXTERIOR HOSE w BIBS (MIN OF 2)WHETH=R SHOWN ON DRAWINGS OR NOT, LLl DEMOLITION NOTES 1. SEE WALL SCHEDULE FOR GYPSUM TYPES 1. REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE 2. HI IMPACT GYP. BD. SHALL BE MFG'D BY NATIONAL GYPSUM HI-IMPACT XP VENTILATION 0 INDICATED TO BE REINSTALLED, SALVAGED, OR TO REMAIN THE OWNER5 MOLD RESISTANT GYP,BD. SHALL BE NATIONAL XP GYPSUM BOARD OR GEORGIA PACIFIC DENS 1. EACH BATHROOM MUST HAVE AN EXHAUST FAN THAT EXHAUSTS A MINIMUM PROPERTY. ARMOR PLUS PAPERLESS WALLBOARD OF 50 CFM DIRECTLY TO THE OUTSIDE. TH15 IS THE MEASURED FLOW A5 W 2. REMOVE AND SALVAGE: ITEMS INDICATED TO BE REMOVED AND INSTALLED, NOT THE RATED FLOW, SALVAGED REMAIN THE OWNER'S PROPERTY, REMOVE, CLEAN, AND PACK 3. FIRE RESISTANT GYP BOARD SHALL BE 5/8"TYPE XP = OR CRATE ITEMS TO PROTECT AGAINST DAMAGE, IDENTIFY CONTENTS OF 2. THERE MUST BEAM=CHANICAL FRESH AIR VENTILATION SYSTEM THAT BRINGS ~ CONTAINERS AND DELIVER TO OWNER'S DESIGNATED STORAGE AREA. 4. SCREW ATTACH ALL GYPSUM BOARD WITH SCREWS APPROVED FOR THE APPLICATION THE FOLLOWING AMOUNT OF FRESH AIR INTO THE NOME WHEN INSTALLED: (7.5 CFM)(NUMBEP.OF BEDRDOMS + 1) + (.01 CFM)(SQUARE FEET OF CONDITIONED 3. REMOVE EXISTING PLANT MATERIALS AND EITHER DISPOSE OF OR 5. USE LOW VOC JOINT COMPOUND - MURCO, M-100 JOINT COMPOUND OR APPROVED EQUAL SPACE) TRANSPLANT AT OWNER'S DIRECTION. U 3, THE FRESH AIR VENTILATION SYSTEM MUST INCLUDE A DAMPER AND FILTER. G. CERAMIC TILE AS SELECTED BY THE ARCHITECT SCALE. NA Z 4. REMOVE AND REINSTALL: REMOVE ITEMS INDICATED; CLEAN, SERVICE, FILTERS MUST BE ACCESSIBLE FROM THE CONDITIONED SPACE AND OTHERWISE PREPARE THEM FOR REU5E; STORE AND PROTECT 7. TILE BACKING SHALL BE DENS SHIELD DO NOT U5E'GREENBOARD'FOR TILE 4. FRESH AIR INTAKES I✓1UST BE INSTALLED AT LEAST 18 ABOVEINISHED GRADE F AGAINST DAMAGE. REINSTALL ITEMS IN LOCATIONS INDICATED. USE LOW VOC TILE ADHESIVE MANUFACTURED BY AME, '5AFECOAT-3 IN I , BOSTIK FINDLEY D-5 4. 12 ABOVE THE R00=DECK. THEY MUST ALSO BE AT LEAST I F FROM PREMIUM OR D-40 DURAFLEX THIN SET 5PLUMBING VENTS, CHIMNEYS, COMBUSTION APPLIANCE VENTS, DRYER VENT DRAWN 13y; F R C) DIFFER FROM THOSE ASSUMED ON THESE DOCUMENTS. 8. WOOD FLOORING AS INDICATED ON THE DRAWINGS AND SCHEDULES TERMINATIONS, AND EXHAUST FAN TERMINATIONS. G. EXISTING REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN RESILIENT FLOORING BY , SEE NOTES AND FINISH SCHEDULE 5. SOLID METAL, FLEXIELE METAL, OR LINED, INSULATED FLEXIBLE DUCT MAY BE AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. WHEN 9. CARPET BACKING/CUSHION SHALL BE NATURAL FIBER OF 100% RECYCLED FIBER CONTENT USED. PERMITTED BY THE ARCHITECT, ITEMS MAY BE REMOVED TO A SUITABLE, MFG'D BY RELIANCE, LEGGETT+k PLATT OR SHAW CONTRACT GROUP, ALL VENTILATION DUCTS IN UNCONDITIONED SPACES MUST BE INSULATED CHECKED BY• FR PROTECTED STORAGE LOCATION DURING SELECTIVE DEMOLITION AND CARPET AS MFG'D BE SEE NOTES AND FINISH SCHEDULE G. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF EXISTING THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS. F 10. USE ONLY ZERO OR LOW VOC FLOORING ADHESIVES BY CHICAGO ADHESIVE PROD, CO., HVAC AS REQUIRED FOR NEW CONSTRUCTION AND FOR DESIGN OF NEW SYSTEM. DATE 10/14/2018 7. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, JOHNSONIE, OR 51NAN CO 380 ALL PURPOSE ADHESIVE. VERIFY DESIGN WITH OWNER AND ARCHITECT, PROVIDE ARCHITECT WITH MARKED SALVAGED, REINSTALLED, OR OTHERWISE INDICATED TO REMAIN THE UP DRAWING SHOWING LOCATIONS OF ALL PROPOSED REGISTERS AND DUCT OWNER'S PROPERTY, DEMOLISHED MATERIALS SHALL BECOME THE I 1. INTERIOR PAINT SHALL BE LOW VOC LATEX BY AME, SNERWIN WILLIAMS, BENJAMIN MOORS, RUNS. CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM THE SITE WITH DUROH OR APPROVED EQUAL L FURTHER D15P051TION AT THE CONTRACTOR'S OPTION. 7. PROVIDE CUT SHEET FOR ALL PEG15TEFZ COVERS, THERMOSTAT CONTROLS, GENERAL NOTES 12. SELECTION OF PAINT COLORS SHALL BE BY OWNER/ARCHITECT, ALLOW FOR UP TO 4 AND GRILLES FOR ARCHITECT REVIEW. INDICATE, SIZE, FINISH, AND PROPOSED 8. PROVIDE PHOTOGRAPHS OR VIDEOTAPE, SUFFICIENTLY DETAILED, OF DIFFERENT COLORS IN THE PROJECT BEFORE UPCHARGE5 APPLY. LOCATION, Q EXISTING CONDITIONS OF ADJOINING CONSTRUCTION AND SITE 8. DUCTS, PLENUMS, A\ID FITTINGS SHOULD BE U GALVANIZED IMPROVEMENTS THAT MIGHT BE MISCONSTRUED AS DAMAGE CAUSED BY 13. INTERIOR WOOD STAIN SHALL BELOW VOC TUNG OIL OR STAIN MFG'D BY AME, OSMO, METAL, UCT BOARD, OR FLEXIBLE DUCT. BUI DINGONSTCAVT ESTED MAYONOT BE USED SAN _ 4 2019 SELECTIVE DEMOLITION OPERATIONS. WATER-BASE URETHANE, NATURAL VEGETABLE OK NUT OILS OR BEESWAX. AS A DUCT OR PLENUM'NITHOUT A SEALED DUCT BOARD OR METAL LINER. 9. IDENTIFY AND ACCURATELY LOCATE CAPPED UTILITIES AND OTHER 14. EXTERIOR PAINT SHALL BE MFG'D BY AMF SAFECOAT, BEST PAINT INC- DURACRYL,COHALAN g. RCCA MANUAL DUCT DESIGN OR EQUIVALENT REQUIRED; SUBSURFACE STRUCTURAL, ELECTRICAL, OR MECHANICAL CONDITIONS. CO. KEIM 51LICATE PAINT L 'A:< U 10. REGULATORY REQUIREMENTS: COMPLY WITH GOVERNING EPA 15. EXTERIOR STAINS BY AMF 5AFECOAT, ECO DESIGN/5I05HIELD PAINT CO., FUHR-ZVOC NOTIFICATION REGULATIONS BEFORE STARTING SELECTIVE DEMOLITION. WATEP.BASE, OR NATURESTAIN CO. R/ COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION, IG. EXTERIOR CLEAR FINISHES SHALL BE MFG'D BY UNITED FIL50NITE LABS -ZAR EXTERIOR POLYURETHANE,TIMBER UV WOOD FINISH O 1 1. OWNER AND ARCHITECT ASSUMES NO RESPONSIBILITY FOR ACTUAL U CONDITION OF BUILDINGS TO BE SELECTIVELY DEMOLISHED, 17. VANITY TOPS, ETC, TBS BY OWNEPANT. DESIGNER. �— RAFTER TIES @ I G" O.C. COVER W/ROOF SHINGLE MODETIES -- CONTINUOUS RIDGE VENT COBRA RIDGE CAP Chrl5tlan Tabct , E � 12"� RIDGE VENT OR EQUAL ROOF RAFTERS - MIN 4) 10-D NAILS {L (1INSTALL AS PER 5/8 GYPSUM BOARD MANUF'S Q e / INSTRUCTIONS RAFTER CONNECTOR on5f Iti ng Eng i neer Z � %p LTN/GT ARCHITECTURAL SHINGLES @ I G"O.C. HORIZONTAL SIDING C0 SHINGLES OVER# 1 5 ROOFING F;IDGE p o 12" RAFTER TIES @ I G" O.C. FELT OVER 1/2"THK(CDX.) o DBL. TOP PLATE o o MODEL'C520' PLYWOOD o MIN (14) 10-D NAILS ( FELT OR HOUSEWRA ALL JOI NTS TO BE O o !" MIN. AIRS TAPED *SEALED W p O 0 5/8"CDX PLYWOOD SHEATHING Lu w Tit R-19 13ATT INSULATIONPhone: 631 -267-2490 RIDGE BOARD OR BEAM OR ROOF RA ROOF RAFTERS(SE NS (SEE PLANS) D LUMBERCENTERSNAL 1 G" (KRAFT FACED} FOR SIZE+k SPACING) ---� 2"x G"STUDS @ 16"O. W WHERE STUDS DO NOT ALIGN W/RAFTERS Email : H INSTALL ICE AND WATER SHIELD AT EAVES, VALLEYS, INTERSECTIONS OF ROOF AND WALL O AND ENTIRE ROOFS WHERE SLOPE 15 LE55 THAN 4112 catabet.pe@gmail.com = RAFTER-TO-RAFTER CONNECTION TYP, @ EACH RAFTER TYP. RIDGE VENT DETAIL RAFTER TIE DETAILS TYP. @ EACH RAFTER TYPICAL FLOOR JOISTS SPACING AND METAL TYPICAL EXTERIOR WALL CONSTRUCTION � I I MODEL'C520'13Y 51MP50N STRONG TIES MODEL'LT5'BY 51MP50N STRONG TIES CROSS BRACING W Q TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL NAILING SCHEDULE JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING / USE EVERY OTHER NAIL HOLECOMMON NAILS BOX NAILSr O� (L ROOF RAFTERS IN A ROW TO PROVIDE THE C� CODE-REQUIRED MINIMUM END ROOF FRAMING (ANA T W RAFTER CONNECTOR CENTER-TO CEN LENGTH T_ - ° MIN (14) 10-D NAILS SPACING FOR NAILS RAFTER TO TOP PLATE(TOE-NAILED) (TABLE 3.4A) 3-8D 3-1 OD PER RAFTER MIN (14) 10-D NAILS EA. Q ° I CEILING J015T TO TOP PLATE(TOE-NAILED)(TABLE 3.4A) 3-8D 3-10D PER JOIST cr DBL.TOP PLATE Lu Z °• WALL STUD . 3G"-4 " CEILING JOIST TO PARALLEL RAFTER{FACE-NAILED) (TABLE 3.9A) 6-IGD 40D EACH LAP , 1Lu ° ( BASE PLATE CLEAR GTH CEILING J015T TO LAPS OVER PARTITIONS (FACE-NAILED) (TABLE 3.9A) G-IGD 40D EACH LAP J N� 0 Q SPAN COLLAR TIE TO RAFTER(FACE-NAILED) (TABLE 3.GA) 3-8D 3_10D PER TIE � O S66262 GALV. MEATL STRAP BLOCKING TO RAFTER(TOE-NAILED) 2-8D 2-10D EACH END ES SIoN Q @ 1 G" O.C. RIM BOARD TO RAFTER(END-NAILED) 2-1 GD 3-IGD EACH END Lu MODEL'C520' N —1 RIM JOIST WALL FRAMING �' .' °• TOP PLATE TO TOP PLATE(FACED NAILED) 2-IGD 2-IGD PER FOOT DBL TOP PLATE 12' END 1 TOP PLATES AT INTER5ECTI ON5(FACE-NAI LED) 4-1 GD 5-1 GD JOINTS EACH SIDE REV1510 N 1L! •° I °' LENGTH STUD TO STUD(FACE NAILED m PROVIDE MINIMUM 1° ) 2-IGD 2-1 GD 24" O.C. 5 END DISTANCE HEADER TO HEADER(FACE-NAILED) IGD IGD 16" O.C. ALONG EDGES Q m° EQUAL NUMBER OF TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 GD 2-40D PER STUD SPECIFIED NAILS BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-IGD 2-40D PER FOOT REV REVISION DATE LLJ IN EACH END ENDJOI5T, OR BLOCKING(FACE-NAILED) Q RAFTER TIE DETAILS TYP. @ EACH RAFTER —77 STUD TO PLATE TO RIM J015T TO TOP PLATE TO STUD FLOOR FRAMING MODEL'MT530'BY 51 MP50N STRONG TIES CONNECTION @ I G" O.C. LL 7 JOIST TO SILL, TOP PLATE OF GIRDER(TOE-NAILED) 4-8D 4-1 OD PER J015T MODEL'BP'BY 51MP50N STRONG TIES Q "SIMPSON" HDQS 2-1 Gd COMMON BRIDGING TO J015T(TOE-NAILED) 2-8D 2-I0D EACH END BLOCKING TO J015T(TOE-NAILED) 2-8D 2-10D EACH END 2 "5IMP5ON"PHDG NAILS @ G"o.c. BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-IGD 4-IGD EACH BLOCK LLjFOR FULL LENGTH n OF STUD LEDGER STRIP TO BEAM (FACE-NAILED) 3-1 GD 4-1 GD EACH JOIST D/ PLATES JOIST ON LEDGER TO BEAM (TOE-NAI LED) 3-8D 3-10D PER J015T Q BAND JOIST TO JOIST(END-NAILED) 3-1 GD 4-1 GD PER JOIST Q BLOCKING @ < BAND J015T TO SILL OF TOP PLATE(TOE-NAILED) 2-1 GD 3-1 GD PER FOOT W END WALL ROOF SHEATHING 0 DIAGONAL BOARD SHEATHINGLu STRUCTURAL PANELS8-D IOD G"EDGE/!2"FIELD I"XG" OR I"X811 2-8D 2-1 OD PER SUPPORT > I"X 10"OR WIDER 3-8D 3-I0D PER SUPPORT o W � CEILING SHEATHING PROJECT HEADER 12 GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/10"FIELD Q151MP5ON"HDQ8 Q "SIMPSON"PHD WALL SHEATHING �/ NOTE: (L 1. SHEATHING A5 PART OF 5HEARWAH SEGMENT(5W.5) STRUCTURAL PANELS 8D IOD G" EDGE/12"FIELD Lu WHERE NOTED ON FLOOR PLAN, SHALL BE CONTINUOUS FIBERBOARD PANELS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT MIN (14) 1 O D NAILS ;_ I 7/1 G GD -- 3" EDGE/G"FIELD W JOINTS. 8d COMMON NAILS (@ G"o.c. EDGE t FIELD 25/32" SD -- 3"EDGE/G"FIELD fel 2, HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF "'^i [-- STRUCTURE UNLESS OTHERWISE NOTED, JACK STUD GYPSUM WALLBOARD 5D COOLERS 5D COOIER5 7" EDGE/10" FIELD Q 3. SEE CONSTRUCTION DETAIL(NAILING AND STRAPPING) Z +k DETAIL(HOLDOWN �CONN). KING STUD HARDBOARD 8D 8D G"EDGE!1 2"FIELD PARTICLEBOARD PANELS 8D 8D (SEE MANUF.) CLIENT QGALV. METAL TIE-DOWN AT CORNER OF STRUCTURE DIAGONAL BOARD SHEATHING 8 GALV. METAL TIE DOWN W/IN 32"OF CORNER OF STRUCTURE I"X011 OR 1"X811 2-8D 3-10D PER SUPPORT Q MODEL'HDQ8/PHDG' BY SIMPSON STRONG TIES %%, , ✓ MODEL'HTT22' BY 51MP50N STRONG TIES I"X 10" OR WIDER 3-8D 3-10D PER SUPPORT 3265 Park Ave. Z RR905.2.5 FASTENERS. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, 5TAINLE55 STEEL, ALUMINUM OR COPPER ROOFING NAILS, --- - ' FLOO RSHE T I A H NG I Q MINIMUM 12 GAGE [0,105 INCH (2,G7 mm)] Mattituck, NY }- SHANK WITH A MINIMUM 3/8-INCH (9.5 mm) DIAMETER HEAD, ASTM F 1 GG7, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A STRUCTURAL PANELS m MINIMUM OF 3/4 INCH (19.1 mm) INTO THE ROOF SHEATHING. I"OR LE55 8D IOD G" EDGE/l 2"FIELD WHERE THE ROOF SHEATHING 15 LESS THAN 3/4 INCH (19.1 mm)THICK, THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. FASTENERS SHALL Q COMPLY WITH ASTM F 1 GG7. GREATER THAN I' IOD IGD G"EDGE/G"FIELD I Z RR905.2.G ATTACHMENT. ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER. FOR NORMAL DIAGONAL BOARD SHEATHING Q APPLICATION, ASPHALT SHINGLES SHALL BE SECURED TO THE I"XG"OR I"X811 2-8D 3-1 OD PER SUPPORT ROOF WITH NOT LE55 THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. WHERE THE ROOF SLOPE EXCEEDS 20 I"X 10" OR WIDER 3-8D 3-1 OD PER SUPPORT ~ UNITS VERTICAL IN 12 UNITS HORIZONTAL (V (20:12), SPECIAL METHODS OF FASTENING ARE REQUIRED. 1, NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED G INCHES ON-CENTER AT THE = EXCEPTION: ASPHALT STRIP SHINIGLE5 SHALL HAVE A MINIMUM OF 51X FASTENERS PER SHINGLE WHERE THE ROOF 15 IN ONE OF THE FOLLOWING PANEL EDGE. IF WALL SHEATHING 15 NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN U CATEGORIES: 1. THE BASIC WIND SPEED PER FIGURE RK301.2(4) HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE 15 1 10 MILES PER HOUR(1 77 krn/h) OR GREATER AND THE SAVE 15 20 FEET 2. THE BA51C WIND SPEED PER FIGURE RR301.2(4) I5 120 MILES PER DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN 5 N E ET I N EO u- HOUR(I e,3 km/h) OR GREATER. :3. SPECIAL WIND ZONES PER FIGURE THE LOAD PATH, Q RR301.2(4) (GO9G mm) OR HIGHER ABOVE GRADE. 2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF E NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I GD NAIL PER FOOT. STRAPPING DETAILS �v W 3, CORROSION RE515TANT I I GAGE ROOFING NAILS AND I G GAGE STAPLES ARE PERMITTED, CHECK 0— FASTENERS FOR ASPHALT ROOF SHINGLES IBC FOR ADDITIONAL REQUIREMENTS. 0 10 n L USE LIVE LOAD DEAD LOAD STRUCTURAL MEMBER ALLOWABLE DEFLECTION I"x°3"VINYL COATED WD. CA51NING PqN� ~ (TO BE REPLACED OR REPAIRED AFTER EACH INSTALLATION) /D WjOT EXTERIOR BALCONIES GO psf 10 psf RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WITH L/180 FASTENING SCHEDULE B NO FINISHED CEILING ATTACHED TO RAFTERS S ROUGH OPENING FRAMING REQUIREMENTS FOR MNDOW OPENING DECKS 40 psf 10 psf U� (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION) z 111x.2"WOOD SPACER " ' PASSENGER VEHICLE GARAGES 50 psf as per plan INTERIOR WALLS AND PARTITIONS H/180 SCALE. NA PREDRILLED FASTENING HOLES @ 9" O.C. °�, 'n ROUGH OPNS NOTATION A B C D E F ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITC ) 10 psf 10 rsf FLOORS AND PLASTERED CEILINGS U3G0 °� II = A ATTICS WITH STORAGE(ROOF ABOVE 3 PITCH) 20 sf 10 sf ALL OTHER STRUCTURAL MEMBERS U240 D PAWN BY; FR ► 2-02 (1) 2x4 I I 1 1 p p = w 4'-0" 4 (1) 2"x4" 2 2 2 2 ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/3GO " = p G (2) 211x4"or(I) 211x0 3 3 3 3 SLEEPING ROOMS 30 psf 10 rsf EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHE U240 a CHECKED BY; FR I/2"CDX PLYWOOD STRUCTURAL STORM PANEL z B E 8'-O" 8 (2) 211x4"or(I) 211x0' 3 3 3 3 STAIRS 40 psf 10 psf EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISH S U 120 a Oo C 10'-0" !O (2) 211x0" 4 4 4 4 DATE 10/14/2018 z 12'-0" 12 (2) 2"xG" 5 4 5 4 GUARDRAILS AND HANDRAILS 200 lbs 10 Psf NOTE: L=SPAN I�NGTH, H=SPAN HEIGHT ROOF LOADING (LIVE = GROUND SNOW LOAD AD U5TMpNT5 12 psf for attic a THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE A- NUMBER OF 8d NAILS @ EA, END OF STRAPPINGS (TABLE 3,7, P. 157) (TABLE GA P. 3 I G) AS PER FIGURE R30 1.2(5) OF THE RESIDENTIAL )5 psf for cath COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE DETAINING F B-NUMBER OF SILL STUDS (ON FLAT) (DOES NOT APPLY TO DOORS) (TABLE 3°23B, P.193} CODE OF NEW YORK STATE DEFLECTION LIMITS HEREIN, PREDRII I ED FASTENING HOLES @ 9"O,C, MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS Q C- NUMBER OF FULL HEIGHT KING STUDS @ EA. SIDE OF HEADER(TABLE 3.23C, P.193) U D- NUMBER OF I Gd NAILS. END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER 1 {REFER WOOD CASING @ EA. 51DE(TABLE 3.7, P. 1 57) GA P. 3 1 G) TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEW YORK STATE) JAN - 4 2019 (TABLE E- NUMBER OF JACK STUDS @ EA. END OF HEADERS (TABLE 3.221, P.19 1) A55UME DBL. HDR. F- NUMBER OF I Gd NAILS END-NAILED THOUGH ADJACENT JACK STUDS TO END OF 51LL(5) @ EA. SIDE (DOES NOT APPLY TO DOORS)(TABLE 3.8, P. 1 57) *.(TABLE GA PAGE 3 1 G) ry TYPICAL HIGH WIND W NDOW PROTECTION FOR NEW WINDOWS NAILING t STRAPPING @ EXTERIOR WINDOW/DOOR HEADER Q II 12 U GENERAL NOTES P,905.2,7.1 ICE PROTECTION: ICE BARRIER REQUIREMENTS PER TABLE R301.20), IF APPLICABLE: I- 2015 IBC and 2016 NYS SUPPLEMENT: ONE AND TWO FAMILY DWELLINGS 8323.3 FASTENERS FOR PRESSURE TREATED WOOD: HOT-DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICONE INSTALL PER Chrl5tlan Ta bet , fi . E . 830!.2.1.1 WIND DESIGN CRITERIA: THE STRUCTURE, STRUCTURAL CONNECTIONS AND FRAMING BRONZE OR COPPER OR I/2" DIAMETER STEEL BOLTS. MANUFACTURER'S SPECIFICATIONS A7 ALL EAVES TO A POINT A7 LEAST 24" INSIDE EXTERIOR NAILING SCHEDULE N- SYSTEMS HAVE BEEN DESIGNED TO RESIST HORIZONTAL LOADS ASSOCIATED WITH 120 WALL O MPH WIND LOADS FOR EXPOSURE B IN ACCORDANCE WITH MANUAL(ASCE 7) "MINIMUM R401.4 FOOTINGS: SHALL BEAR ON UNDISTURBED INORGANIC SAND, GRAVEL CLA-95 GW, GP, SOIL WITH A LINE AND AT ALL VALLEYS. CONNECTION FASTENING TYPE DF51GN LOADS FOR BUILDINGS AND OTHER STRUCTURES". WIND LOADS ARE RESISTED MINIMUM 1.JOIST TO SILL OR GIRDER 3-8d TOENAIL Con5dtincj Engneer z 8905.2.7,2 UNDERLAYMENT: INSTALL UNDERLAYMENT WITH CORROSION RESISTANT FASTENERS PER O BY EXTERIOR PLYMOOD SHEATHING AND INTERIOR WOOD STUD WALLS WITH GYPSUM BEARING CAPACITY OF 3000 PSF MEETING THE REQUIREMENTS OF SEISMIC SITE CLASS D OR BETTER PER TABLE 2. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-8d TOENAIL BOARD. SEE WALL DETAILS FOR NAILING AND CONNECTORS. I G 1 5.1 1 OF NYS BUILDING CODE. FOOTINGS MAY AL50 BEAR ON ROCK OF APPROVED COMPACTED FILL PLACE IN 3G" MANUFACTURER'S SPECIFICATIONS APPLIED ALONG THE OVERLAP NOT FARTHER APART THAN 3.SOLE PLATE TO JOIST OR BLOCKING 3-1 Gd at 16"O.C. FACE NAIL 8" 4.STUD TO TOP PLATE 3-8d OR 2-1 1 Gd TOENAIL (n TABLE 8301,2(2) O.C.DOOR AND WINDOW REQUIRED DESIGN VALUES: MAXIMUM LIFTS. IN AREAS LIKELY TO HAVE EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER UNKNOWN 501L 5.STUD TO SOLE PLATE 3-8d OR 2-1 6d TOENAIL CHARACTERISTICS, A SOIL TEST BY A APPROVED AGENCY SHALL BE PERFORMED TO DETERMINE THE SOIL'S ALL EXTERIOR WINDOWS AND DOORS SHALL MEET MINIMUM WIND PRESSURES IN POUNDS PER CHARACTERISTICS A7 A PARTICULAR LOCATION. R905.9 BUILT-UP ROOFS: MINIMUM SLOPE 1/4"PER FOOT(2%) FOR DRAINAGE. G. DOUBLE STUDS I Od AT 2410.C. FACE NAIL E QUARE FOOT(P.S,F.) FOR 30'-0" MEAN ROOF HEIGHT, EXPOSURE B, ZONE 5 AS FOLLOWS: 7.DOUBLE TOP PLATES I Od AT 24"O.C. FACE NAIL ILI 8402.2 CONCRETE: A MINIMUM COMPRESSIVE STRENGTH 15 REQUIRED AT THE FOLLOWING LOCATIONS AS 81001 MASONRY CHIMNEYS AND FIREPLACES: TO BE CONSTRUCTED IN ACCORDANCE WITH CODE &TOP PLATES, LAP AND INTERSECTIONS 2-1 Od FACE NAIL LL CATEGORY CATEGORY SECTION z WINDOW/DOCK 5Q.FT, AREA 110 MPH WIND 120 MPH WIND D Y TABLE 8402,2 (SEVER WEATHERING COLUMN), PROVIDE 5% AIR ENTRAINMENT IN ALL 9.CONTINUOUS HEADER TWO PIECES I6d AT I6"O.C.ALONG EACH EDGE FACE NAL CONCRETE. R 100 I.I -R 1003.13. FL- 10 SQ.FT. 29.) P.S.F. 34.7 P.S.F. - BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE BELOW GRADE: 2500 PSF 10.CEILING JOISTS TO PLATE l Od TOENAIL 20 SQ.FT. 27.2 P.S.F. 32.4 P.S.F. ABOVE GRADE FOUNDATION WALLS,VERTICAL CONCRETE EXPOSED TO WEATHER: 3000 PSF 81004 FACTORY BUILT FIREPLACES: TESTED IN ACCORDANCE WITH UL127 LABELING ON EQUIPMENT 1 1.CONTINUOUS HEADER TO STUD 3-8d TOENAIL one ■ 631 -267-2490 50 SQ.FT. 24.6 P.S.F, 29.3 P.S.F. PORCHES AND GARAGE 5LA55: 3500 PSF PER 12.CEIUNG JOISTS, LAPS OVER PARTITIONS 4-8d FACE NAIL CODE M 1303 t M 1414.1 AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. EXTERIOR AIR 13.CEILINGS JOIST TO PARALLEL RAFTERS 3_10d FACE NAIL 100 SQ.FT. 22.6 P.S.F. 26.9 P.S.F. 8405.I FOUNDATION DRAINAGE: INSTALL DRAINS AROUND FOUNDATION, RETAINING EARTH AND ENCLOSE INTAKE FROM EXTERIOR OF DWELLING"OR FROM SPACES WITHIN THE DWELLING VENTILATED WITH 14,RAFTER TO PLATE 3-IOd TOENAIL OUTSIDE AIR SUCH AS CRAWL OR ATTIC SPACES", GARAGE AND BASEMENT EXCLUDED FROM W HABITABLE = K301.2.2 SEISMIC EXCEPTION: ONE t TWO FAMILY DWELLINGS IN SEISMIC SPACE LOCATED BELOW GRADE. DRAIN SYSTEM NOT REQUIRED IN SAND-GRAVEL MIXTURE SOIL PER GROUP I OUTSIDE 1-5.-BUILT-UP CORNER STUDS 2-1 d 24"O.C. GEmail : AIR SOURCE. CHASES SHALL BE FIRE STOPPED A7 EACH FLOOR AND CEILING AND INSULATED 16. ROOF RAFTERS TO RIDGE,VALLEY,OR HIP 4-I 6d TOENAIL CATEGORIES B AND C AND SOILS, TABLE 8405.1. TOWN HOUSES LOCATED I SEISMIC CATEGORY B ARE EXEMPT FORM SEISMIC THOROUGHLY ON INSIDE AND OUTSIDE WALLS TO REDUCE AIR INFILTRATION. 3-I 6d FACE NAIL REQUIREMENTS. 8406.I DAM PROOF/WEATHEKPROOF FOUNDATIONS: FOUNDATION WALLS SHALL BE DAMPROOFED FROM 17. RAFTERS TIES RAFTERS FACE 3-861 FACE NAIL Q FOUNDATIONS TO BEAR ON 501L OF SITE CLASS D OR BETTER FOR THE TOP OF THE FOOTING TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LE55 THAN 3/8"PORTLAND M 1305.1.1 FURNACES IN CLOSETS: 70 HAVE A MINIMUM 30" CLEARANCE IN FRONT OF UNIT FOR 18,SUBFLOOR TO FRAMING 8d COMMON 6"O.C.AT EDGES, 1 2"O.C. INT.SUPPORTS catabet.pe@gmail.com = DWELLINGS TO BE CEMENT SERVICE.CLOSET WIDTH TO BE MINIMUM 12"WIDER THAN FURNACE AND 3" MINIMUM CLEARANCE AT COATING, 3 POUNDS/SQUARE YARD OF ACRYLIC MODIFIED CEMENT, I/8"COAT OF SURFACE-BONDING MORTAR BACK 19.WALL SHEATHING TO FRAMING 8d COMMON 6"O.C.At EDGES, 12"O.C. INT.SUPPORTS PARGING APPLIED 70 THE EXTERIOR OF THE WALL. THE PARGING SHALL BE DAMPROOFED WITH A BITUMINOUS SEISMIC CATEGORY C. 20, ROOF SHEATHING TO FRAMING 8d COMMON 6"O.C.AT EDGES, 1 2"O.C. INT.SUPPORTS(SEE NOTE B) AND SIDES. PROVIDE ACCESS PANEL OPENING LARGE ENOUGH TO REMOVE LARGEST APPLIANCE 21.GYPSUM WALLBOARD 5d COMMON 4"O.C.AT EDGES,8"O.C. INT.SUPPORTS COMPLYING WITH ASTM C887, CONCRETE WALLS SHALL BE DAMPROOFED BY APPLYING ANY ONE OF THE ABOVE 8301.4 DESIGN LIVE LOADS: NOTE B: [� LISTED DAMPROOFING MATERIALS TO THE EXTERIOR OF THE WALL. BUT NOTE A: 81130 I.G EXTERIOR BALCONY: GO PFF NOT LESS THAN 22"X 30". FOR APPLIP1ACE5 LOCATED IN ATTIC, INSTALL SWITCH OPERATED ALL NAILS ARE SMOOTH COMMON OR DEFORMED SHANKS EXCEPT WHERE (� NAILS FOR ATTACHING ROOF SHEATHING TO WOOD DECK: 40 PSF „ LIGHTING FIXTURE AND RECEPTACLE. PROVIDE CLEARANCES PER MANUFACTURER'S O 8406.3 POROUS FILL: BACKFILL WITH THE SAME MATERIAL USED FOR FOOTINGS, UP TO HEIGHT OF 1 O ABOVE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING INTERMEDIATE SUPPORTS SHALL BE SPACED G" O.C. (L L/240 ATTICS WITH STORAGE: 20 PSF FOOTING FOR WELL DRAINED SITES, OR 1/2 THE TOTAL BACKFILL HEIGHT FOR POORLY DRAINED SITES, COVER INSTALLATION CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS „ U3GO FLOOR (NOT BEDROOMS): 40 PSF INSTRUCTIONS. AS FOLLOWS:80(KSI)(55 MPA)FOR SHANK DIAMETER OF 0.192"(god FOR MINIMUM 48 DISTANCE FROM RIDGES, EAVES AND � POROUS FILL WITH STRIPS OF 30 POUND ASPHALT PAPER OR 6-MIL POLYETHYLENETO PERMIT WATER SEEPAGE AND L/3G0 BEDROOM FLOORS: 30 P5F AVOID FINE 501L INFILTRATION. M 1307.3 APPLIANCES WITH IGNITION SOURCE SHARING GARAGE FLOOR TO BE ELEVATED 18 COMMON NAIL),90 KSI (620 MPA)FORSHANK DIAMETER5 LARGER THAN FRAMING.GABLE END WALLS; AND 4" O.C. TO GABLE END WALL �! OF (1. U 180 ROOF 45 PSF(GROUND SNOW LOAD) 0.142"BUT NOT LARGER THAN 0.177",AND 100 KSI(689 MPA)FOR SHANK v L/240 ATTICS WITH FIXED STAIRS: 30 PSF R40G.34 BACKFILL REMAINDER OF EXCAVATED AREA ABOVE POROUS FILL SHALL BE BACKFILLED WITH SAME TYPE MINIMUM AND DIAMETER5 OF o.142"OR LESS. ,/6• .�%N A. Q LLS PROTECTED FROM IMPACTED BY VEHICLE. NOTE: ALL LUMBER TO BE HEM FIR#2 OR BETTER = R3 10.2.2.4 MAXIMUM (DEAD LOADS: SOIL REMOVED DURING EXCAVATION. BACKFILL NOT 70 BE PLACED AGAINST WALL UNTIL WALL HAS SUFFICIENT M1501.3 CLOTHES DRYER DUCT: NOT TO EXCEED 25'(EXCLUDING TRANSITION DUCT)AND REDUCED ROOF/CEILING: 15 PSF STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE PER CODE SECTION R404. 1.7. 2 1/2' O FLOOR: 10 PSF FOR EVERY 45 DEGREE BEND AND 5' FOR EVERY 90 DEGREE BEND. INSTALL BOOSTER FAN FOR ROOF NAILING SCHEDULE WALL SHEATHING NAILING SCHEDULE (r- EXTERIOR EXTERIOR WALL: 15 PSF 8408.1 CRAWL SPACE VENTS: PROVIDE I S.F. PER 150 S.F. OF FLOOR AREA, INSTALL VENTS WITHIN 3 FEET OF W EACH CORNER OF FOUNDATION. CRAWL SPACE ACCESS PANEL TO BE MINIMUM 18'X 24", UNLESS ADDITIONAL LENGTHS. CLOTHES DRYER EXHAUST SYSTEM SHALL COMPLY WITH CODE SECTION 120 MPH WIND ZONE(3 SECOND GUSTS) 120 MPH WIND ZONE(3 SECOND GUSTS) !L/ ZQ INTERIOR WALL: I O PSF MECHANICAL EQUIPMENT LOCATED PROVIDE A 22' X 30 ACCESS OPENING PER SECTION M 1305.1.4. M 150 1.1 LISTED AND LABELED IN ACCORDANCE WITH UL21 58A, EXHAUST DUCT-91ZE SHALL USE 1/2"CDX ROOF SHEATHING FASTEN USE 1/2"CDX WALL SHEATHING FASTEN =TABLE K30 I.GALLOWABLE:DEFLECTION OF STRUCTURAL MEMBERS COMPLY WITH 8D COMMON GALVANIZED NAILS 2" WITH 8D COMMON GALVANIZED NAILS 2" �? WITH CODE SECTION M 1501.2. X 1 1 1/2" GA. -PATTERN AS INDICATED X I 1 1/2"GA. -PATTERN AS INDICATED 066262-" O STRUCTURAL MEMBER ALLOWABLE 8502.4 FLOOR PLUMBING CHASE: BLOCKING TO BE FULL DEPTH AT 48„O.C. MAXIMUM. BELOW BELOW �p 68282' LL DEFLECTION " 4 M 1506.3 EXHAUST FANS: IN BATHS WHEN REQUIRED TO HAVE MECHANICAL EXHAUST CAPACITY OF 3 3 9� �P Rafters having slopes < than 3/12 U 180 R502.G BEARING ENDS OF JOIST, BEAMS OR GIRDERS SHALL HAVE MINIMUM 1 1/2 OF BEARING ON WOOD AND 50 CFM O � O FESS10 Q with no finished ceihn attached to rafters METAL AND 3" MINIMUM ON CONCRETE. J015T FRAMING FROM OPPOSITE SIDES OVER BEARING SUPPORT 1 W Interior walls and artition5 H/180 MINIMUM LAP 3" MINIMUM (3) 1 OD FACE NAILS. LEDGER STRIPS NOT UNLESS THAN 2"X 2". INTERMITTENT OR 20 CFM CONTINUOUS, N Floors and la:stered ceilin 5 L/3G0 '_ 2 J All other structural members L/240 R502.7.1 JOIST BRIDGING: ONLY JOIST EXCEEDING 2'X 1 2"ARE REQUIRED TO BE SUPPORTED LATERALLY AT MID WHERE 5.3 CHIMNEY TERMINATION: CHIMNEYS SHALL EXTEND 3 O ABOVE THE HIGHEST POINT Exterior walls with taster or stucco finish H/3G0 SPAN BY SOLID BLOCKING OR DIAGONAL BRIDGING(WOOD OR METAL)AT INTERVALS NOT EXCEEDING 8'-0 WHERE IT O ~ ENGINEERED JOIST BRIDGING PER MANUFACTURER'S INSTALLATION REQUIREMENTS. PASSES THROUGH ROOF AND AT LEAST 2'-O"ABOVE ANY PORTION OF ROOF WITHIN 1 � Exterior walls-wind loads with brittle finishes U240 HORIZONTAL ! WExterior walls-wind loads with flexible f n15he L/120 DISTANCE OF 10'-0". CDO REV 1,510 N 8502.8 DRILLING AND NOTCHING DIMENSIONAL LUMBER: TO CONFORM TO SECTION R502.8.1 AND FIGURES 8508.8 SECTIONS 8802.7.1 FOR JOIST, RAFTERS AND BEAMS/RG02.G FOR STUDS/KG02,G. I FOR WALL NOTE: L= SPAN LENGTH5 , H = SPAN HEIGHT PLATES/RG02.7 FOR P2801.5 WATER HEATERS: NOT INSTALLED ON SLAB SHALL BE INSTALLED IN A GALVANIZED STEEL 1 O A, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN A5 0.7 TIMES THE COMPONENT HEADERS AND FIGURE RG02.G(I)AND(2). FOLLOW MANUFACTURER'S SPECIFICATIONS FOR ENGINEERED WOOD PAN AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. PRODUCTS. HAVING A MINIMUM THICKNESS OF 24 GUAGE AND I I/2"DEEP AND PROVIDED WITH A DRAIN 8303 (1) HABITABLE ROOM VENTING: WINDOW OPENING MINIMUM 4%OF FLOOR AREA OR LINE. 2Q © © REV REVISION DATE LL_j MECHANICALLY VENTED PRODUCING 0.35 AIR CHANGE PER HOUR EXCEPT BEDROOMS AND R502.12 DRAFT STOPPING: INSTALL 1/2"GYPSUM BOARD OF 3/8"PLYWOOD OR PARTICLE BOARD PARALLEL NOTE: CODE SECTION 1225.2 ® 2 4 FINISHED BASEMENTS. TO OPEN WEB FLOOR JOISTS WITH FINISHED TOP AND BOTTOM FLANGES EVERY 10005F OF CONCEALED SPACE. LOCATION OF CARBON MONOXIDE DETECTORS: AT LEAST ONE CARBON MONOXIDE ALARM SHALL BE g PROVIDE STOP MATERIAL AT SUSPENDED CEILINGS UNDER FLOOR FRAMING EVERY 1000 SF OF CONCEALED PROVIDED 1 (2) HABITABLE ROOM LIGHTING: GLAZING MINIMUM 8% OF FLOOR AREA OR ARTIFICIAL LIGHT SPACE. IN EACH DWELLING UNIT. THE REQUIRED CAR30N MONOXIDE ALARM SHALL BE INSTALLED IN THE OL OF SHEATHING: IMMEDIATE 4' 41 Z G FOOT CANDLES AT 30 "AB8503.1 ABOVE FLOOR. 1 SHEATHING: I G"O.C. SUPPORT(5/8") MINIMUM VICINITY OF BEDROOM(5)ON THE LOWEST FLOOR LEVEL OF THE DWELLING UNIT CONTAINING Q BEDROOM(5). (:303.6 HABITABLE ROOM HEATING: CAPABLE OF MAINTAINING MINIMUM 68 EGRESS AT A POINT 24"O.C. SUPPORT(3/4") MINIMUM ZONE I ZONE 2 ZONE 3 ZONE 4 3G11 ROOF SHEATHING IG"O.C. SUPPORT(1/2") MINIMUM TABLE 8 301.2(1) FIELD 8"O.C. 12*O.0 3"O.C. 4'0,C. ZONE 5 ZONE G W ABOVE FLOOR AND 24" FROM EXTERIOR WALL. TABLE 8803.I> 24"O.C. SUPPORT(5/8") MINIMUM CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA [D WALL SHEATHING 0/2") MINIMUM GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM 12) WINTER ICE SHIELD FLOOD PANEL EDGES 4"O.C. G'O.C. 3"O.C. 3'O.C. FIELD 12" O.0 12" O.0 cZ 8305.1 MINIMUM CEILING HEIGHTS: 7'-G" MINIMUM IN HABITABLE ROOM, MINIMUM BASEMENT SEE NAILING SCHEDULE TABLES 8602.3 (I)AND(2) FOR FASTENING. ALL ROOF AND WALL PLYWOOD PANELS SNOW SPEED DESIGN WEATHERING FROST LINE TEKMITE(c) DECAY DESIGN UNDERLAYMENT HAZARDS PANEL EDGES G"O.C. G"O.C. Q HEIGHTS: 7'-0" MINIMUM, 0-8" UNDER GIRDERS, DUCT, ETC. LOAD (MPH) CATEGORY(g) DEPTH(b) TEMP(f) REQUIRED SHALL BE EXTERIOR GRADE, WITH EXTERIOR GLUE, SHALL MEET THE REQUIREMENTS FOR THE LATEST EDITION OF (h) ENERGY EFFICIENCY: Q THE U.S. 45 130 (c)SEE NOTE SEVERE 36" MODERATE SLIGHT I+I I (c) YES SEE NOTE W 8308.4(6) GLAZING OF HAZARDOUS LOCATIONS: ALL GLAZING WITHIN 24" OF HINGED DOOR IN PRODUCTS STANDARDS P5-1, AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF THE R301.2.2 I STRUCTURE IS TO BE UNCONDITIONED AND THEREFORE 15 EXEMPT FROM THE ENERGY CLOSED POSITION MUSH HAVE SAFETY GLAZING UNLESS SILL HEIGHT IS GO' ABOVE AMERICAN PLYWOOD ASSOCIATION FOR 51: POUND PER SQUARE FOOT = 0.0479kN/M3, I MILE PER HOUR - 1,609 KM/H EFFICIENCY PKOV1510NS OF THE BUILDING CODE OF NEW YORK STATE. Q" FLOOR, PLYWOOD SHEATHING TO RUN CONTINUOUS 12" MINIMUM PAST TOP AND BOTTOM PLATES OF ALL EXTERIOR A, WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OF GRADE OF MASONRY T SATISFY THE 8308.4(10) STAIRWELL WINDOWS: WINDOWSILLS AT STAIR LANDINGS I F55 THAN GO"SHALL WALLS. STRUCTURAL REQUIREMENTS OF THIS CODE. THE WEATHERING COLUMN SHALL BE FILLED IN WITH COMPONENT AND CLADDING LOADS Li HAVE IF PLYWOOD STOPS AT PLATE, THEN PROVIDE SIMPSON LSTA 18 STRAPS OF 48"O.C. AND CORNER5, NAILED TO THE MAIN WINDFORCE-RESISTING SYSTEM LOADING DIAGRAM (MWFRS) (Y] STUDS WITH I OD NAILS IN HOLES PROVIDED, CENTER STRAPS ON PLYWOOD JOINT. USE LSTA30 STRAP IF „ " " " ROJ ECT SAFETY GLAZING. WEATHERING INDEX(LE. NEGLIGIBLE, MOD=RATE OR"SEVERE) FOR CONCRETE AS DETERMINED PLYWOOD FROM IZ309,1 DOORS FROM GARAGE INTO HABITABLE SPACE: 45 MINIMUM FIRE RATED WITH DOES NOT OVERLAP BOTH THE TOP AND BOTTOM PLATES OF THE SAME LEVEL, THE WEATHERING PROBABILITY MAP[FIGURE 8301.2(3)]. THE GRADE OF MASONRY UNITS SHALL BE W SELF-CLOSING DETERMINED FROM ASTM C34, C55, CG2,C73, C90, C 129, C2 1 G OR CG52. U SUB FLOORING SHALL BE INSTALLED WITH FACE GRAIN DIAGONAL ACROSS SUPPORTS: BREAK JOINTS IN DEVICE. ADJACENT COURSES: LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW SURFACE. B.THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE 8403.1(I).THE H O IZ309.2.I GARAGE WALLS: 5/8"TYPE-X GYPSUM BOARD ON GARAGE SIDE, I/2"TYPE-X GYPSUM UNDERLAYMENT, WHERE REQUIRED, SHALL BE SIMILARLY INSTALLED. H F JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING G R// BOARD ON OPPOSITE WALL SIDE OF HABITABLE AREAS. ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS; LOCATE END JOINTS BELOW G E (L OVER SUPPORTS; STAGGER JOINTS; PROVIDE METAL H CLIP AT JOINTS AT SIDES OF PANELS WHEN SPACING OF FIN15H GRADE. F Lu 8309.2.2 GARAGE CEILING: 5/8"TYPE-X GYPSUM BOARD. SUPPORTS 15 24" O.C. AND ROOF SHEATHING 15 LESS THAN 5/8"THICK. C. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "VERY HEAVY", "SLIGHT TO MODERATE', OR END ZONE W R310.1 FINISHED BA5EMENT EGRESS WINDOWS SILL HEIGHT MAXIMUM 44'ABOVE FLOOR. ALL FLOORING TO BE COVERED WITH CARPET SHALL HAVE(1) LAYER OF 3/4"UNDERLAYMEJT BOARD OR OTHER "NONE TO SLIGHT" IN ACCORDANCE WITH FIGURE 8301.2(G) DEPENDING ON WHETHER THERE HAS m APPROVED EQUAL, OVER SUBFLOOK, FLOORS TO BE COVERED WITH OAK FLOORING, GRANITE OR CERAMIC BEEN A \ �- 11\3)0.1.1 WINDOW EGRE55 OPENING REQUIREMENTS: NET CLEAR OPENING FIR5T FLOOR 5.0 TILE SHALL HAVE 1 LAYER OF 23/32 5U5FLOOKING. HISTORY OF LOCAL DAMAGE. Q S.F., D. THE JURISDICTIONS SHALL FILL IN THIS PART OF THE TABLE WITH"MODERATE TO SEVER", "SLIGHT TO Z SECOND FLOOR 5.7 S.F., MINIMUM HEIGHT OPENING 24", MINIMUM WIDTH OF OPENING RG02.3,2 WALL DOUBLE TOP PLATE END JOISTS TO OFFSET MINIMUM 24". MODERATE OR"NONE TO SLIGHT" IN ACCORDANCE WITH FIGURE 8301.2(7) DEPENDING ON WHETHER / CLIENT 20". THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. @�F C � � REFERENCE CORNER Q KG02.3.3 BEARING STUDS: WALL STUDS TO BE WITHIN 5" MAXIMUM UNDER BEARING MEMBERS UNLESS(2) 2"X G° E. THE JURISDICTION SHALL FILL IN TH15 PAR-OF THE TABLE WITH WIND SPEED FROM THE BASIC WIND @ANG SOS R3 10.2 EGRE55 BASEMENT WINDOW WELLS: MINIMUM NET CLEAR AREA TO BE 3G"X 3Gn OR(3) 2"X 4"PLATES ARE INSTALLED. FV �F EAV SPEED q���j gVEll G O A p T C 1. ROOF HEIGHT< 24 Ff. Q PROVIDE ACCOMAPTIGURE E:WITH EC WIND EXPOSURE SHALL BE DETERMINED ON ASITE-SPECIFIC BASIS IN �� N IGH 3265 Park Ave. 8602.8(!-5) FIRE BLOCKING: FIREBLOCK ALL CONCEALED DRAFT OPENINGS(VERTICAL AND HORIZONTAL) BETWEEN O A 2. 35EC.GUST WIND SPEED = 120 MPH STEPS OUT OF WELL IF BASE HEIGHT TO GRADE EXCEEDS 44". ACCORDANCE WITH SECTION R301.2.1.4. TRANSVERSE 2a 3. IMPORTANCE FACTOR"1"= 1.00 z STORIES AND TOP STORY OPEN TO ATTIC SPACE. FIRE STOP MATERIAL TO BE WOODBATTS OR BLANKETS �LONGITUDINAL SECURELY RETAINED IN PLACE PER SECTIONS RG02.80), (1.1)AND (1 .2). F. REFER TO TABLE N I I O I.2 "WINTER DESIGN DRY-BULB TEMPERATURE COLUMN. 2 4.EXPOSURE= B Q R311.4 HALLWAYS: MINIMUM 3G"CLEAR WIDTH. R702.3/TABLE 702,3.5 GYPSUM BOARD: INSTALL OVER 2" NOMINAL WOOD FRAMING OR I X2 G.THE JURISDICTION SHALL FILL THIS PART M attitu ck NY WITH THE SEISMIC DESIGR CATEGORY DETERMINED FRO MAIN WINDFORCE-RESESTING SYSTEM LOADING DIAGRAM (MWFR5) �1_1 FURRING STRIPS @ 24"O.C. MAXIMUM, PREVENT EXPOSURE 70 WEATHER. ATTACHING SECTION R3 12.1.2 LANDINGS AT DOORS: MINIMUM 3G"X 3G" LANDING REQUIRED IF(3) OR MORE GYPSUM BOARD TO WOOD FRAME AS FOLLOWS(UNLESS NOTED OTHERWISE). SCREWS SHALL BE R301.2.2.1. WIND VELOCITY LOAD DIRECTI NROOF ANGLE HORIZONTAL LOADS VERTICAL LOADS CD IZISEK-9 " „ H.THE JURISDICTION SHALL FILL THIS PART OR THE TABLE(a)THE DATE OF THE JURISDICTION'S ENTRY A B C D E F GFHTYPE S OR WAND PENETRATE WOOD 5/8 MINIMUM, 12 O.C. FOR CEILING AND 16 O.C. FOR TRANSVERSE o•To +22.8 -I I.9 +15.I -7.0 -27.4 - 5.4 -19.I REQUIRED. WALLS. NAILING TO CEILING WOOD FRAME TO BE 7"O.C. AND 8"O.C. AT WALLS. INTO 130 MPH LONGITUDINAL ALL ANGLES THE NATIONAL FLOOD INSURANCE PROGRAM (DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE +22.8 -I I.9 +15.I -7.0 27.4 - 5.4 -19.1 z R3 13.1 RAMPS: MAXIMUM SLOPE ONE UNIT VERTICAL TO 8 UNITS HORIZONTAL(I IN 8 SLOPE). WIND LOAD ROOFMAX. HORIZONTAL WALL LOADS Q 8703.2 ASPHALT SATURATED FELT: 14 POUND PER 100 5F APPLIED HORIZONTALLY WITH THE FOR VELOCITY DIRECTION ANGLE PROVIDE HANDRAIL ON SIDE FOR SLOPES THAT EXCEED I IN 12. 1 E 4E 4 UPPER LAYER LAPPED OVER LOWER MINIMUM 2". LAP 6"AT JOINTS. MANAGEMENT OF FLOOD HAZARD AREA), (b)THE DATES OF THE CURRENT EFFECTIVE FIRM AND FBFM, TRANSVERSE O•TO 3 +17.3 -13.4 1+12.70.3 IZ3 14.1 STAIR: STAIR WIDTH MINIMUM 3G"WITH MINIMUM CLEAR OPENING 3 1.5"WITH OR 130 MPH LONGITUDINAL ALL ANGLES 1+17_9.-13_41+12.71-�0.31 HANDRAIL ONE R70G,G EXTERIOR PLASTER(STUCCO): CORROSION RESISTANT LATH TO BE ATTACHED WITH OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY, AS MAY BE AMENDED. = I I-GAUGE, 1 1/2" LONG WITH 7/1 G" HEAD NAILS OF 7/8" LONG I G-GAUGE STAPLES G"O.C. 1. SEE FIGURE 8301.2(5) FOR GROUND SNOW LOADS. U SIDE AND 27" HANDRAIL BOTH SIDES. INTERIOR AND EXTERIOR STAIRS TO BE ILLUMINATED. MAXIMUM. PLASTER THREE COATS OVER LATH OR 2 COATS OVER MASONRY WALL, SEE PREFABRICATED WOOD TRUSS NOTES: CLIMATIC AND GEOGRAPHIC DESIGN DATA u- IZ3!4.2 TREADS AND RISERS: MAXIMUM RISER HEIGHT 8 I/4". MINIMUM TREAD DEPTH 9"PLUS TABLE R702.1 (1)AND(3) FOP,THICKNESS AND MIX REQUIREMENTS. TOTAL LOAD VERTICAL TRUSS DEFLECTION SHALL BE LIMITED TO 0.75"AND HORIZONTAL DEFLECTION GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER S r-1 E ET I N �O SHALL BE SNOW SPEED(MPH) DESIGN DESIGN O NOSINGS 314'- 1 1/4"MAXIMUM, OPEN RISERS NOT PERMITTED ON RISES GREATER THAN „ LOAD s EXPOSURE CATAGORY WEATHERIN FROST LINE TERMITE DECAY TEMP. 30". MAXIMUM 3s/8"TREAD AND RISER VARIANCE WITHIN STAIR RUN. MINIMUM TREAD TABLE 703.4 EXTERIOR VINYL SIDING: MINIMUM 0.035 THICKNESS, IAP JOINT O.120 X I I/2 LIMITED TO 0.50 GENERAL NOTES & }.. LONG NAILS OR STAPLES 1 3/4" LENGTH EACH STUD. 130 mph {- WIDTH 6"ON WINIDERS. 1. EXTERIOR WALLS SUPPORTING ROOF TRUSSES THAT EXCEED 40'-0"IN Lsf ENGTH SHALL BE DOUBLE 2X4 45 P 3 sec.gust C SEVERE 36 m. MODERATE SLIGHT TO I i ILL K314.3 STAIR HEADR(OOM: MINIMUM 0-8"MEASURED VERTICAL. 8703.7.4.1 MASONRY VENEER WALL TIES: I" DISTANCE BETWEEN VENEER AND SHEATHING STUD WALLS. exp.B TO HEAVY MODERATE MAXIMUM INSTALL DETAILS 2. MULTIPLE STUDS SHOULD BE USED DIRECTLY BENEATH ANY MULTIPLE PLY TRUSS GIRDER. USE SAME (L 0 NO. 22 U.S. GAUGE X 7/8"CORRUGATED SHEET METAL TIES SPACED NOT MORE THAN 24" NUMBER OF STUDS AS THE NUMBER OF PLIES IN THE TRUSS MEMBER. DOUBLE 2X4 OR SINGLE 2X6 R3 15 HANDRAILS: PROVIDE 34" -38" HIGH HANDRAIL ON AT LEAST ONE SIDE OF STAIRWAYS O.C. TABLE 8703.7.3 STUDS SHOULD B USED AT INTERIOR BRIDGE WALL SUPPORTING ROOF TRUSSES. HORIZONTALLY AND VERTICALLY AND WITHIN 12" OF WALL OPENINGS. 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE LINTELS SUPPORTING MASONRY VENEER ALLOWABLE SPANS FOR W2 OR MORE RISERS. FOLLOWING STANDARDS: = R703.7.5 BRICK FLASHING: IN5TALL FLASHING UNDER FIRST COURSE ABOVE FINISHED GRADE, A)AN51/TPI I "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES NO. OF 1/2"OR E!QUIVAI FIAT �-- IZ3 1 G GUARDRAILS: PORCHES, BALCONIES AND STAIR LANDINGS 30"ABOVE FLOOR OR GRADE IMMEDIATELY CONSTRUCTION". A,C(INCHES) ABOVE ABOVE ABOVE REINFORCING BARS B 'TO BE ABOVE FLASHING PROVIDE WEEP MOI E5 33"O.C. MAXIMUM 3/1 G" DIAMETER IN WYTHE OF B)TPI HIB"COMMENTARY AND RECOMMENDATIONS FOR HANDLING AND INSTALLING* BRACING METAL 3 x 3 x 1/4 G'-0" 3'-G" 3'-0" I INSTALLED WITH 3G" HIGH RAILINGS, BALUSTERS NOR TO ALLOW PASSAGE OF A SPHERE 4" WALL. 4 x 3 x 1/4 8'-0" 5'-0" 3'-0" 1 OR MORE IN DIAMETER. PLATE CONNECTED WOOD TRUSSES". U C)TPI DSB"RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL PLATE G x 3 1/2 x 1/4 14'-0" 81-0" 3'-G" 2 z 8801.3 ROOF DRAINAGE: IF EXPANSIVE OR COLLAPSIBLE SOILS EXISTS, ROOF DRAINAGE TO CONNECTED WOOD TRUSSES". 2-G x 3 1/2 x 1/4 20'-0" 1 1'-0" 5'-0" 4 SCALE. NA IZ3 17.1 SMOKE ALARMS: INSTALL SMOKE ALARMS IN ALL BEDROOMS AND IN IMMEDIATE VICINITY DISCHARGE 4. TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING MINIMUM DESIGN LOADS: TCLL = 32 SEE FOOTNOTES A, B, C FOR LINTEL INSTALLATION REQUIREMENTS, OUTSIDE OF BEDIKOOMS. INSTALL ONE SMOKE ALARM ON EACH LEVEL INCLUDING MINIMUM 5'-0" FORM HOUSE OR TO AN APPROVED DRAINAGE SYSTEM. PSF, TCDL= 15 PSF, BCLL = 10 PSF, AND BCDL= 10 PSF; PLUS UNBALANCED SNOW LOADING, A. LONG LEG OF THE ANGLE SHALL BE PLACED INA VERTICAL POSITION DRAWN BY; F R BA5EMENT. INTEIRCONNECT ALL ALARMS. WIND LOADING AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY THE NYS B. DEPTH G REINFORCED LINTELS SHALL NOT IN LESS THAN 8 INCHES AND ALL CELLS OF HOLLOW � O 8802.3.1 WHERE CEILING JOISTS ARE NOT PROVIDED AT TOP PLATE, THE RIDGE FORMED BY THESE BUILDING CODE. (� R317.3 AUTOMATIC SPRINKLER SYSTEM: BUILDINGS HAVING A HEIGHT OF 3 STORIES SHALL BE RAFTERS 5, SHOP DRAWINGS AND DESIGN CALCULATIONS BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE MASONRY TO BE GROUTED SOLID. REINFORCING BAR5 SHALL EXTEND NOT LESS THAN 8 INCHES INTO SHALL AL50 BE SUPPORTED BY A RIDGE GIRDER AND RAFTERS SHALL BE DESIGNED IN OF THE SUPPORT. C EC KE D BY;EQUIPPED WITH AUTOMATIC SPRINKLERS IN ACCORDANCE WITH NEPA 13D. F R = A SPRINKLER SYSTEM 15 REQUIRED WHEN FIRST STORY I5 BASEMENT WHERE THE FINISHED ACCORDANCE WITH TABLE 8802.5.I (2) USING THE"RAFTER SPAN ADJUSTMENT FACTOR". NEW YORK SHALL BE SUBMITTED 70 THE DESIGNER FOR APPROVAL. SHOP DRAWINGS SHALL SHOW C. STEEL MEMBERS INDICATED ARE ADEQUATE TYPICAL EXAMPLES, OTHER STEEL MEMBERS MEETING STRUCTURAL DESIGN REQUIREMENTS MAY BE USED. FLOOR ABOVE BASEMENT 15: THE N 1. MORE THAN G FLEET ABOVE GRADE FOR 50% OR MORE 8802.6 BEARING ENDS OF RAFTERS AND CEILING JOIST SHALL HAVE NOT LESS THAN 1 1/2"OF SPECIE, SIZE AND GRADE OF LUMBER USED ALONG WITH THE MEMBER FORCES, PLATE SIZES AND DATE 10/14/2018 ?. MORE THAN 1 2 FEET AT ANY POINT BEARING. DETAIL 8703.7.2 BRICK AND STONE HAVING AN INSTALLED WEIGHT LESS THAN 40 PSF SHALL 3, MORE THAT G FLEET ABOVE GRADE PIANS OF EACH TYPE OF TRUSS PROVIDED. BE PERMITTED TO BE 8802.8 BLOCK BETWEEN 2"X 12"CEILING J015T AT SUPPORTS TO PREVENT ROTATION. G. ALL LUMBER USED IN THE FABRICATION OF TRUSSES SHALL BE STRESS GRADED. SUPPORTED ON WOOD, SEE SECTION 8703,7.2.1 FOR LINTEL SUPPORT BY FRAME NOTE: ALL LUMBER TO BE HEM FIR#2 OR BETTER 7. CONNECTION PLATES SHALL BE STAMPED FROM I G, 18, OR 20 GAGE, GRADE A, GALVANIZED STEEL, WALL, NOT ROOF. R802.9 TRIMMER JOIST: SINGLE HEADER AND TRIMMER FOR OPENINGS UP TO 4'-0"AND 8, TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM C) F"323.1.2 ALL SILLS AND PLATES ON EXTERIOR FOUNDATION WALL TO BE PRESSURE PRESERVATIVE DOUBLED OVER ACCURATELY U TREATED, SPANS 0" UNLESS OTHERWISE NOTED ON PIAN. CONNECT WITH HANGERS FOR HEADER JOIST CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. 8703,7,2.2 BRICK LINTEL SUPPORT BY ROOF CONNECTION: SET STEEL ANGLE DIRECTLY Fkj 8:323.I.3 ALL SILLS AND SLEEPERS ON STAB TO BE PRESSURE TREATED UNLESS IMPERVIOUS 6'-O"AND GREATER. 9. TRUSSES SHALL BE INSTALLED PLUMB,ADEQUATELY BRACED, IN THE PROPER ORIENTATION AND ON MINIMUM 2X6 JA��MOISTURE BARRIER UNDER SLAB I5 INSTALLED. (TREATMENT OF WOOD IN ACCORDANCE SPACING ROOF RAFTERS. ATTACH ROOF RAFTERS TO WALL WITH 5/8"X 5" LAG SCREWS TO WITH AWPAC2 8905,2.6(2) ASPHALT SHINGLE ATTACHMENT: STRIP SHINGLES SHALL HAVE A MINIMUM OF G SHOWN ON THE SHOP DRAWINGS. MINIMUM03 = FASTENERS PER 1O. CUTTING OR FIELD ALTERATION OF ANY TRU55 I5 NOT PERMITTED,. THREE WALL STUDS, REMAINING RAFTERSSHALL BE ANCHORED WITH (2) l OD NAILS SHINGLE. FASTENERS TO BE MINIMUM 12 GAUGE SHANK WITH 3/8"MINIMUM DIAMETER 1 1. THE CONTRACTOR 15 RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE AT EVERY WALL Iv 8323.1.4 FOUNDATION WOOD GIRDERS: WOOD GIRDERS SEATED IN EXTERIOR FOUNDATION WALLS TO HEAD TO CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS BEEN DESIGNED AND STUDSPACING. INSTALL FLASHING AND WEEP HOLES. MAXIMUM HEIGHT OF BRICK HAVE MINIMUM 4.12 PENETRATE THROUGH SHEATHING, APPLY 2 LAYERS OF FELT WITH ROOF PITCHES UP TO IN FOR THE INSTALLATION OF THE TRUSSES. VENEER A13OVE TO BE: 1 2'-8", WITH MAXIMUM 7:12 ROOF PITCH, O 1/2 AIR-SPACE ALL 51DE-9 OR ENDS WRAPPED WITH ALUMINUM FLASHING. U 6 Guardrail Attachment Detail 1 — Ledger Attachment for Lateral Loads Christian Tabet , P . E . u� (Knee braces are required on posts greater than 4 feet in height.) 0 (Guardrails are required when the deck is more than 30 inches above grade.) Consulting Engn(5er O 16" 44 min. post 1--lold-do%own or Sheathing ( @ 6'0" o.c. max., Typ to max A %8" O.D. galvanized bolt tension device Siding with 1500 # ,.... ror threaded rod w/ Floor sheathin- nailing Flashing ' Flaorsheathin 2"min capacity g �z`diameter nai'ed at 6"m . W nuts & washers _ y HDG threaded on center to joist at 6 0. . (rfi7ax) �o joist i ..__. W z with I�o4d-elr�t►rr,, rod t��ith nuts With holdo.,.n Phone: 631 -267-2490 W / t " " @ Decking and v ashers i � / 2f minand 5 max Flashing �- Continuous flashing cc IoC - Joists . ;�,. (per code), not shofvn 16 LU max i - -� 1 Joist Hangers o o�.. ._ ° = Min. 1800# , _- tension device Treated 2x ledger 2" min. _ -! ._. � _° r Email : Section A A g _AA,'1_4 i O 5/8" O.D. galvanized bolt _ a � catabet.pe@ g m ai l.co m or threaded rod w/ 2 8 min. blocking j _` B — nuts & washers x g Dock Joist Floor joist — i Deck U1 I ZZ tu 2"min Floor joist 750# capacity holddown device (Solid 2x joist or joist r1T -- at 4 locations evenly distributed Floor joists 2x blocking) O alongthe deck and within 2 ft of Q-- 2"min --"" 2x8 min. deck @ Ate; each end. Install per manufacturer I joists & rims 22^min and 5"max a= F EI4, rV 2"minE �N A. T�0 lu T_ Note: Fully threaded 3/8" diameter lag screw TYP. DECK DETAILS * 9�� 0 Use above details for guard connections or provide engineered Min. 1800# tension straps option predrilled with a minimum of 3 in opt[0►il 3 '� a: z design that shows Guards can resist a single concentrated load (Required for New Construction) embedment into solid framing. (Existing Construction Only) Scale: NA i 'i w Qof 200 I $ applied in any direction at any point along the top and Section U (V have attachment devices and supporting structure to transfer this NOTE: USE ONLY CORROSION 066262-'` O load to appropriate structural elements of the building per IBC PROOF FASTENERS ARo sec 1607.7.1 .'1 PESsto 0 W N J _I 1 GUARDRAIL ATTACHMENT 2 TYPI AL DECK DETAILS extent of blocking W Scale: NA Scale: NA Ledger RE V 1,510 N. CD 0 Placement of Lag Screws and Bolts in Ledgers and Band Joists Attach blocking to deck with two rows o (Reference IRC Table 507.2.1) of lid or 10d box or common nails Alternative:Blocking deck connection W at 4 in.o.c. anab from below the deck with REV REVISION DATE approved system g Minimum End and Edge Distance and Spacing Between Rows Hold-down or similar tension Threaded rod,may be sloped device with� Edge Bottom Edge Ends Row Spacing San Table and Footing Schedule for Deeks each end of rod00-Ib.capacity horizontally or vertically up to 1:12 Top Q a d b b Spans and footings assume the maximum 24" cantilever using Hem-Fir/Doug Fir No. 2 or better framing lumber. Y ° ° LU Ledger 2 inches 3/4 inch 2 inches 1 5/8 inches Table uses 70 psf. loading 10 psf. dead load + 60 psf live load and 2000 psf. soil bearing pressure. °o° '°o° CD Band joist C 3/4 inch 2 inches e 2 incheS b 1 5/8 inches b Joist Max. Joist Girder Beam Size and Max. Span Between Support Posts I Footing Type ° rV Joist Size • O For SI: 1 inch = 25.4mm Spacing Span 4x6 Footing 4x8 Footing 4x10 Footing 4x12 Footing Anchor block must be TL Typical floor joist Deckjoist a. La screws or bolts must be staggered from the to and bottom along the horizontal run. See figure below. „ ,- „ ,- „ ,- ,� sawn lumber or SCL W g gg p g g 12 o.c. 71-511 5-11 14x14 71-911 16x16 91-611 18x18 11 1 18x18 min.11/2 in,thick EWP rim board FL b. Maximum 5 inches. •_ ,� � �, r_ ,� O 2x6 16 O.C. 6 9 5-11 14x14 7 9 16x16 91-611 18x18 ill-ill18x18 Min,1112-in:thick blocking. U c. For engineered rim joists, the manufacturer's recommendations govern. 24" o.c. 5'-9" 6'-3" 14x14 8'-9" 16x16 11'-0" 18x18 12'-10" 18x18 Blocks must fill bay and fit W snugly.Blocks may be I-joist c� d. The minimum distance from the bottom row to the top edge of the ledger must be in accordance with figure below. 1 material(except anchor black). 4 �. 12 o.c. 9-7 4-11 14x14 6-6 16x16 8-3 18x18 10-0 20x20 , p�OJ ��T o e. 2 inches may be reduced to 3/4 inch when the band joist is directly supported by a mudsill, header, or by double top wall plates. 2x8 16" o.c. 8'-8" 4'-11" 14x14 6'-6" 16x16 8'-3" 18x18 10'-0" 18x18 I U 24" o.c. 7'-7" 5'-11" 14x14 7'-9" 16x16 9'-6" 18x18 11'-1" 18x18 o Placement of Lag Screws and Bolts in Ledgers 12" o.c. 13'-3" 3'-6" 14x14 4'-8" 16x16 5'-11" 18x18 7'-2" 18x18 -- 2x10 16" o.c. 11'-6" 4'-1" 1414 5'-5" 16x16 6'-11" 18x18 8'-5" 20x20 °- (Reference IRC Figure 507.2.1(1)) LU 24 " O.C. 9'-5" 4'-11" 14x14 6'-6" 16x16 8'-3" 18x18 10'-0" 20x20 LU LAG SCREW OR BOLT STAGGER FASTENERS 12" o.c. 15'-5" 3'-1" 14x14 4'-1" 16x16 5'-2" 16x16 6'-3" 18x18 4 TYP. DECK DETAILS O IN 2 ROWS 2x12 16" o.c. 13'-4" 3'-6" 14x14 4'-8" 16x16 5'-11" 18x18 7'-2" 18x18 scale: NA z 2.. �, 24" o.c. 10'-11" 4'-1" 14x14 5'-5" 16x16 6'-11" 18x18 8'-5" 18x18 CLIENT MIN 5.5 MIN FOR 2X8 Q6.5"MIN FOR 2X10 Footings must have a minimum reinforcement of (2) #4 bars each way with a 3" clearance to the bottom of the footing. 2 5"G9AX 7.5"MIN FOR 2X12 Note: Footing sizes are based on decks designed with single span joists where there is no center bearing beam. o 3265 Park Ave. Q SPAN TABLE AND FOOTING SCHEDULE FOR DECKS Mattituck, NY 2^r:!lv 314" 4IN 6 Scale: NA m Q LEDGER z *DISTANCE CAN BE REDUCED TO 4.5" IF LAG SCREWS Deck Ledger Connection to Band Joist a, b Lateral '► (%' Q ARE USED OR IF BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2X8 LEDGERS TO (Reference IRC Table R507.2 - Deck live load = 60 psf, deck dead load = 10 psf, snow loads 40 psf) 2X8 BAND JOISTS. �P,;h rt„_ rV For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mnn, 1 pound per square foot = 0.0479 kPa. U Joist Span SHEET INFO u_ 0 Placement of Lag Screws and Bolts in Ledgers Connection Details 6' and less 6'1” to 8' 8'1" to 10' 10'1" to 12' 12'1" to 14' 14'1" to 16' 16'1" to 18' Ft ,Y (Reference IRC Figure 507.2.1(2)) On-center spacing of fasteners ,'� DETAILS ILI O '/ inch diameter lag screw with 22 16 13 11 9 8 7 EXTERIOR SHEATHING c,d � /2 inch maximum sheathing a- EXISTING STUD WALL '/z inch diameter bolt with '/ inch W 30 22 18 15 13 11 10 Post-to-Knee Brace Post-to-2x Knee Z Existing 2x BAND JOIST maximum sheathing d Connection � Brace Connection ~ OR ENGINEERING RIM 1 (Same member width) � /2 inch diameter bolt with 1 inch BOARD maximum sheathing e 26 19 16 13 11 10 9 -----_ U 2^tAIN o z DECK JOIST a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist. 'i!!` SCALE: NA r�is11111. o b. Snow load shall not be assumed to act concurrently with live load. ° Q 5"MAX c LAG SCREWS OR BOLTS C. The tip of the lag screw shall fully extend beyond the inside face of the band joist. ° �` D RAWN BY, FR ct� 2'rr.1tN d. Sheathing shall be wood structural panel or solid sawn lumber. = e. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. Up Additional CHECKED BY; FR ~ - or to 1/2-inch thickness of stacked washers shall be permitted to substitute for up to Y2-inch of allowable sheathing connector4 Connector N °° ' Condition JOIST JOIST HANGER thickness where combined with wood structural panel or lumber sheathing. DATE 10/14/2018 J/,�j - 4 2019 Q DECK LEDGER CONNECTION TO BAN D JOIST (Continuous)Beam-to-Post R1End Beam-to-Post } 5 PLACEMENT OF LAG SCREWS AND BOLTS Sale: NA ... .§,,_ �p Scale: NA ►- TYR POST CONNECTIONS 0 Scale: NA f rV i.L 0 U Christian Ta [get , P . E . ° Con51UltinojEngneer DOOR SCHEDULE WINDOWSCHEDULEO Z WINDOW ROUGH OPENING DOOR REMARKS TYPE/ MANUFACT. ROOM MANUFACT. TYPE/ SIZE (To Be Confirmed MATERIAL MATERIAL LOCATION QTY CATALOG NO. SASH SIZE DIVIDED LITES REMARKS TABLE R502.5(2) GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS LOCATION CATALOG NO. By Window Supplier) 0o Casement Existing Bath 1 Existing Existing W Mach.Room Existing Door Existing Door Swinging z (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-fir6 and eo0) Casement Kitchen 1 Existing Existing o DDD Kitchen Existing Door Existing Door Swinging LL, required number of jack studs) � o oos Casement Living Room 1 Existing Existing Phone : 631 -267-2490 t ODo Living Room Existing Door Existing Door Sliding L2 J_ ooa Casement Living Room 1 Existing Existing BUILDING Width (feet) Ooo Master Bedroom FWG6068 6'-0"x6'-8" Sliding LL oos Casement Living Room 1 Existing Existing w 2 0 2 8 3 G Bath#1 2668 2'-6"x 6'-8" Pocket = HEADERS AND GIRDERS oo Casement Living Room 1 Existing Existing EGRESS Email : SUPPORTING SIZE Span NJd Span NJd Span N) O02 d Laundry Room (2)2668 (2)2'-6"x6'-8" Swing oos Fixed Master Bedroom 1 P6045 5'-118"X4'-4?8" catabet.pe@gmail.com oos Laundry Room 2668 2'-6"x 6'-8" Pocket oo Casement Master Bedroom 1 Existing Existing � 2-2x4 3-1 1 2-8 1 2-S 1 O 7_ 7_ ooa Bedroom#2 Existing Door Existing Door Swing g g RE LOCATE,EGRESS = 2-2x6 4-6 1 11 1 6 1 g 17- oos Casement Master Bedroom 1 Existing Existing RE-LOCATE,EGRESS oos Bedroom#1 Existing Door Existing Door Swing o1 Casement Master Bathroom 1 Existin Existin 2-2X8 S-9 1 S-0 2 4-S 2 g 9 RE LOCATE,EGRESS 006 Closet 2668 2'-6"x 6'-8" Swing o t Casement Bedroom#1 1 Existing Existing EGRESS w 2-2x10 7-0 2 6-1 2 S-S 2 2-2X12 8-1 2 7-0 2 6-3 2 �� Master Bedroom 2668 2'-6"x 6'-8" Swing o Casement Bedroom#2 1 Existing Existing EGRESS ry One floor only 3-2x8 7-2 1 6-3 1 S-7 2 WalklnCloset 2668 2' s"xs' B" Pocket of Casement Bedroom#2 1 Existing Existing QF E111/ oos Master Bath 2668 2' 6"x 6' 8" Swing o Fixed Living Room 1 Existing Existing N A, 0,(� T � 3-2x 10 8-9 1 7-7 2 6-9 2 LU = 3-2x12 10-2 2 8-10 2 7-10 2 of Fixed Living Room 1 Existing Existing ;:9O 4-2x8 9-0 1 7-8 1 6-9 1 o DOD Guest House FWG6068 6'-0"x fi'-8" Sliding * V� �.� >_ 4-2x 10 10-1 1 8-9 1 7-10 2 010 Bath#2 2668 2'.6"x6,-8" Swing I z � I w °N' of Casement Bath 1 C13 L 14 4-2x12 11-9 1 10-2 2 9-1 2 Cz = 2'-0S X2'-1116' O 066262", ° 2-2X4 2-2 1 1-10 1 1-7 1 o Casement Guest House 1 CW235 4'-8�'X 3'-4 s' EGRESS ARO APV 11 1S S � 2-2x6 3-2 2 2-9 2 2-5 2 o Fixed Guest House _T 1-1 PTR6010 5'-118"X 1'-0" F 10 U-+ 2-2x8 4-1 2 3-6 2 3-2 2 N o t Fixed Guest House 1 P3510 3'-4J- x 1'-0" 1 2-2x10 4-11 2 4-3 2 3-10 3 F_ 2-2X12 5-9 2 S-0 3 4-S 3 DOOR SCHEDULE WINDOW SCHEDULE CD Two floors 3-2x8 S-1 2 4-S 2 3-11 2 NA NA PEV151ON5 a—/ Scale: NTS Scale: NTS ° 3-2X10 6-2 2 S-4 2 4-10 2 3-2x12 7-2 2 6-3 2 S-7 3 NOTE : ALL WI N DOW 51ZE5 TO BE VERI EI ED BEFORE ORDERI NG f�EV REVISION DATE LU 4-2x8 6-1 1 S-3 2 4-8 2 g 4-2X10 7-2 2 6-2 2 S-6 2 4-2X 12 8-4 2 7-2 2 6-S 2 z Q LU For SI: 1 inch = 2S.4 mm, 1 foot = 304.8 mm. Inv 0 a. Spans are given in feet and inches. n Q- b. Tabulated values assume =2 grade lumber. O U Luh c. Building width is measured perpendicular to the ridge. For widths between those shown, spans are permitted to be interpolated. PROJECT D U d. NJ - Number of jack studs required to support each end. V11-sere the number of required jack studs p equals one, the header is permitted to be supported by an approved framing anchor attached to the Ory full-height wall stud and to the header. Lu I/ LU O z CLIENT Q3'�knt 3'4rd 3'ltr1 Roof n 3265 Park Ave. Q 3 3 3' Mattituck, NY L KITCHEN LAUNDRY EXISTING BATH MASTER BATH BAR BATH#1 Q 3 3 3 77 Q 1112' 1112' 1 12 1112' 3' 1111' 1112' 3' 10, 110, 1112' 3' 112' r^ Sink Toilet Sink S,nk Toilet Sink Sink TWO R/ ON W = First Floor S" ' S U 2' �� hwrer S o"er z' �� �� 3' �� 2' 3' 2' z' 5 N E ET INF O � co co. co. OCo WINDOW & DOOR o SCHEDULE & PLUMB. R/ fl LU RISER Crawl Space arohttra oaddear z_ SCALE: NA co Taseai D PAWN BY; F R C) C I.HouceTrep IFILI CHECKED BY; FR DATE 10/14/2018 73n Q m PLUMBING RISER �Hr� - �. LCA 01 = Scale: NTS 0 tL/ O U NOTE: DOUBLE ACU 2X8 FLOOR JOISTS Chrl5tla n Tab et P . E . AND RIM BOARDS UNDER HOT TUB AREA U USE HUS 28-2TF JOIST HANGERS. 9 `1Con5UItin6j Ericjincer ° z O w NEW PIER W/6XG ACQ POST (n F,, 7'-37/6" — — — — _ 7'-33/1 G ON 12"0 SONOTUBE SEE DETAIL 4$5/A-04 Wr - - - - � - - NEW(2)2XSRI ARD I !L. REPLACE PIER r — — — — W/GXG ACQ POST w ON 12"0 50NOTUBE \ \ \ \ Phone: 631 -267-2490 EXISTING PIERS TO REMAIN SEE DETAIL 4$5/A-04 EXISTING PIERS TO REMAIN REPLACE PIER p IW/GXG ACQ POSTON 12"0 50NOTUBE w - NEW PIER - - - - - - - SEE DETAIL 4t5/A-04 I W/GXG ACQ POST — • — , — , — , — • — _ _ _ _ _ . _ , _. • _ _ , . , _ , _ , _ , _ , _ , _ • � • _ , _ , _ , ON 12"0 50NOTUBE LLJ — — — — — — — — — — — — — — — — — — — — — — — — — — — — H SISTER EXIST N RIM 60ARL� r - I SEE DETAIL 4t5/A-04 Email : I I I Io I� o IW NEW 2X8 D. mI I LINE OF DECK catabet.pe@gmail.com O In 515TEREXISTING2X8 p IW Ip @ IG 0•C, o I ADDITION ABOVE Z I -� F.J. W/NEW 2X8 F.J. I1 z 1� O I EXI51ING PIERS i W Ln F- 0 to N N N I NEW PIER N N IN I., Tq RI MAIN LO �I I W/GXG ACQ POST O EXISTING PIERS TO REMAIN zI ON 12"0 50NOTUBE SEE DETAIL 4*5/A-04 7— — — — — %E715 — — — — — \ \ \\ �'\ � P NR/ I G(2) 2X8 GIRDER � EXISTING PIERS TO REMAIN LIJ Z I SISTER EXISTING 2X8 `p \\ \ \ I I W d I I F.J. W/NEW 2X8 F.J. z C? �/ - \ \ 6 06626,04-N \ \ \ I REPLACE PIER O 66262' OI U \�. \ c� U I I W/GXG ACQ P05T 'x,90 NPS. \ `\\� PESSIo I O I ON 1 2"0 50NOTUBE p REPLACE PIER ` ` \ ` \ z = I SEE DETAIL 445/A-04 LL! W/GXG ACQ POST I \ \\ \ ` '\ N 0 N ` ' \ ON 1 2"0 50NOTUBE I \\'. \ \. \ \ \ 'u5 U I I NEW PIER SEE DETAIL 4t5/A-04 \. I I W/GXG ACQ P05T W I i OTLIBE EXIS JG(2) 2X8 GIRDER \ SE I ET 50 t5/A-0 SEE DETAIL 45/A-04 I�E V I I O N�J C � IoL —i I I = r2 W/GXG ACQ POST REV REVISION DATE ON 12"0 SONOTUBE A-04 LLJ .z SISTER EXISTING 2X8 o \_ \ , \ I SEE DETAIL 4t5/A-04 I� F.J. W/NEW 2X8 F.J. cn N \ \ \ a- ;w ; \,\ I 5' 113/6" d EXISTING PIERS TO REMAIN I (N LLJ REPLACE PIER WIGXG ACQ POST \ ` ON 12"0 50NOTUBE SEE DETAIL 4+t5/A-04 W \ \ \ \ Lu ` PROJECT LLJ \ ! ► D \ EXISTING\MI NG I I 0 \\\TO'REMAIN I ` \ \ \ ,` EX15TING PIERS TO REMAIN Lu 77 \ CLIENT I i 265 Park Ave. d \ \\\ \\ I Mattituck, NY d I i EXISTING PIERS TO REMAIN SHEET INFO \ EXISTING PIERS O \ � I \ — — — — — TO P,EMAIN — • — NEW(2)2X 12 RIM BOARD PROPOSED = ► FOUNDATION 0 o I OU ATION PLAN IER W I2 N PIER o� I ACD NEW CQ GXG ACQ POST QI I ON 12"0 SONOTUBE 5 E DETAIL 0I I SEE DETAIL 3/A-04 f- N N 1 2"0 SONOTUEE 0- NEN PIER ACQ POST I N NI zON 12"0 SONOTUBEDETAIL SCALE. = 1 �'0�� SEE DETAIL 1 4 N NEW 2X J. i zI �� I D DAWN BY, F R EW 2X 12 D.J. 20 O.C.I 1 Gil 0.C. i i I CN ECKED BY; FR i i I I i I _ DATE 10/14/2018 � NEW PIER N PIER NEW PIER ACQ POST W GXG ACQ POST ACQ POST �;�•I� �` 1`'i 'v ON 12"0 SONOTUBE I 0 12"0 SONOTUEE I ON 12"0 50NOTUBE SEE DETAIL SEE DETAIL I SEE DETAIL 3/A-04 Q — — — — • — N�W12)2X!2 RIM BOARD — — — — d " U m PROPOSED FOUNDATION PLAN � I Y•. R/ O U 301-716/1 G" ' OVERALL p �~j %2" PROPOSED %2' EX15 IN� 51 Chri5tian Tabct , I . E . w 14'- 10%2" 14'-4 3/6" O 21 '- 11316" G'-5%2" Con5UItincj Enojinccr z 7'-53/4" —7'-43/4" EXISTING DECK DECK NOTE: 8' 0 HOT TUB FILLED AND ADDITION OCCUPIED BY C PEOPLE, CAN NOT EXCEED 5000LB5. w � � !L o= NOTE: FOR HEADER SIZES AND w \ Q_ INFORMATION SEE TABLE Phone: 631 -267-2490 -LIdE_QE ROOF ABO�LE_ - - - - - - - n ,�Ln Ll 8502.5(2) ON PAGE DW-0 I a � i - - - - - p Emailz - - - - - - - - o catabet.pe@gmail.com _ I I PROPOSED DECK = w z I Ln I `� O w " > I i L - - - - - - - t� 01 - - - - - - - - - - - - - - - LU �; w LINE OF ROOF ABOVE = t\ OUP E I m LL z m \ 0 -1 ?- \ L NEW 5/4"X I " 2.0E PSL = AN q. o _ ~ — O I (4) 2XG POST (4) 2XG POT I m O * �-A Q OLu � I o09 PROPOSED Ln - z O I I MASTER � I F A 0 i a— N REMOVE EXISTINGWINDOWS 66262' BEDROOM AND RE-USE THE IN MASTER CL I o0 9O �QV BEDROOM #007 #008 N U I I �Ess�o (] � �i I I w — 0 IN =N N I N N i I - - - � I 004 C`— _ - - m - = I =-. 3'- 10" z I I- - - - w I �)I� PROPOSED _ m I_ _ - L - - - - � I REV151ON5 O d Ia MASTER - 005 I- - - 1- - - - - -I I 2 PROPOSED i I I I A-04 REV REVISION DATE Lu TALK-IN o08 I I O I II - \ e EXI TING - - - - - - - - J p- d- LIVING ROOM 4'-3%2" o' _ _ _ _ _ _ _ _ _ _ _ _ I O Lu CL NEW 5/4"X 14" OE P5L I o04 Z fY� = I _ N 10 (4) 2XG POST (4) 2XG P05T I (�Lo O eEX15TIlNG (n D jl -I DECK m I Lu m�of i i _ — REMOVE EXISTING WINDOW AND RE-USE IT IN O BEDROOM OM #009 MASTER enb 09J���i1blI ri3inr: Lu ILL o� EXISTING I BEDROOM # I W PROJECT o of I ` ., SII >I v ° wl ml � ILL OI p �I O w I to I o zl 004 W O _ 003 z — I 19 _ CLIENT Q p I Ik EXISTING ---L- d KITCHENerN � I'. I �� I M ATT? is 0 x 3265 Park Ave. °0 --- -- II EXISTING I�—� a ` '�- II � N S E Mattituck, NY BEDROOM #2 Q x ' 111 = E) - I z _ _ _ °' _ _ _ _ _ _ , i� MECH. EXISTING =_ F F LINE OROOABOVE ;' D — _ �h ROOM OO DECK ryG\ I N _ --- BATIH - - - - - - - - - - - - - - � I 9-` c - - - 8._ 4._4 " � 5HEET 1N1=O IG I - _ I_ _ -4% _ _ =N PROPOSED FIRST w I _— _ _ C ` z r - - - - ,� I'! j FLOOR PLAN O LINE OF ROOF ABOVE m I - � � BAH # I - _ I LEGEND �— N J of DEXISTING WALLS � NEW _ PROPOSED WALLS z DECK SCALE: %4" = 1 '-0" _ ------ -- w I Ln _ 0.5 NEW GUEST i DRAWN BY; FR (t� m I HOUSE I _ I -N CHECKED BY; FR 10 14 DATE 2018 / / ,1hN ti 2Uir+ PROPOSED FIRST FLOOR = —131 1 O%2" 4'- IY2" C'-315/ " C'-315/6" 1 Scale: 1/4" = 1'-0" 5/ 1 '-713/6" 51 4'- 1 1 112 Q 321-05/ 11 - Chrl5tla n Tab et ,U P . E . 11 Con5UItincjEngneer z z O N 2 9'-0136" r 1 2 21-01 3611 1_011 /�1_011 LU 4 z W Phone: 631 -267-2490 I I W I I Email .. � III II catabet.pe@gmaii.com OII I I U I I I ,I I I I i I it i II lil I ' i I III i j I I!I I cn I I I I � I I I f I O I i i li I I FL I III 1 I I I I I I I II I I I li i it I i I I II 'll ill � j 'I CL 'I I i (V j - - - - T I I I I w I I I III i II I i i I i II II I II I I I lil I i O�--- II II Ii,I I I I II I IIIII II I I , I i \ * V I I! � 1wc1c.1 I Z I II it I I j li I I I , I I I I I L I Q I I ' II , ; N UV OOF I II I I I I I . I I I I I I I I i IL I IL/ I i I I 0 1 I I I 6 III III o 6262. I i I I i � i - I Ii I R P w I - O Im N l F . i II o _ � I, E I i I S S II ; I II III — in I I I I I I Ili II I IIII II IIII I I I p p I VRCOFI1) K N I ( II I I - I I I II'II I � N I II I iI � II I I I I — IIS j i II I II Ii I I II Ln - I I II I III III I I I I I II � I I I I i . I � II I I I I II I i I LU I I EV15I0 m 'I D � NS I III I I II 'I I II I I I I I III - I I I Ili II I I _ I I i I I I II I. l III i I I I I I 'I I ' III 2 O ! I p II II I II ; 'I I I i ; I ! i ; I ! I III I � I ! I I I' I III i I d- A-04 REV REV1510N DATE LU I I LU I I I II. I I I I I III it I I I I II I I I I II I II I I I II I I Iil _ li III I i I it I I I - I � i I I I I I III I i I I I � I I III I I I i \ I m I I I I I j I J - - I I I I i li I i I II III I II I! I I I I I z I - I . I 'I I I I I it I I lil I IIT , : I II I III i I I II I II' i O II I I 11 I, LU it O I I I � I LU EXI5TING m kROOF TO BE fp i' REPAI RED ��� PROJECT LU U I O R/ EXI5TING LU ROOF TO BE REPAIRED ° CLIENT Q o 3265 Park Ave. z Q EXI5TING ROOF TO Mattituck, NY Gp REMAIN Q z Q 1 = I � - ---- -- - --- -- - - - 5 H E ET I N EO O �J -- ------ -- - PROPOSED ROOF AND o - -- - -------- --------- ROOF DECK PLAN w --- - -----— — — I = U -NEW ROOF- - -- -- if NEW-2X-1 2ROOF-RIDGE- SCALE: Y4 = 1 1-011 o DRAWN BY; FR -- ---=- -- -- --o �- - ---_-== C M EC KE D BY; FR --- - �, ----,� -------- - --- DATE 10/14/2018 uj--- ----- - -- L zU o U � PROPOSED ROOF PLAN A-04 O U P,a - - - - - - - - - - - - - Dev: IG' - 8" 12 a5.5 _ Kristian Tabet , P . E . 12 - - - - - - Elev: 14' - 9/2" NEW 2X12 Con5ultinoj Enojineer O ROOF RIDGE RAI L � �- �' NEW ROOF DECK R/ EG SS OI f _ _ - - -- - - - - - - - - Top Of Deck- - - - 91 - 2/411 W 5/4"X 14" 2.0EP5L -- - Phone : 631 -267-2490 I NEW GUEST I f-IOUSE 5 y4"X 14" 2.OE PSL 0 I I _ 3 i 4 I'� EG FSS ! N I I - z -- KITCNEI�l�IIII�I EXISTING o owl EXISTING �� o� Email : I ' H NE 2X 1 2 F.J I O. e @ IJ uJ II °°4 o LIVING ROOM °°� a LIVING ROOM X11 -I- -- - \ � \ I !I / FI I Ked Flo or I St Floor atabet.pe@gmail.coma g mail.com Elev: 0'-- 0"- >-> ^ j Deck_ _ _ i ' I■ EXISTING 2X8 D.J. @ 20"O.C. EIeV: - 0' - 1" X111 �-� I',( � �' �■ \ O � t ` :N: ■ F F � O 0... ■ : I ■ I �� AN A. YO Lu �. _ Ground- ■ !;I NEW PIER j II ■ f Elev: - 4' - 104" ■ ACQ P05T ■ EXISTING PIERS TO REMAIN REPLACE PIER REPLACE PIER O ON 12"0 SONOTUBE W/6XG ACQ P05T f W/GXG ACQ POST W i� SEE DETAIL 1 I' ON 12"0 50NOTUBE 9 ON 12"0 50NOTUBE W z I ! I G SEE DETAIL . .�.I. SEE DETAIL EXISTING PIERS TO REMAIN C? O O 66262' j PROPOSED BUILDING SECTION AROPEss1oNP i LLJ N , N J_ REV1510N5 0 Nuummun no � mm � no WOMEN mm � no MEMEM M/�!Ml ME No � mM � No WOMEN Mu � -pNEW 2X 12 ROOF RIDGE — REV REVISION DATE------ - Ridge, - - - - - - - - - - LLJ NEW RAIL -------- --._- Elev: 1 4' - 9/2° IrL ,, ■ '� e a ■ W a — --__ co I 4s 5° - - - - - - - - }To�Of Deck- - - - ■ ■ Ew X 12 J. a 1 G° C.s 2XG C.J. G O.C. Elev: 9' - 2/4" ■ ■ r O o z MAST � ■ 3"x8"ACQ 3"x8"ACQ ? ■ r HEADER R (L ■ WI(4)Y2" O GALVANIZED W/(4)Y2" 0 GALVANIZED ■ 1 I � I CLOSIT 0 BOLTS W/NUT5 t WASHERS BOLTS W/NUT5 t WASHERS ! O1 OO5 LIVING o MASTER w ---- --1=- BATI1 NEW G"XG"ACQ POST NEW G"XG"ACQ POST ■ - ROOM _ - - ^ P05T BASE SIMPSON EPBGG POST BASE 51MP50N EPBGG LLj = 12" PIPE, MIN. 9Y"EMBEDED 12" PIPE, MIN. 9y" EMBEDED I __ _—,. Flm5hed Floor @ 1 5t Floor PROJECT I --- " ------ ---- ' - -- - - _ - - -_ - - Deck w ■ ■ L/ ■ 1 2" 0 3000 P51 CONCRETE 12" 0 3000 P51 CONCRETE ■ Lu I (4) #4 EA. WAY, (4)#4 EA. WAY, I HOOKED AT BOTTOM. HOOKED AT BOTTOM. ■ LINIE OF EXCAVATION LINE OF EXCAVATION ■ Q ■ 9G07b COMPACTED FILL 9G%COMPACTED FILL ■ Ground Elev: - 4' - 10%2" LI ENT Q ■ �" ■ NEW GXG ACQ POST EXISTING PIERS TO REMAIN ■ a'. ■ ON 12"0 SONOTUBE p I 4 allaf SEE DETAIL 2 PROPOSED BUILDING SECTION 3265 Park Ave. Scale: 1/4" = 1'-0" Mattituck, NY I II� ■ 'I Q } ■ I ■ RAIL TO MATCH ■ °Ih �Ij II ■ EXISTING (V EXISTING BUILDING L �-' CARPORT POST DETAIL FLASHING DECKING SECURE KI ALUSTER S N E ET I N EO 0 WITH (1 88D WOOD O Scale: 1/Z" = 1'-0" __-__ ___ SCREW TOP t BOTTOM - Ll BUILDING SECTIONS � 2X8 D.J. w AND DETAILS ,L R/ J015T HANGER 13-- NEW G"XG"ACQ P05T NEW G"XG"ACQ P05T L P05T BASE 51MP50N EPBGG POST BA5E 51MP50N EPBGG 7- 12" PIPE, MIN, 9%" EMBEDED 12" PIPE, MIN. 9y"EMBEDDED 2" 0 3000 P51 CONCRETE 12" 0 3000 P51 CONCRETE ()7 (4)#4 EA, WAY, (4)#4 EA. WAY, HOOKED AT BOTTOM, HOOKED AT BOTTOM. LINE OF EXCAVATION LINE OF EXCAVATION LINE OF EXCAVATION LINE OF EXCAVATION 9G% COMPACTED FILL 9G% COMPACTED FILL 9G%COMPACTED FILL 9G%COMPACTED FILL SCALE. Y4" = 1 '-0" t9 u 1a D PAWN BY F R li—l_I—I ' I—I I_I—III—I 1-1'- - . ., I I_' I I_. III, —I 1 - = 11 =1 1 III11 1=1 1 —I — — — ! -- --I 1=1 =1 1-1 - .�I'!.' ° ____ I_ -LL -!_-L~ !. =1 I'I III,`II.' - `� II-- ! = III =III _ I — = -! �� III-111 I I I A- Illi- z -� I �-��-I-!I --,I S I -- I � - I I I ! I I _ _ _ _ _ _ _ _ — —III—' I __�_�--_ Ii111 Viii ChECKED BY; FR -IIII III-1_I -1 --_I ---I I_, _I_!_ I! -I -- -I 1- 1 -I -I =I 1=1 I_ I_I I 1=1 1= 1 - 2"'-' I !=1 1=1 -I 1 ! 1 —! 11 I -_! =1 ! —1 ! -I ! -_�=1 �,.,� DATE 10/14/2018 I_I;I I !—;I ! I-1 I I_I= 11=1 —1 11- I i-=1 I _I I ,, I, , - =11 I I1 I ,,I1 =1I-1 I !-1=11 I I, — 1— — ! a ! ',—III—--=1 �—----J I�I—I � 'I—III 'I I—�!_--- ! — _ --_!_ I � . - �---�I — p -I I -11 -1 =1I I-1_�I I f_ h ! 1=1 =1I I—II I1---I l I_I — = I� I I! I— I I�III-I I I S i� I i_ � I I ._ III ! I 1=1 11In L _ U — _ _ m REPLACEMENT POSTS DETAILS ��'" '"y! I-1-1 I II, ! !,I.1=1 _ 1/2" REPLACEMENT POSTS DETAI LS4 5 Scale: 1-0" Scale: 1J2„ V-0” z r L NOTE: ALTERNATE - INSTALL I G" 0 NOTE: ALTERNATE - INSTALL I G"0 TUBE ON 10'0 FOOTING 1 G"0 X 8"P,C• FOOTING TUBE ON I G"0 FOOTING 1 G" 0 X 8"P.C. FOOTING O W/(4)#4 BOTH DIRECTIONS W/(4)#4 BOTH DIRECTIONS U Chri5tian Tabet , P . E . 0 Con5lUltincj Encjinecr z 0 (s) (K Lu IL Lu Phone: 631 -267-2490 Dew: I G' - 8" RICICle, gl-, Email : Elev: 14' - 9%2" catabet.pe@gmaii.com 0 7- > ------ Lu (s) To Of Deck Elev: 0' - 2 14" CZ pN A. 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' Email 0 I1 II O, catabet.pe@gmail.com w I 1 EXISTING II DECK In w �0 N��/Y DANA 0 1L _ _ _ _ _ _ _ _ _ _ _ _ Tq �•A cc OL Iui O I I `\ \ 01 066262.' I \ R0FES S NI�NP� \ \ II w II EXISTING \ \ ` I LIVING ROOM REV I S I O N 5 REV REVISION DATE \ \ � CL z \ \ \ \ \ \ \ I LU EXISTING 1 BEDROOM # LU (�l \ Lu U \ \ \ \ \'\ ` \\' ' \ \ PROJECT EXISTING BEDROOM #2 OO \ \\ I w EXISTING EXISTING ` \ I LAUNDRY KITCHEN W \ \ \ ` \ \ `\\\ \ \ \,\\\ CL \ \ I MECH. EXISTING CLI ENT S H OVVE R DECK -I- EXISTING 3265 Park Ave. BATH MattltUCk d F , NY z I- - - - - -I 1— N EXISTING FOUNDATION PLAN 0 1 Scale: 1/4" = i'-o" EXISTING FIRST FLOOR PLAN SHEET IN1=0 Scale. 1/4 – 1-0 EXISTING FLOOR PLAN w 0 LU z I SCALE. /4 = 1 -0 (n D PAWN BY; FR CHECKED BY; FR \ DATE 1014 1 /2018 0 , Q >U- JAN - 4 2MO m y}- 3 EXISTING ROOF PLAN � -� nn 0 U RICIC16 - - - - - - Dew: 17 - 8 Y2` Christian Tabet , F . E . ° - - RIS - _ — - - Con5Ultin En sneer 77 E I cv: 14' - 9/2" 0 LU LU - Phone: 631 -267-2490 > LU Email : catabet.pe@gmail.com ',I — Fn5her I 5t i floor @ floor Elev:-O-,-- 0`- Dec n -L-j- — Elev: - 0' - I Deck NE \pN A. 8/211 Iry ------- Elev: 17 - tu 'x Ground Elev: - 4' - 2" R1 e cr. LU 0 1 EXISTING SOUTH ELEVATION �] _ -- - —-- _---- _-_--- - — ��AR U662 OPIE7s F) �I LLJ ---- - N LU O REV REVI510N DATE LU - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Finished floor @ 15t floor 0, - 0`- 77 Deck - - - - - - - - - - LLJ CID ry 0 A FL Ground - — - - — - - Elev: - 4' - 1012" Elev: 17' - 8Y2" EXISTING EAST ELEVATION CID PROJECTE ----------- Elev: 14' 9/2" LLJ CID --------------------------- r CLIENT li o 3265 Park Ave. 77 j _ Mattituck, NY rn - - - - - - - - - - - - - - - - floorI 5t Floor , Finished Elev: 0 0" :7 < Deck Elev: 0' - I RICIcle Elev: 17' - 8 Y2" ry .. . . . . . . . . . . . SHEET1Nff0 ILL G ro u In d Y211 -4 —: '- Elev: - 4' — - Elev14 EXISTING ELEVATIONS - 10 LUj II LU JAN 4 zLL- if 1 1-011 SCALE: 44 FR dd i VIII D RAWN BY (s) IN Finished Floor 15t floor CHECKED BY; FR Elev: 0' - 0" °' j %' /� _ Deck DATE 10/14/2018 Elev: - 0 75 . . . . . . xx lx X . . .. . . . . . . . "%> Ground - — - - — - - — - - — Elev: - 4' - 1 0,V2' JAN - 4 2019 00 21 0 \s n \�B hi hp Ay��,,• oN vk"' R R�9CG802� \\ \ \ \\ \b�\ \\ \� \\� 0� ' \ o CID-�;moo A" \\ v ti '$ty°O � o• q A 5 � �G�, � \ \ `p0 ct'00 t6' OWI 56, Cb G3 I �I / 0 eGNc����p Ioo 00 NP) CERTIFIED T0: - DRAWING INFORMATION: SCALE: 1"=30' DRAWN BY: R.K.H. FILE No.: Q036-18 DATE: FEBRUARY 28, 2018 SURVEY OF LOT 16 & PART OF LOT 17, ®F NEW LISA MCQUILKIN AS SHOWN ON MAP OF �V, ���� `�' + LAND SURVEYING MARRATOOKA POINT �� �rZ __—_-- ----------____-- FILED: MARCH 19, 1927 - MAP No: 331 PROPERTY INFORMATION: * 274 EAST MAIN STREET AT MATTITUCK, TOWN OF SOUTHOLD, EAST ISLIP, N.Y. 11730 SUFFOLK COUNTY, NEW YORK AREA: 22,894.14 Sq.Ft. = 0.5256 ACRES SCTM: 1000-123.00-08.00-022.004 ELEVATIONS IN NAVD88 DATUM TEL: 631-277-3605 ni ty�=' a° CONTOURS ARE IN 2ft. INTERVALS NO 05� y FAX: 631-277-3906�y vw UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7208 OF THE NEW YORK STATE EDUCATION LAA.COPIES OF THIS SURVEY NO NOT BEARING THE R &ONKE 0 OSSED SEAL ARE NOT CONSIDERED TO B8 A TRUE VAUD COPY.DISTANCES SHOWN FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE,AND ARE NOT INTENDED TO GUIDE W THE ERECTION OF FENCES OR OTHER STRUCTURES CERTIFICATION IND L RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF,TO THE COMPANY OR AGENCIES LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS 3265 PARK AVENUE, MATTITUCK ,ihy�1` f w �• _ b / _ �ira9 a h �L' � r ;- f ♦ ``�l�'ti���s Fes"++ .1 *�. � rl 1 . � s�• ��.� 777 ! t Z r �t lig►; - • y:. � i�r�f6G y Y � Y' �9 7 i� r � ISI. •� -� - , '�� Y 'r r b s_.}} � ----.•_'— _ �~ Iii.. 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