House PlansPLANS STATUS:REVISIONS:PROJECT INFOC-02SHEET TITLEARCHITECT OF RECORD:1 6/1/22 REMOVAL OF DECK/ ADD STEPS TO GRADEWarren CountyQueensbury NYConstruction Drawings 4/6/21Prelim #1 2/9/2170 Browns PathTom KubrickyCOVER SHEETDemetriou DesignsAndrea Demetriou - d2drafting@gmail.com22 Golfview Rd, Hadley, New York 12835THESE DRAWINGS HAVE BEEN REVIEWED FORCONFORMANCEWITH THE REQUIREMENTS OF THENEW YORK STATE BUILDING CODE. DISCREPANCIESBETWEEN THESE DESIGN DRAWINGS AND ACTUALFIELD CONDITIONS SHALL BE BROUGHT TO THEATTENTION OF THE DESIGNER AND THE BUILDING OWNER.ALL REVISIONS TO THESE PLANS SHALL BE REPORTED TOTHE ARCHITECT FOR REVIEW WITH THE REQUIREMENTS OFTHE BUILDING CODE.ETHAN P. HALL - Architect134 Dix Ave, Glens Falls, NY 12801Therma Tru Door & Andersen 400 Series Window ScheduleQuantity1112244Unit Type3068 FG6PBK4040LE EGRESSDH 30410-29 X 8 OH10068 FR SLDBASEMENT AWNDH 30410Door & Window TypeFiberglass EntryAwningDouble HungOverhead DoorSliding Patio DoorAwningDouble HungFramed R.O.Width38 3/8"48"76 5/16"96"117 3/4"32"38 1/8"Height82"48"60 7/8"84"80 1/4"17 1/2"60 7/8"Day LightN.A.16.00 Sq. Ft.22.34 Sq. Ft.N.A.64.12 Sq. Ft.2.30 Sq. Ft.11.17 Sq. Ft.Egress Area19.33 Sq. Ft.8.00 Sq. Ft.6.05 Sq. Ft.N.A.27.05 Sq. Ft.1.2 Sq. Ft.6.05 Sq. Ft.U-Value.14.30.30N.A..30.27.30SHGC.01.30.30N.A..26.34.30Note/Remarks 6 PanelEgressEgressEgress1B-1Sheet IndexIDC-01C-02A-01A-02A-03A-04A-05A-06A-07A-08NameRENDERINGCOVER SHEETFLOOR PLANSELEVATION VIEWSFOUNDATION PLAN1st FLOOR FRAMINGROOF FRAMINGSECTION VIEWSSECTION VIEWSSECTION VIEWSSOLID LOG WALLARCHITECTURAL LEGEND AND SYMBOLS:INTERIOR STUD WALLBEARING STUD WALLPOURED IN PLACE CONCRETEDETAIL NUMBERA-0X1ITEM INDICATORL1SHEET NUMBERSHEAR PANEL AT LOGOR FRAMED WALLA1ARCHITECTURAL ABBREVIATIONSA.B.BTWNBSMTCLGCL (CLO)CMUCONCDBLDNDF (D.FIR)EAHRL (LIN)LVLMAXMINM.O.SHEET METAL AND FLASHING:1. FLASH ALL EXTERIOR OPENINGS IN FRAMED WALLS.2. FLASH AND COUNTER FLASH ALL ROOF TO WALL CONDITIONS.3. FLASH AND CAULK WOOD BEAMS, OUTRIGGERS AND PROJECTIONS FROM EXTERIOR WALL AND ROOF SURFACES.EXT. STUD WALL w/VINYL SIDINGFLOOR FRAMING:1. FLOOR SHEATHING: 3/4" STANDARD T&G, O.S.B., APA #48/24 MIN. GLUE AND NAILED TO FRAMING WITH 10d NAILS AT 6" O.C. EDGE NAILING (E.N.) AND 8" O.C. FIELD NAILING (F.N.) UNLESS OTHERWISE NOTED. STAGGER ALL END JOINTS AND RUN PLYWOOD PERPENDICULAR TO THE DIRECTION OF THE DIRECTION OF THE FRAMING. (NOTE: 10d RING SHANKS ARE RECOMMENDED IN LIEU OF 10d NAILS)2. TRUSS DESIGN BY TRUSS MANUFACTURER (WHERE APPLICABLE). NOTE: TJI, MICRO-LAM, AND PARALLAM ARE TRADEMARK NAMES OF "TRUS-JOIST" CORP. NOTE: PJI ARE TRADEMARK NAME OF "ANTHONY POWER JOIST"3. PROVIDE DOUBLE JOISTS OR BLOCKING UNDER ALL PARALLEL PARTITION WALLS.4. PROVIDE EDGE NAILING TO ALL BLOCKING OR RIM JOISTS. CONNECT ALL BLOCKING OR RIM JOISTS, WHICH OCCUR IN SHEAR WALL LINES, TO TOP PLATES, WITH "SIMPSON" A35 FRAMING CLIPS AT 32" 0.C. UNLESS OTHERWISE NOTED.5. PROVIDE CONTINUOUS BLOCKING OVER ALL BEARING WALLS, SHEAR WALLS, BEAMS, AND HEADERS.6. CARRY UPPER LEVEL POSTS ONTO LOWER LEVELS AND PROVIDE SOLID BLOCKING UNDER ALL POSTS IN FLOORS.7. NO STRUCTURAL PANEL SHALL BE LESS THAN 12" IN ITS LEAST DIMENSION.8. USE 5/8" THICK GYPSUM BOARD (SHEETROCK) WHERE WOOD FRAMING IS SPACED AT 24" O.C. ATTACH TO FRAMING WITH GYP BOARD SCREWS AT 10" O.C. MAX. SCREWS SHALL BE LONG ENOUGH TO PENETRATE INTO THE WOOD FRAMING A MIN OF 3/4". STAGGER ALL END JOINTS AND RUN THE GYP. BOARD PERPENDICULAR TO THE DIRECTION OF THE FRAMING.9. PROVIDE MID-SPAN BLOCKING - TYPICAL.STAIRS AND HANDRAILS:1. STAIRS A. 8-1/4" MAXIMUM RISE, 9" MINIMUM TREAD WIDTH, 6'-8" MINIMUM HEADROOM WITH 36" MINIMUM WIDTH. B. HANDRAILS TO BE 34" (MIN) TO 38" (MAX) ABOVE TREAD NOSE AND TO BE CONTINUOUS FOR THE FULL LENGTH OF STAIRS - END RETURNED. HAND GRIP PORTION TO BE NOT LESS THAN 1-1/4" NOR MORE THAN 2" AND TO HAVE SMOOTH SURFACES WITH NO SHARP CORNERS.2. GUARDRAILS SHALL BE 42" HIGH MINIMUM WITH OPEN GUARDRAILS THAT SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A SPHERE 4 INCHES IN DIAMETER CANNOT PASS THROUGH.3. THE TOP RAILINGS AND HANDRAIL EXTENTIONS SHALL BE PLACED NO LESS THAN 34" OR MORE THAN 38" ABOVE THE NOSING OF THE TREADS AND LANDINGS. HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND, EXCEPT FOR PRIVATE STAIRWAYS, AT LEAST ONE HANDRAIL SHALL EXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS THAN 12" BEYOND THE BOTTOM RISER. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS.4. FIRE BLOCK WALLS AT STAIRS IN LINE WITH THE STRINGERS. 1/2" GYPSUM TO BE USED @ WALLS & SOFFIT OF ENCLOSED USEABLE SPACE UNDER THE STAIRS PER IRC R602.8 & R302.11ROOF FRAMING:1. ROOF SHEATHING: 5/8" STANDARD, CDX, O.S.B., (OR PLYWOOD.) APA #32/16 MIN. NAILED TO FRAMING WITH 8d NAILS @ 4" O.C. EDGE NAILING (E.N.) AND 8" O.C. FIELD NAILING (F.N.) UNLESS OTHERWISE NOTED. STAGGER ALL END JOINTS AND RUN PLYWOOD PERPENDICULAR TO THE DIRECTION OF THE FRAMING.2. TRUSS DESIGN BY TRUSS MANUFACTURER (WHERE APPLICABLE). NOTE: TJI, MICRO-LAM, AND PARALLAM ARE TRADEMARK NAMES OF "TRUS-JOIST" CORP. NOTE: PJI ARE TRADEMARK NAME OF "ANTHONY POWER JOIST"3. PROVIDE EDGE NAILING TO ALL BLOCKING OR RIM JOISTS. CONNECT ALL BLOCKING OR RIM JOISTS, WHICH OCCUR IN SHEAR WALL LINES, TO TOP PLATES WITH "SIMPSON" A35 FRAMING CLIPS AT 48" O.C. UNLESS OTHERWISE NOTED.4. PROVIDE CONTINUOUS BLOCKING OVER ALL BEARING WALLS,SHEAR WALLS, BEAMS, AND HEADERS.5. NO STRUCTURAL PANEL SHALL BE LESS THAN 12" IN ITS LEAST DIMENSION.6. USE 5/8" THICK GYPSUM BOARD (SHEET ROCK) WHERE WOOD FRAMING IS SPACED AT 24" O.C. ATTACH TO FRAMING WITH GYP. BOARD SCREWS AT 10" O.C. MAX. SCREWS SHALL BE LONG ENOUGH TO PENETRATE INTO THE WOOD FRAMING A MINIMUM OF 3/4". STAGGER ALL END JOISTS AND RUN THE GYP. BOARD PERPENDICULAR TO THE DIRECTION OF THE FRAMING.7. PROVIDE FREE VENTILATING AREA NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED PER IRC SECTION R408.1 & 408.2.8. PROVIDE 22" x 30" MINIMUM ATTIC ACCESS PER IRC SECTION R807.1.9. TOP CHORD OF GABLE TRUSSES TO BE MINIMUM OF 2x8. SEE TRUSS CALCULATIONS FOR ADDITIONAL INFORMATION.MISCELLANEOUS:1. PROVIDE 4" DIA. VENT TO OUTSIDE FROM CLOTHES DRYER2. CAULK ALL DOORS, WINDOWS, JOINTS, AND AREAS REQUIRED TO PROVIDE A WEATHERPROOF SEAL.3. DRYWALL NAILING SHALL BE IN ACCORDANCE WITH I.R.C. REQUIREMENTS FOR THE TYPES AND THICKNESS BEING USED UNLESS OTHERWISE NOTED.4. GLASS CLOSER THAN 18" ABOVE ADJACENT WALKING SURFACE SHALL BE FULLY TEMPERED GLASS.5. GLASS CLOSER THAN 24" TO DOORS SHALL BE FULLY TEMPERED GLASS.6. PROVIDE 5/8" TYPE "X" GYPSUM BOARD (ONE HOUR FIRE RRESISTIVE) ON ALL WALLS COMMON TO RESIDENCE AND GARAGE FROM FINISH FLOOR OF GARAGE TO ROOF SHEATHING OF RESIDENCE.7. DOOR FROM GARAGE TO RESIDENCE TO BE ONE HOUR FIRE RATED 1-3/8" THICK SOLID CORE WITH SELF CLOSING MECHANISM.8. PROVIDE ONE HOUR WALLS AND SOFFIT BENEATH STAIRS.9. PROVIDE 24" MINIMUM CLEAR DISTANCE IN FRONT OF TOILET, AND 30" CLEAR MINIMUM WIDTH.10. IF HEATING EQUIPMENT IS IN ATTIC, ATTIC ACCESS TO BE 30"x30" WITH 30" MINIMUM CLEAR ABOVE OPENING. SEE M1305.1.3 FOR MORE DETAILS.11. EXTERIOR SIDING SHALL HAVE A MINIMUM THICKNESS OF 3/8".12. "CHEMICAL TOILET IS REQUIRED ON-SITE DURING CONSTRUCTION" CPC APPENDIX CHAPTER 29.13. NO AIR DUCTS PENETRATING THE SEPERATION WALL OR CEILING BETWEEN THE GARAGE AND LIVING AREA, PER IRC R302.5.2.14. DOORS AND PANEL OF SHOWER AND BATH TUB ENCLOSURES AND ADJACENT WALL OPENINGS WITHIN 60" ABOVE A STANDING SURFACE AND DRAIN INLET SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC, PER IRC R308.4.5.BOLTING NOTES:THROUGH BOLTS:1. HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE.2. ALL NUTS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD.3. ALL BOLTS SHALL BE A.S.T.M. A-307 MINIMUM UNLESS OTHERWISE NOTED. BOLTS SHALL BE NEW AND WITHOUT EXSESSIVE RUST.4. ALL BOLTS SHALL BE TIGHTENED UPON INSTALLATION AND RE-TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB.LAG SCREWS:1. HOLES FOR LAG SCREWS SHALL BE PRE-DRILLED AS FOLLOWS:1/2" DIAMETER LAG SCREWS: USE 1/2" DIA x 12" LAG SCREWS WITH 1/2" MINIMUM COUNTER SINK, AT 30" O.C. UNLESS OTHERWISE SPECIFIED ON SHEAR WALL SCHEDULE. PRE-DRILL LOGS BEFORE INSTALLING SCREWS AS FOLLOWS: TOP LOG; 1/2" DIA THROUGH BOTTOM LOG: 15/64" DIA. A MINIMUM DEPTH OF 4-1/2". MINIMUM LAG EMBEDMENT = 4-1/2".3/8" DIAMETER LAG SCREWS: USE 3/8" DIA. x 12" LAG SCREWS WITH 1/2" MIN COUNTER SINK, AT 30" O.C. UNLESS OTHERWISE SPECIFIED ON SHEAR WALL SCHEDULE. PRE-DRILL LOGS BEFORE INSTALLING SCREWS AS FOLLOWS: TOP LOG; 3/8" DIA. THROUGH. BOTTOM LOG; 11/16" DIA. A MINIMUM DEPTH OF 4-1/2" MINIMUM LAG EMBEDMENT = 4-1/2".2. LAG SCREWS SHALL BE SCREWED (NOT DRIVEN) INTO PLACE.3. ALL LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINGST WOOD.4. ALL LAG SCREWS SHALL BE TIGHTENED UOPN INSTALLATION AND RE-TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB.5. ALL LAG SCREWS SHALL BE A.S.T.M. A-307 MINIMUM UNLESS OTHERWISE NOTED. SCREWS SHALL BE NEW AND WITHOUT EXCESSIVE RUST.GENERAL STRUCTURAL:1. HORIZONTAL FRAMING TO BE SPF #2 OR BETTER UNLESS OTHERWISE NOTED (U.O.N.).2. ALL POSTS SHALL BE EWP HEADER GRADE, U.O.N.3. 6x BEAMS AND LARGER SHALL BE EWP HEADER GRADE U.O.N.4. GLU-LAM BEAMS SHALL BE 24F-V3 SYP/SYP ARCHITECTURAL GRADE UNLESS OTHERWISE NOTED. (24F-1.8E)5. HARDWARE IS TO BE "USP CONNECTORS" OR APPROVED EQUAL.6. HEADERS ARE TO BE BUILT UP MATERIAL PER IRC TABLE R602.7(1) & R602.7(2) IN FRAMED WALLS UNLESS OTHERWISE NOTED. SUPPORT EACH HEADER WITH DOUBLE TRIMMER STUDS WHERE OPENINGS ARE 4'-0" WIDE OR WIDER.7. PROVIDE FULL BEARING SUPPORT FOR ALL BEAMS i.e. 4x BEAMS ARE TO BE SUPPORTED BY (2)-2x OR 4x POSTS i.e. 6x AND 8x BEAMS ARE TO BE SUPPORTED BY 6x AND 8x POSTS RESPECTIVELY.8. PROVIDE POSITIVE TYPE POST/ BEAM CONNECTION i.e. CC, BC, AC, PC, L, T etc.9. WHERE MULTIPLE 2x JOISTS ARE STITCHED TOGETHER FOR 2 OR 3 - USE (2) 16d's @ 12" O.C. FOR 4 OR MORE USE (2) 1/2" DIA. THROUGH BOLTS WITH WASHERS @ 24" O.C.10. MINIMUM NAILING REQUIREMENTS SHALL CONFORM TO TABLE R602.3(1) OF THE 2015 INTERNATIONAL BUILDING CODE.11. JOINTS IN DOUBLE TOP PLATES OF STUD BEARING WALLS SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD.12. ALL TOP PLATE SPLICES OF STUD WALLS SHALL BE A MINIMUM OF 48" O.C. LONG WITH (8) 16d's EACH SIDE OF EACH SPLICE. ALL INTERSECTING WALLS NOT AT 90 DEGREES WITH RESPECT TO EACH OTHER SHALL BE STRAPPED TOGETHER WITH "USP" ST22 STRAPS UNLESS OTHERWISE NOTED. ALL STRAPS ARE TO BE CENTERED ON SPLICE.13. WALLS BETWEEN HOUSE AND GARAGE TO BE 2x6 STUDS AT 16" O.C.14. ALL MEMBERS SHALL BE FRAMED, ANCHORED, TIED AND BRACED SO AS TO DEVELOP THE STRENGTH AND RIGIDITY NECESSARY FOR THE PURPOSES FOR WHICH THEY ARE USED.15. FOUNDATION CRIPPLE WALLS SHALL BE 2x6 AT 16" O.C. WITH A MINIMUM LENGTH OF 14" OR SHALL BE FRAMED OF SOLID BLOCKING PER IRC R602.9.16. NOTCHING OF EXTERIOR BEARING AND NONBEARING WALLS SHALL NOT EXCEED 25% AND 40% RESPECTIVELY. BORED HOLES TO BE NO MORE THAN 40% OF STUD WIDTH IN BEARING WALLS, 60% IN NONBEARING WALLS. SEE FIGURES R602.6(1) & R602.6(2) FOR MORE DETAILS17. FIRE BLOCK STUD WALLS AND PARTITIONS (INCLUDING FURRED SPACES) AT FLOOR, CEILING, SOFFIT, AND AT MID-HEIGHT OF WALLS OVER 10 FEET IN HEIGHT.18. MINIMUM CLEARANCE BETWEEN BOTTOM OF FLOOR JOIST AND THE GROUND SURFACE SHALL BE 18" MINIMUM. MINIMUM CLEARANCE FOR GIRDERS TO GROUND SURFACE SHALL BE 12" MINIMUM.19. BEARING AND EXTERIOR WALL STUDS TO BE CAPPED WITH DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS WITH OTHER PARTITIONS. END JOISTS IN DOUBLE TOP PLATES SHALL BE OFFSET AT LEAST 48".20. PROVIDE BLOCKING BETWEEN ALL FLOOR JOISTS, TRUSSES AND RAFTERS AT ALL BEARING WALLS, GIRDERS, HEADERS AND BEAMS.21. GLU-LAM BEAM CERTIFICATE REQUIRED AT FRAMING INSPECTION.PLUMBING AND ELECTRICAL:1. ALL WORK SHALL BE IN ACCORDANCE WITH ALL CODES, RULES, AND REGULATIONS AND SHALL COMPLY WITH THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES.2. ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO WEATHER SHALL BE ON G.F.I. CIRCUIT AND WEATHERPROOF.3. ALL OUTLETS LOCATED IN GARAGE, LAUNDRY, KITCHEN, AND BATHS TO HAVE GROUND FAULT INTERUPTERS. RECEPTACLES IN KITCHEN AND BATHS SHALL BE INSTALLED ABOVE COUNTERTOPS.4. PROVIDE SWITCHED OUTLETS 18" ABOVE FLOOR FOR GARBAGE DISPOSAL UNIT.5. INSTALL SMOKE DETECTORS ON PERMANENTLY WIRED CIRCUIT (NOT G.F.I.) AT LOCATION(S) INDICATED ON FLOOR PLAN(S). *ALL SMOKE DETECTORS SHALL BE HARDWIRED AND EQUIPPED WITH A BATTERY BACK-UP.6. PROVIDE WIRING FOR RANGE, HOOD, LIGHT AND FAN 72" ABOVE FLOOR AS APPLICABLE.7. PROVIDE 220V OUTLET FOR WATER HEATER AND HEATING EQUIP.8. ALL GAS FIRED EQUIPMENT IN GARAGE TO BE ON 18" HIGH WOOD PLATFORM, SEISMICALLY BRACED.9. CLOSET LIGHTING SHALL BE 18" FROM COMBUSTABLES MEASURED BOTH VERTICALLY AND HORIZONTALLY.10. IF BATHROOM HAS NO NATURAL VENTILATION, PROVIDE MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING FIVE AIR CHANGES PER HOUR. PER IRC R303.3.11. WHERE REQUIRED, PROVIDE 12"x14" PLUMBING ACCESS AT TUBS AND SHOWERS.12. WATERPROOF MATERIAL SHALL BE INSTALLED AROUND TUBS, AND SHOWERS TO A MINIMUM HEIGHT OF 6 FEET ABOVE FLOOR.13. WATER HEATERS WITH NON-RIGID WATER CONECTIONS SHALL BE STRAPPED FOR LATERAL SUPPORT.14. BATHROOM AND UTILITY ROOM FANS ARE TO BE CAPABLE OF 50 cfm INTERMITTENT OR 20cfm CONTINUOUS (TABLE M1507.4)15. KITCHEN AND BATHROOM LIGHTS ARE TO MEET ALL NEC STAND.16. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12" ABOVE THE FINISHED FLOOR.17. USE ONLY CEC CERTIFIED APPLIANCES, SHOWER HEAD, AND FAUCETS.18. INSTALL A 18"x24" CRAWL SPACE ACCESS WITHIN 20' OF ANY PLUMBING CLEANOUT.O.C.OPG (OPNG)OPTO.S.B.POLYPREFABP.S.I.P.S.F.R.B&BREBARRETSPFSYPSTORTYPU.N.OW/W.W.M.ANCHOR BOLTBETWEENBASEMENTCEILINGCLOSETCONCRETE MASONRY UNIT (BLOCK)CONCRETEDOUBLEDOWNDOUGLAS FIREACHHOURLINENLAMINATED VENEER LUMBERMAXIMUMMINIMUMMASONRY OPENINGON CENTERSOPENINGOPTIONALORIENTED STRAND BOARDPOLYETHYLENEPREFABRICATEDPOUNDS PER SQUARE INCHPOUNDS PER SQUARE FOOTREVERSE BOARD AND BATTENREINFORCING BARRETENTIONSPRUCE-PINE-FIRSOUTHERN YELLOW PINESTORAGETYPICALUNLESS NOTED OTHERWISEWITHWOVEN WIRE MESH.WORKMANSHIP:1. CONSTRUCTION SHALL BE OF THE HIGHEST QUALITY OF WORKMANSHIP. ALL WALLS SHALL BE PLUMB AND TRUE. ALL CONNECTIONS SHALL BE MADE SECURE ACCORDING TO ACCEPTED CONSTRUCTION PRACTICES OR AS SPECIFIED HEREIN OR AS PER THE CURRENT INTERNATIONAL BUILDING CODES.2. ALL CONSTRUCTION SHALL BE DONE IN A TIMELY AND QUALITY WORKMANSHIP LIKE MANNER TO PERSERVE THE INTEGREITY OF MATERIALS PROVIDED.WINDOW AND DOOR INSTALLATION:1. ALL EXPOSED WOOD SURFACES ON ALL WINDOW AND DOOR UNITS SHOULD BE COATED WITH AN APPROPRIATE SEALER AS SOON AS POSSIBLE AFTER DELIVERY.2. DOORS AND WINDOWS SHOULD BE STORED OUT OF THE WEATHER SO MOISTURE DAMAGE CAN BE AVOIDED. THESE ACTIONS WILL HELP PREVENT WARPING OR EXPANDING IN THE WOOD, WHICH CAN EFFECT PROPER OPERATION OF THE UNIT AFTER INSTALLATION.2. REFER TO MANUFACTURERS SPEC FOR PROPER OPERATION, ALL WINDOWS AND DOORS MUST BE INSTALLED PLUMB AND SQUARE.3. DO NOT OVERFILL GAPS BETWEEN WINDOW / DOOR JAMBS AND FRAMING WITH INSULATION AS THIS COULD CAUSE "BINDING" OF THE OPERABLE WINDOW SASH OR DOOR PANEL AND HINDER PROPER OPERATION.4. FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLATION OF THE UNIT AND ITS HARDWARE, AND FOR PROPER MAINTENANCE OF ALL DOORS, WINDOWS, AND SKYLIGHTS.STRUCTURAL UNITINDICATION (POST, BEAM ... )SHEAR INDICATOR1A-0XELEVATION NUMBERSHEET NUMBERDETAIL MARKERELEVATION MARKERBUILDING GRID LINESSHEET NUMBER1A-0XSECTION NUMBERSECTION MARKERREFERENCE,DATUM ORCONTROL POINTREVISION CLOUDREVISION NUMBERREVISIONSFOUNDATION:1. FOUNDATIONS ARE DESIGNED FOR A MIN OF 2500 POUNDS PER SQUARE FOOT ALLOW. SOIL BEARING PRESSURE UNLESS OTHERWISE NOTED.2. MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS TO BE A MIN OF 2500 psi. (5 STACKS OF CEMENT PER CUBIC YARD, 4" MAXIMUM SLUMP, 3/4" MAXIMUM AGGREDATE SIZE.)3. ALL CEMENT USED SHALL CONFORM TO A.S.T.M. C-150.4. REINFORCING STEEL TO CONFORM TO A.S.T.M. A615-40 FOR #4 AND SMALLER AND A615-60 FOR # 5 AND LARGER U.O.N.5. HORIZONTAL OR VERTICAL REINFORCEMENT NOTED "CONTINUOUS" SHALL HAVE A MINIMUM SPLICE EQUAL TO 30 BAR DIAMETERS IN CONCRETE.6. STAGGER ALL ADJACENT REINFORCEMENT SPLICES 48" MINIMUM.7. #5 OR LARGER REINFORCEMENT STEEL SHALL NOT BE REBENT.8. USE 4" CONCRETE SLAB WITH 6x6-#10 /#10 W.W.M. OVER 2" OF CLEAN DAMP SAND OVER 6 MIL VAPOR BARRIER OVER 4" CRUSHED ROCK OVER COMPACTED SUBGRADE AT LIVING SPACES. USE 4" CONCRETE SLAB SLAB WITH 6 x 6 - #10 /#10 W.W.M. OVER 4" CRUSHED ROCK COMPACTED SUBGRADE AT OTHER SLAB AREAS. INSTALL SLAB REINFORCEMENT AT CENTER LINE OF CROSS SECTIONAL AREA OF SLAB - TYPICAL.9. CONTINUOUS CONCRETE FOOTINGS SHALL BE 1'-4" WIDE BY 1'-6" MINIMUM BELOW NATURAL GRADE AT TWO STORY CONDITIONS AND 1'-0" MINIMUM BELOW NATURAL GRADE AT ONE STORY CONDITIONS. REINFORCE WITH (1) #4 HORIZONTAL REINFORCING BAR WITHIN 12" FROM TOP OF WALL WITH (1) #4 HORIZ. BAR AND (1) #4 BAR NEAR MID-HEIGHTOF WALL STORY U.O.N. PROVIDE #4 VERTICAL REINFORCEMENT BARS AT 24" O.C. WHEN STEM WALL HEIGHT EXCEEDS 24", MEASURED FROM TOP OF FOOTING, OR WHERE CONSTRUCTION JOINTS OCCUR.10. FOUNDATION SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 1/2" DIA. x 10" ANCHOR BOLTS AT 48" O.C. UNLESS OTHERWISE NOTED. BOLTS SHALL BE EMBEDDED 7" INTO REINFORCED CONCRETE. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 12" OF EACH END OF EACH PIECE. USE 2x2x3/16 FLAT CUT WASHERS.11. ALL WOOD BEARING ON CONCRETE OR MASONRY OR WITHIN 6" FROM THE GROUND SURFACE, SHALL BE PRESSURE TREATED DOUG FIR.12. SAWCUT ALL SLABS WITH 1" DEEP CRACK CONTROL, JOISTS AT INTERVALS NOT TO EXCEED 30' O.C. EACH WAY. SAWCUTTING SHALL OCCUR 16 TO 20 HOURS AFTER POUR.13. REMOVE ALL TREES AND PLANTS, INCLUDING ALL ROOTS WITHIN 5 FEET FROM FOUNDATION.14. FINISH GRADE SHALL SLOPE 6" IN FIRST 10 FEET AND AT 2% MINIMUM AWAY FROM ALL STRUCTURES FOR A MINIMUM OF 5 FEET.15. PROVIDE UNDER FLOOR VENTILATION NOT LESS THAN 1/150 SQUARE FEET OF THE TOTAL UNDER FLOOR AREA PER IRC SECTION R408.1 & R408.2.16. PROVIDE A MINIMUM OF A 18" x 24" FOUNDATION ACCESS TO ALL UNDER FLOOR AREAS PER IRC SECTION R408.4.17. CONCRETE AGGREGATES SHALL CONFORM TO A.S.T.M. C-33.18. PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES OR OTHER APPROVED METHOD, BUT MAY NOT BE EMBEDDED THEREIN.19. BOTTOM OF ALL FOOTING TRENCHES SHALL BE CLEAN AND LEVEL.20. WHERE 1/2" DIA. x 10" ANCHOR BOLTS HAVE NOT BEEN PROPERLY LOCATED USE 1/2" DIAMETER "HILTI" KWIK-BOLTS WITH 6" EMBEDMENT BELOW BOTTOM OF SLAB. INSTALL PER MANUFACTURERS RECOMMENDATIONS.21. WHERE 5/8" DIA. x 12" ANCHOR BOLTS HAVE NOT BEEN PROPERLY LOCATED, USE 5/8" DIA. "HILTI" KWIK-BOLTS WITH 6" EMBEDMENT BELOW BOTTOM OF SLAB. INSTALL PER MANUFACTURERS RECOMMENDATIONS.22. WHERE 3/4" DIA. x 15" ANCHOR BOLTS HAVE NOT BEEN PROPERLY LOCATED, USE 3/4" DIAMETER "HILTI" KWIK-BOLTS WITH 6" EMBEDMENT BELOW BOTTOM OF SLAB. INSTALL PER MANUFACTURERS RECOMMENDATIONS.GENERAL INFORMATION:1. DESIGN TO CONFORM TO THE LATEST EDITION OF THE 2020 INTERNATIONAL BUILDING CODES.2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. SHOULD A DISCREPANCY EXISIT, NOTIFY DESIGNER IMMEDIATLEY.3. IN ALL CASES, NOTED DIMENSIONS SHALL SUPERSEDE SCALED DIMENSIONS.4. ARCHITECT AND/OR DESIGNER ASSUMES NO REPONSIBILITY FOR ANY CHANGES, ERRORS, OMISSIONS, OR DEVIATIONS BY THE OWNER OR CONTRACTOR, EITHER INTENTIONAL OR ACCIDENTIAL.5. S.W.T. (OR S.W.S.) DENOTES SHEAR WALL TABLE (OR SCHEDULE).40 PSF40 PSF15 PSFGROUND SNOW LOADFIRST FLOOR LIVE LOADFIRST FLOOR DEAD LOADWIND LOADROOF DEAD LOADSECOND FLOOR DEAD LOADSECOND FLOOR LIVE LOAD10 PSF10 PSFDESIGN CRITERIA:CLIMATE ZONE115 MPH, 3 SEC. GUSTZONE 650 PSF1. MANUAL J&S ARE REQUIRED FOR MECHANICAL SYSEMS2. BLOWER DOOR TESTING COMPANY WILL NEED TO BE IDENTIFIED.
PLANS STATUS:REVISIONS:PROJECT INFOA-01SHEET TITLEARCHITECT OF RECORD:1 6/1/22 REMOVAL OF DECK/ ADD STEPS TO GRADEWarren CountyQueensbury NYConstruction Drawings 4/6/21Prelim #1 2/9/2170 Browns PathTom KubrickyFLOOR PLANSDemetriou DesignsAndrea Demetriou - d2drafting@gmail.com22 Golfview Rd, Hadley, New York 12835THESE DRAWINGS HAVE BEEN REVIEWED FORCONFORMANCEWITH THE REQUIREMENTS OF THENEW YORK STATE BUILDING CODE. DISCREPANCIESBETWEEN THESE DESIGN DRAWINGS AND ACTUALFIELD CONDITIONS SHALL BE BROUGHT TO THEATTENTION OF THE DESIGNER AND THE BUILDING OWNER.ALL REVISIONS TO THESE PLANS SHALL BE REPORTED TOTHE ARCHITECT FOR REVIEW WITH THE REQUIREMENTS OFTHE BUILDING CODE.ETHAN P. HALL - Architect134 Dix Ave, Glens Falls, NY 1280111.1722.4811.12LIGHT Sq. Ft. VENT Sq. Ft.BEDROOM 3BEDROOM 2HASROOMREQPASS ORFAIL CODEHASREQLIGHT AND VENT SCHEDULELIGHT AND VENT SCHEDULELIGHT AND VENT SCHEDULELIGHT AND VENT SCHEDULESQFT3651456.0511.17 6.05281MASTER11.2422.341391395.565.5611.1264.12 27.05KITCHEN/ DININGLIVING31.4364.12 27.05EGRESS - PASSEGRESS - PASSEGRESS - PASS4" Ø SEWERBasW.C.C.O.3"C.O.3"FLASHINGFLASHINGF.D.W.C.C.O.F.D.TubTubA.W.A.W.K.S.BasBasA.W.FLOOR DRAINTubWATER CLOSET1 1/2"CLEAN OUTW.C.Sh.BasC.O.T.S.P.4"F.D.AUTO, WASHERUTILITYUTILITYUTILITYUTILITY3"1 1/2"KITCHEN SINKK.S.1 1/2"1 1/2"3"BASINSHOWERBATHTUBTRAP SEAL PRIMER1 1/2"1 1/2"SYMSYMSYMSYMPLUMBING SCHEMEPLUMBING SCHEMEPLUMBING SCHEMEPLUMBING SCHEMEPIPE PIPE PIPE PIPE Ø5068 BI-FOLD5068 BI-FOLD3068306816683068306830683068306810068 FR SLD10068 FR SLDDH 30410DH 30410DH 30410DH 304109 X 8 OH9 X 8 OH3068 FDDH 30410-23068 FG6P4068 CO4068 BI-FOLD4068 BI-FOLDF
DW38'-0"13'-0"25'-0"29'-2"3 1/2" 2'-1" 3 1/2" 3'-7 1/2" 3 1/2"22'-9 1/2"3 1/2"14'-0"15'-6 1/2"5 1/2" 3'-0" 3 1/2" 3'-6" 3 1/2"14'-0"22'-9 1/2"3 1/2"14'-0"38'-0"12'-6 1/2" 5 1/2"24'-1"15'-0"49'-0"64'-0"5 1/2" 9'-9 1/2" 5 1/2"13'-10" 5 1/2"21'-7 1/2"5 1/2" 4'-0" 5 1/2" 7'-10"9'-9 1/2" 3 1/2" 6'-0" 3 1/2" 12'-4"5 1/2"37'-1"5 1/2"6'-3 1/2"12'-8 1/2" 3 1/2" 3'-6" 3 1/2" 8'-8" 5 1/2" 4'-10 1/2"26'-1"5 1/2" 3'-8 1/2" 3 1/2" 9'-11" 3 1/2" 2'-10 1/4"3 1/2"2'-10 1/4" 3 1/2" 9'-11" 5 1/2" 5'-8"5 1/2"14'-6 1/2" 5 1/2"18'-0"24'-1"6'-0" 5 1/2"5 1/2" 4'-0" 6'-0" 2'-6 1/2" 5 1/2" 6'-4"11'-5"6'-4" 5 1/2"5 1/2" 7'-0"12'-0"7'-1"10'-0"16'-6"10'-6" 5 1/2"26'-6 1/2"37'-5 1/2"64'-0"4'-5 1/2"MASTER BEDROOMMASTER BEDROOMMASTER BEDROOMMASTER BEDROOMWALK IN CLOSETWALK IN CLOSETWALK IN CLOSETWALK IN CLOSETPANTRYPANTRYPANTRYPANTRYKITCHENKITCHENKITCHENKITCHENBEDROOM 2BEDROOM 2BEDROOM 2BEDROOM 2GARAGEGARAGEGARAGEGARAGELIVING AREALIVING AREALIVING AREALIVING AREABATHBATHBATHBATHDINING AREADINING AREADINING AREADINING AREADNDNDNDNMAIN FLOOR Sq. Ft. = 1579MAIN FLOOR Sq. Ft. = 1579MAIN FLOOR Sq. Ft. = 1579MAIN FLOOR Sq. Ft. = 1579GARAGE Sq. Ft. = 658GARAGE Sq. Ft. = 658GARAGE Sq. Ft. = 658GARAGE Sq. Ft. = 658BEDROOM 3BEDROOM 3BEDROOM 3BEDROOM 3CLOSETCLOSETCLOSETCLOSETMUDROOMMUDROOMMUDROOMMUDROOMMVSD COSDSDSDUPUPUPUPCLOSETCLOSETCLOSETCLOSETMVBATHBATHBATHBATH(2)-2x12 #2 SPF HEADER ABOVETYPICAL FOR OPENINGS <3'-0"ON SINGLE JACK STUDS.(3)-2x12 #2 SPF HEADERS FOROPENINGS > 3'-0" ON DOUBLEJACK STUDS.2x6 #2 SPF FRAMED WALLS W/ STUDS@ 16" O.C., DBL TOP PLATE, SINGLE SHOE,7/16" APA RATED O.S.B. SHEATHING,INSULATION PER REQUIREMENTS,HOUSEWRAP AND DESIRED SIDING.3-PLY 1-3/4" x 12" LVL HEADER ABOVE3-PLY 1-3/4" x 12" LVL HEADER ABOVE3-PLY 1-3/4" x 12" LVL HEADER ABOVE3-PLY 1-3/4" x 12" LVL HEADER ABOVE3-PLY 1-3/4" x 12" LVL HEADER ABOVE3-PLY 1-3/4" x 12" LVL HEADER ABOVE3-PLY 1-3/4" x 12" LVL HEADER ABOVE3-PLY 1-3/4" x 12" LVL HEADER ABOVEONE HOUR FIRE RATED ASSEMBLYON CEILING, WALLS, ANDEXPOSED CARRY BEAMS.GYP BOARD AND FIRE TAPE REQUIREDIN GARAGEAA-06AA-06BA-07BA-07CA-08CA-08SCALE: 1/4" = 1'-0"1PLUMBING SCHEMATICSCALE: 1/4" = 1'-0"1MAIN FLOOR PLANGENERAL NOTES1. DO NOT SCALE OFF BLUEPRINTS. USE DIMENSIONS GIVEN. CALCULATE ADDITIONAL DIMENSIONS BY USING THOSE SHOWN ON PRINTS.2. WOODSTOVE / FIREPLACE, HEARTH AND CHIMNEY INSTALLATION PER MANUFACTURERS SPECIFICATIONS AND NFPA STANDARDS. MAINTAIN 2" MIN. FRAMING CLEARANCES AT ALL TIMES.3. GLULAM POSTS SHALL HAVE A "COMBINATION #50" DESIGNATION GLULAM BEAMS SHALL HAVE A "24F-V3 SYP/SYP" DESIGNATION/4. LOAD CARRYING CAPACITY OF GLULAM BEAMS, JOISTS AND POSTS IS GREATLY REDUCED BY ON-SITE DRILLING, NOTCHING OR PLANING OF SUCH MEMEBERS. IT IS VITAL THAT THE ENGINEER BE CONSULTED PRIOR TO ANY SUCH MODIFICATIONS.5. SEE DOOR AND WINDOW SCHEDULES FOR ROUGH OPENINGS.6. FININSHED SQUARE FOOTAGE CALCULATIONS FOR THIS BUILDING WERE BASED ON PLAN DIMENSIONS ONLY AND MAY VARY FROM THE FININSHED SQUARE FOOTAGE AS BUILT. CALCULATIONS WERE MADE IN ACCORDANCE WITH ANSI -Z765-19967. DO NOT REMOVE OR RELOCATE BEARING WALLS AND POSTS.8. ALL NON-DIMENSIONED INTERIOR PARTITIONS ARE 3-1/2" (2x4 CONSTRUCTION)9. SOME LOCAL CODES REQUIRE SMOKE DETECTORS IN ALL SLEEPING ROOMS. VERIFY WITH LOCAL AUTHORITIES.10. MECHANICAL VENTILATION REQUIRED IN ALL BATHROOMS.11. INSTALL APPROVED SAFETY HANDRAIL ON ALL INTERIOR STAIRS. HANDRAIL TO BE 2" MAX DIAMETER INSTALLED 3'-0" MAX ABOVE TREAD NOSING. BALUSTERS TO BE SPACED AS TO PREVENT PASSAGE OF 4" SPHERE.12. FOR ALL INTERIOR WALLS USE (2)-2x6 #2 SPF HEADERS W/ 1/2" SHIM ON ALL 2x4 NON-BEARING WALL OPENINGS LESS THAN 6'-0". USE (3) 2x10 #2 SPF HEADERS IN ALL 2x6 WALL OPENINGS LESS THAN 6'-0"13. SPERATE GARAGE LIVING SPACE ABOVE AND ADJACENT WITH ONE (1) HOUR FIRE RATED ASSEMBLIES AS REQUIERD.
PLANS STATUS:REVISIONS:PROJECT INFOA-02SHEET TITLEARCHITECT OF RECORD:1 6/1/22 REMOVAL OF DECK/ ADD STEPS TO GRADEWarren CountyQueensbury NYConstruction Drawings 4/6/21Prelim #1 2/9/2170 Browns PathTom KubrickyELEVATION VIEWSDemetriou DesignsAndrea Demetriou - d2drafting@gmail.com22 Golfview Rd, Hadley, New York 12835THESE DRAWINGS HAVE BEEN REVIEWED FORCONFORMANCEWITH THE REQUIREMENTS OF THENEW YORK STATE BUILDING CODE. DISCREPANCIESBETWEEN THESE DESIGN DRAWINGS AND ACTUALFIELD CONDITIONS SHALL BE BROUGHT TO THEATTENTION OF THE DESIGNER AND THE BUILDING OWNER.ALL REVISIONS TO THESE PLANS SHALL BE REPORTED TOTHE ARCHITECT FOR REVIEW WITH THE REQUIREMENTS OFTHE BUILDING CODE.ETHAN P. HALL - Architect134 Dix Ave, Glens Falls, NY 12801DECK AND/ OR STEPS TO GRADEDECK AND/ OR STEPS TO GRADEDECK AND/ OR STEPS TO GRADEDECK AND/ OR STEPS TO GRADEREQUIRED BY CODE AT ALL EXITSREQUIRED BY CODE AT ALL EXITSREQUIRED BY CODE AT ALL EXITSREQUIRED BY CODE AT ALL EXITS121212126666DECK AND/ OR STEPSDECK AND/ OR STEPSDECK AND/ OR STEPSDECK AND/ OR STEPSTO GRADE REQUIREDTO GRADE REQUIREDTO GRADE REQUIREDTO GRADE REQUIREDBY CODE AT ALL EXITSBY CODE AT ALL EXITSBY CODE AT ALL EXITSBY CODE AT ALL EXITS121212126666DECK AND/ OR STEPSDECK AND/ OR STEPSDECK AND/ OR STEPSDECK AND/ OR STEPSTO GRADE REQUIREDTO GRADE REQUIREDTO GRADE REQUIREDTO GRADE REQUIREDBY CODE AT ALL EXITSBY CODE AT ALL EXITSBY CODE AT ALL EXITSBY CODE AT ALL EXITSSCALE: 1/4" = 1'-0"4WEST ELEVATIONSCALE: 1/4" = 1'-0"3SOUTH ELEVATIONSCALE: 1/4" = 1'-0"2EAST ELEVATIONSCALE: 1/4" = 1'-0"1NORTH ELEVATIONELEVATION VIEWS ARE AN ARTISTRENDITION. ACTUAL FINISHES, TEXTURES, TRIMS,GRADING, ETC MAY VARY FROM DRAWINGS
PLANS STATUS:REVISIONS:PROJECT INFOA-03SHEET TITLEARCHITECT OF RECORD:1 6/1/22 REMOVAL OF DECK/ ADD STEPS TO GRADEWarren CountyQueensbury NYConstruction Drawings 4/6/21Prelim #1 2/9/2170 Browns PathTom KubrickyFOUNDATION PLANDemetriou DesignsAndrea Demetriou - d2drafting@gmail.com22 Golfview Rd, Hadley, New York 12835THESE DRAWINGS HAVE BEEN REVIEWED FORCONFORMANCEWITH THE REQUIREMENTS OF THENEW YORK STATE BUILDING CODE. DISCREPANCIESBETWEEN THESE DESIGN DRAWINGS AND ACTUALFIELD CONDITIONS SHALL BE BROUGHT TO THEATTENTION OF THE DESIGNER AND THE BUILDING OWNER.ALL REVISIONS TO THESE PLANS SHALL BE REPORTED TOTHE ARCHITECT FOR REVIEW WITH THE REQUIREMENTS OFTHE BUILDING CODE.ETHAN P. HALL - Architect134 Dix Ave, Glens Falls, NY 128011'-4"4 1/2" 7" 4 1/2"30"60"7"3"4"#4 VERTICAL REBAR AT 48" O.C.AT 4'-0" IN TOTAL HEIGHT, LOCATEAROUND ENTIRE PERIMETER OF WALL48"ALL REINFORCEMENTHELD 4" FROM INSIDEFACE OF WALL.48"NOT TO SCALEREBAR SCHEDULE10"HORIZONTAL #4 REBARHORIZONTAL #4 REBAR6"(2) #4 REBAR LOCATED HORIZONTALLYTHRU ENTIRE LENGTH OF POURED FOOTINGTYPICAL 8'-0" HIGH FOUNDATION WALLTYPICAL 8'-0" HIGH FOUNDATION WALLTYPICAL 8'-0" HIGH FOUNDATION WALLTYPICAL 8'-0" HIGH FOUNDATION WALLFOOTING AS PER PLANS34" STEEL COLUMN ASSEMBLYOR AS PER PLANS4" POURED CONCRETE SLABAS PER PLANSGIRDER PER PLANOVER GIRDER BELOW (TYPICAL)SOLID BLOCKING BETWEEN JOISTSFLOOR JOISTS PER PLAN (BY OTHERS)OVERLAPPED OVER GIRDER3/4" SUBFLOOR (BY OTHERS)DROPPED GIRDER DETAILNOT TO SCALE6"x6"x3/8" STEEL BEARING PLATE6" X 6" X 3/8" STEEL BASE PLATE LOCATEDATOP FOOTING OR FLOOR12"12"24"3"NAIL LOCATIONS,OPPOSING FACESBOLT LOCATION"LVL" BEAM"LVL" BEAM NAIL & BOLT CONNECTIONS"LVL" BEAM NAIL & BOLT CONNECTIONS"LVL" BEAM NAIL & BOLT CONNECTIONS"LVL" BEAM NAIL & BOLT CONNECTIONS* NAIL BEAM MEMBERS TOGETHER WITH 16d COMMON NAILS @ 12" O.C. (2 ROWS FOR BEAMS UP TO 12" DEEP; 3 ROWS FOR BEAMS OVER 12" DEEP) ON EACH FACE.* BOLT THROUGH ALL MEMBERS w/ 1/2" x 3-1/2" HEX MACHINE BOLT @ 24" O.C., STAGGERED FOR 3-PLY. (NUT & WASHERS SUPPLIED FOR BOLTS). COUNTERSINK 3/8" EACH SIDE FOR 3-1/2" BOLT OR 1/2" EACH SIDE FOR 5" BOLT.A-032A-034444A-03A-03A-03A-03SCALE: NO SCALEBASEMENT AWN B.O.BASEMENT AWN B.O.BK4040LE EGRESSBASEMENT AWN B.O.BASEMENT AWN B.O.MASONRY OPENINGMASONRY OPENING5'-9 3/4"15'-0"15'-11 1/4"16'-2"16'-10 3/4"2 3/4" 7'-0" 5'-9 1/4"11'-8 1/4"11'-8 1/4"10'-0"4'-7 1/2"12'-8"12'-8"12'-8"13'-0"10'-1" 5 1/2" 10'-0" 3'-6" 11 1/2"26'-6 1/2"4'-4 3/4"16'-2"16'-10 3/4"13'-0"6'-9 1/2"11'-5"6'-9 1/2"19'-0"19'-0"49'-0"38'-0"64'-0"37'-5 1/2"38'-0"13'-0"25'-0"(5) 32"x16" STANDARD VENTING UNITS REQUIREDFOR SQUARE FOOTAGE OF SPACE***SUGGESTED LOCATIONS SHOWN***6x6 NO.2 P.T. BASE POST FASTENED TO 12"CONCRETE PIER WITH SIMPSON CB66 ORAPPROVED EQUAL. PIER SHALL EXTEND TO16" x 16" x8" DEEP CONCRETE PAD BELOWFROST LEVEL. (TYPICAL ALL LOC)DBL 2x10 #2 SPF RIM JOIST CONTINUOUSOVER MASONRY OPENING. (TYPICAL)2x4 P.T. FRAMED WALL W/ STUDS@ 16" O.C., DBL TOP PLATE, SINGLESHOE AND INSULATION AS PER TABLE.MAY USE VAPOR BARRIER OR 1" AIR GAPBETWEEN STUDS & CONCRETE AND FRAMEW/ #2 SPF STUDS, AND P.T. BTM PLATE(TYPICAL FDN STUD WALLS)8" POURED CONCRETE FOUNDATION WALL.REINFORCE AS PER DETAIL. (TYP)16" x 10" DEEP POURED CONCRETEFOOTING w/ (2)-#4 REBAR CONTINUOUS.(TYPICAL)2x8 PRESSURE TREATED PLATE ANCHOREDTO CONCRETE FOUNDATION WALL w/ 1/2"GALV. BOLTS @ 4'-0" O.C. WITHIN 1'-0" OFALL CORNERS. (TYPICAL)BASEMENTBASEMENTBASEMENTBASEMENT"BOWMAN KEMP" BKF4040EGRESS WINDOW SYSTEM7" W x 9-1/4" H x 4" DEEP BEAM POCKET.ISOLATE UNTREATED WOOD w/ P.T. SHIMSOR WATERPROOFING MATERIAL(TYPICAL OF 2 @ 4-PLY GIRDERS)(4)-2x12 #2 SPF DROPPED GIRDER(TYPICAL)(4)-2x12 #2 SPF DROPPED GIRDER(TYPICAL)DROP GARAGE FLOOR 4" BELOWDROP GARAGE FLOOR 4" BELOWDROP GARAGE FLOOR 4" BELOWDROP GARAGE FLOOR 4" BELOWFOUNDATION SLAB OR INSTALL 4"FOUNDATION SLAB OR INSTALL 4"FOUNDATION SLAB OR INSTALL 4"FOUNDATION SLAB OR INSTALL 4"CURB IN ALL INTERIOR DOOR WAYSCURB IN ALL INTERIOR DOOR WAYSCURB IN ALL INTERIOR DOOR WAYSCURB IN ALL INTERIOR DOOR WAYSINTO GARAGE.INTO GARAGE.INTO GARAGE.INTO GARAGE.4" CONC. FLOOR SLAB REINFORCED WITH6x6-10/10 W.W.M. INSTALL OVER 6 MIL.POLY. MOISTURE BARRIER AND 6" MIN. OFCOMPACTED GRAVEL OR CRUSHED STONE.BASEMENT Sq. Ft. = 1581BASEMENT Sq. Ft. = 1581BASEMENT Sq. Ft. = 1581BASEMENT Sq. Ft. = 1581** SLOPE SLAB TOWARDS OPENINGS**** SLOPE SLAB TOWARDS OPENINGS**** SLOPE SLAB TOWARDS OPENINGS**** SLOPE SLAB TOWARDS OPENINGS**4" CONC. FLOOR SLAB REINFORCED WITH6x6-10/10 W.W.M. INSTALL OVER 6 MIL.POLY. MOISTURE BARRIER AND 6" MIN. OFCOMPACTED GRAVEL OR CRUSHED STONE.(TYPICAL)4" STEEL COLUMN ASSEMBLY ATOP24" x 24" x 12" DEEP CONCRETEFOOTING w/ 3-#4 REBAR EACH WAY.(TYPICAL)DAMP PROOFING(2)-2x6 #2 SYP P.T. STUDS ANCHORED @24" O.C. (STAGGERED) TYP AT BOTH ENDS2x6 #2 SPF FRAMED WALL w/ STUDS@ 16" O.C, DOUBLE TOP PLATE, ANDSINGLE P.T. SHOE. TO THE UNDERSIDEOF THE FIRST FLOOR FRAMING(2)-2x6 #2 SYP P.T. STUDS ANCHORED @24" O.C. (STAGGERED) TYP AT BOTH ENDSSD COLENNOX LIFE BREATHE WHOLE HOUSELENNOX LIFE BREATHE WHOLE HOUSELENNOX LIFE BREATHE WHOLE HOUSELENNOX LIFE BREATHE WHOLE HOUSEVENTILATION REQUIRED OR EQUIVALENTVENTILATION REQUIRED OR EQUIVALENTVENTILATION REQUIRED OR EQUIVALENTVENTILATION REQUIRED OR EQUIVALENTAA-06AA-06BA-07BA-07CA-08CA-08SCALE: 1/4" = 1'-0"2LOWER LEVELFOUNDATION:1. FOUNDATIONS ARE DESIGNED FOR A MIN OF 2500 POUND PER SQUARE FOOT ALLOWABLE SOIL BEARING PRESSURE, UNLESS OTHERWISE NOTED ON PLANS.2. MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS TO BE 2500 psi. (5 SACKS OF CEMENT PER CUBIC YARD, 4" MAXIMUM SLUMP, 3/4" MAXIMUM AGGREGATE SIZE.)3. ALL CEMENT USED SHALL COMFORM TO A.S.T.M. C-150.4. REINFORCING STEEL TO CONFORM TO A.S.T.M. A615-40 FOR #4 OR SMALLER, AND A615-60 FOR #5 AND LARGER U.O.N.5. HORIZONTAL OR VERTICAL REINFORCEMENT NOTED "CONT" SHALL HAVE A MINIMUM SPLICE EQUAL TO 30 BAR DIAMETERS IN CONCRETE.6. STAGGER ALL ADJACENT REINFORCEMENT SPLICES 48" MINIMUM.7. #5 OR LARGER REINFORCEMENT STEEL SHALL NOT BE REBENT.8a. USE 4" CONCRETE SLAB WITH 6x6 - #10/#10 W.W.M. OVER 2" OF CLEAN DAMP SAND OVER 6 MIL VAPOR BARRIER OVER 4" CRUSHED ROCK OVER COMPACTED SUBGRADE AT LIVING SPACES.8b. USE 4" CONCRETE SLAB WITH 6x6 - #10/#10 W.W.M. OVER 4" CRUSHED ROCK OVER COMPACTED SUBGRADE AT OTHER SLAB AREAS. INSTALL SLAB REINFORCEMENT AT CENTER LINE OF CROSS SECTIONAL AREA OF SLAB - TYPICAL.9. FOUNDATION SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 1/2" DIA x 10" ANCHOR BOLTS @ 48" O.C. UNLESS OTHERWISE NOTED. BOLTS SHALL BE EMBEDDED 7" INTO REINFORCED CONCRETE. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 12" OF EACH END OF EACH PIECE. USE 2 x 2 x 3/16 FLAT CUT WASHERS.10. ALL WOOD BEARING ON CONCRETE OR MASONRY, OR WITHIN 6" FROM THE GROUND SURFACE, SHALL BE PRESSURE TREATED.11. SAWCUT ALL SLABS WITH 1" DEEP CRACK CONTROL JOINTS AT INTERVALS NOT TO EXCEED 30' O.C. EACH WAY. SAWCUTTING SHALL OCCUR 16 TO 20 HOURS AFTER POUR.12. REMOVE ALL TREES AND PLANTS, INCLUDING ALL ROOTS, WITHIN 5' FROM FOUNDATION.13. FINISH GRADE SHALL SLOPE AT 2% MINIMUM AWAY FROM ALL STRUCTURES FOR A MINIMUM OF 5'14. PROVIDE UNDER FLOOR VENTILATION NOT LESS THAN 1/150 SQUARE FEET OF THE TOTAL UNDER FLOOR AREA PER U.B.C. SECTION 2306-7.15. PROVIDE A MINIMUM OF A 18"x24" FOUNDATION ACCESS TO ALL UNDER FLOOR AREAS PER U.B.C. SECTION 2306-3.16. CONCRETE AGGREGATES SHALL CONFORM TO A.S.T.M. C-33.17. PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES OR OTHER APPROVED METHOD, BUT MAY NOT BE EMBEDDED THEREIN.18. BOTTOM OF ALL FOOTONG TRENCHES SHALL BE CLEAN AND LEVEL.19. WHERE 1/2" DIA, x 10" ANCHOR BOLTS HAVE NOT BEEN PROPERLY LOCATED, USE 1/2" DIAMETER "HILTI" KWIK-BOLTS WITH 6" EMBEDDMENT BELOW BOTTOM OF SLAB. INSTALL PER MANUFACTURERS RECOMMENDATIONS.
PLANS STATUS:REVISIONS:PROJECT INFOA-04SHEET TITLEARCHITECT OF RECORD:1 6/1/22 REMOVAL OF DECK/ ADD STEPS TO GRADEWarren CountyQueensbury NYConstruction Drawings 4/6/21Prelim #1 2/9/2170 Browns PathTom Kubricky1st FLOOR FRAMINGDemetriou DesignsAndrea Demetriou - d2drafting@gmail.com22 Golfview Rd, Hadley, New York 12835THESE DRAWINGS HAVE BEEN REVIEWED FORCONFORMANCEWITH THE REQUIREMENTS OF THENEW YORK STATE BUILDING CODE. DISCREPANCIESBETWEEN THESE DESIGN DRAWINGS AND ACTUALFIELD CONDITIONS SHALL BE BROUGHT TO THEATTENTION OF THE DESIGNER AND THE BUILDING OWNER.ALL REVISIONS TO THESE PLANS SHALL BE REPORTED TOTHE ARCHITECT FOR REVIEW WITH THE REQUIREMENTS OFTHE BUILDING CODE.ETHAN P. HALL - Architect134 Dix Ave, Glens Falls, NY 128012222A-04A-04A-04A-04SCALE: NO SCALE12"12"24"3"NAIL LOCATIONS,OPPOSING FACESBOLT LOCATION"LVL" BEAM"LVL" BEAM NAIL & BOLT CONNECTIONS"LVL" BEAM NAIL & BOLT CONNECTIONS"LVL" BEAM NAIL & BOLT CONNECTIONS"LVL" BEAM NAIL & BOLT CONNECTIONS* NAIL BEAM MEMBERS TOGETHER WITH 16d COMMON NAILS @ 12" O.C. (2 ROWS FOR BEAMS UP TO 12" DEEP; 3 ROWS FOR BEAMS OVER 12" DEEP) ON EACH FACE.* BOLT THROUGH ALL MEMBERS w/ 1/2" x 3-1/2" HEX MACHINE BOLT @ 24" O.C., STAGGERED FOR 3-PLY. (NUT & WASHERS SUPPLIED FOR BOLTS). COUNTERSINK 3/8" EACH SIDE FOR 3-1/2" BOLT OR 1/2" EACH SIDE FOR 5" BOLT.38'-0"13'-8"10'-0 1/2"14'-3 1/2"13'-8"9'-10 1/2"13'-6" 11 1/2"7'-1" 4'-5 1/2" 4'-4 3/4"16'-2"16'-10 3/4"11 1/2" 3'-2 1/4" 3"6'-0 1/2"49'-0"2x8 PRESSURE TREATED No.2SYP NAILER ANCHORED WITH1/2" x 4" LAGS STAGGERED @12" O.C. , 2 ROWS. (TYPICAL)PLACE ONE JOIST @ EACH SIDE OFEVERY SUPPORT POST. (TYPICAL)2x8 #2 SYP P.T. DECK JOISTS HUNGW/ LUS28's @ 16" O.C. (TYPICAL)3-PLY 2x8 P.T. GIRDER w/ 1/2" P.T.PLYWOOD SHIM AND BC66POST CAP. (TYPICAL ALL LOCATIONS)2x8 #2 SYP PT JOIST HEADER6x6 NO. 2 P.T. BASE POST FASTENED TO12" CONCRETE PIER w/ CB66OR APPROVED EQUAL. PIER SHALL EXTENDTO 16" x 16" x 8" DEEP CONCRETE PADBELOW FROST LEVEL. (TYPICAL)DOUBLE JOISTS UNDER BATHTUB2x8 PRESSURE TREATED PLATE ANCHOREDTO FOUNDATION WALL W/ 1/2" GALV. BOLTS@ 48" O.C. WITHIN 1'-0" OF ALL CORNERS.(TYPICAL)BRIDGING @ MIDSPAN (TYP)SINGLE 2x10 No. 2 SPF RIMJOISTS. (TYPICAL)2x10 #2 SPF FLOOR JOISTS LAPPEDTOGETHER OVER DROPPED GIRDER@ 16" O.C. (TYPICAL)(2)-2x10 #2 SPF TRIMMER/HEADEREACH SIDE OF STAIR OPENING.(TYPICAL)(4) 2x12 #2 SPF DROPPED GIRDER.(TYPICAL)(4) 2x12 #2 SPF DROPPED GIRDER.(TYPICAL)SOLID BLOCKING ATOP GIRDER,BETWEEN JOISTS @ POST, STAIRAND BEARING WALL LOCATIONS.(TYPICAL)2x10 BLOCKING WHEREVER THERE ISA FIRST FLOOR WALL RUNNING PARALLELTO FLOOR JOISTS. (TYPICAL)2x10 BLOCKING @ 16" O.C. (TYP)2x6 KNEEWALL FRAMING UNDERFLOOR SYSTEM TO MATCH FLOORHEIGHTS IN GARAGE LOCATION ONLYAA-06AA-06BA-07BA-07CA-08CA-0815'-11 1/4"16'-2"16'-10 3/4"SCALE: 1/4" = 1'-0"11st FLR FRAMINGFLOOR FRAMING:1. FLOOR SHEATHING: 3/4" STANDARD T&G, O.S.B., APA #48/24 MIN. GLUE AND NAILED TO FRAMING WITH 10d NAILS AT 6" O.C. EDGE NAILING (E.N.) UNLESS OTHERWISE NOTED. PERPENDICULAR TO THE DIRECTION OF THE STAGGAR ALL END JOISTS AND RUN PLYWOOD FRAMING. (NOTE: 10d RING SHANKS ARE RECOMMENDED IN LIEU OF 10d NAILS)2. TRUSS DESIGN BY TRUSS MANUFACTURER (WHERE APPLICABLE). NOTE TJI, MICRO-LAM AND PARALLAM ARE TRADEMARK NAMES OF "TRUS-JOIST" CORP.3. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITION WALLS AND UNDER TUBS, ETC.4. PROVIDE EDGE NAILING TO ALL BLOCKING OR RIM JOISTS.5. PROVIDE CONTINUOUS BLOCKING OVER ALL BEARING WALLS, SHEAR WALLS, BEAMS, AND HEADERS.6. CARRY UPPER LEVEL POSTS INTO LOWER LEVELS AND PROVIDE SOLID BLOCKING UNDER ALL POSTS IN FLOORS.7. PROVIDE RIM JOIST (PER PLAN) AT FIRST LEVEL FLOOR FRAMING TO ACCEPT LAGS.8. PROVIDE MID-SPAN BLOCKING - TYPICAL
PLANS STATUS:REVISIONS:PROJECT INFOA-05SHEET TITLEARCHITECT OF RECORD:1 6/1/22 REMOVAL OF DECK/ ADD STEPS TO GRADEWarren CountyQueensbury NYConstruction Drawings 4/6/21Prelim #1 2/9/2170 Browns PathTom KubrickyROOF FRAMINGDemetriou DesignsAndrea Demetriou - d2drafting@gmail.com22 Golfview Rd, Hadley, New York 12835THESE DRAWINGS HAVE BEEN REVIEWED FORCONFORMANCEWITH THE REQUIREMENTS OF THENEW YORK STATE BUILDING CODE. DISCREPANCIESBETWEEN THESE DESIGN DRAWINGS AND ACTUALFIELD CONDITIONS SHALL BE BROUGHT TO THEATTENTION OF THE DESIGNER AND THE BUILDING OWNER.ALL REVISIONS TO THESE PLANS SHALL BE REPORTED TOTHE ARCHITECT FOR REVIEW WITH THE REQUIREMENTS OFTHE BUILDING CODE.ETHAN P. HALL - Architect134 Dix Ave, Glens Falls, NY 128011'-0"26'-6 1/2"37'-5 1/2"1'-0"10 1/2"19'-0"19'-0"10 1/2"10 1/2" 12'-1 1/2" 10 1/2"12'-6"13'-4 1/2"1'-0" 9'-0"6'-0"49'-0"1'-0"14'-4"5'-6 1/2"19'-0"10 1/2"T2T2aT3T2T3aCOMMON TRUSSES @ 24" O.C.T3GABLE END TRUSS FLUSH w/OUTSIDE OF FRAMED WALLBELOW (TYPICAL)6x8 P.T. PORCHCARRY BEAM2x6 SUB-FASCIA ATEND OF TRUSSES2x4 OUTRIGGERS LAID FLAT@ 16" O.C. w/ 2x6 STRONG BACKS@ 16" O.C. (TYPICAL)COMMON TRUSSES @ 24" O.C.T1aT1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1aT2T2T2T2T2T2T2T2T3T3H3 CLIPS AT EACH TRUSS/ WALLH3 CLIPS AT EACH TRUSS/ WALLH3 CLIPS AT EACH TRUSS/ WALLH3 CLIPS AT EACH TRUSS/ WALLCONNECTION THIS SIDE ONLYCONNECTION THIS SIDE ONLYCONNECTION THIS SIDE ONLYCONNECTION THIS SIDE ONLYTC26 FASTENERS AT EACH TRUSS/WALL CONNECTION THIS SIDE ONLYAA-06AA-06BA-07BA-07CA-08CA-08"SIMPSON" TC26 TRUSSCONNECTOR. TRUSSNAILS MUST BE LOCATEDAT INTERIOR END OFSLOTS. (11) 10d COMMONSREQUIRED2x6 FRAMED WALL W/STUDS AT 16" O.C. ANDINSULATION PER PLANS2x8 TOP CHORDPRE-FABRICATED TRUSS,SPEC'S PROVIDED BY MNF.2A-055/8" O.S.B. ROOFSHEATHINGDESIRED SOFFIT w/2" CONT. VENT STRIP"SIMP" H3 ANCHORS(TYPICAL.)2x6 SUB-FASCIAW/ DESIRED FASCIANOT-TO-SCALETRUSS EAVE DETTRUSS EAVE DETTRUSS EAVE DETTRUSS EAVE DETTRUSS T1PROVIDED BY MANUFACTURER ON DELIVERYINSTALLATION AND BRACING REQUIREMENTSPREFABRICATED TRUSS - CERTIFICATIONSGABLE END TRUSSFINK TRUSSTRUSS T3aTRUSS T2aTRUSS T2TRUSS T1aTRUSS T31GABLE END TRUSSGABLE END TRUSS2x8 TOP CHORD125102x8 TOP CHORD18GARAGE TRUSS3-POINT BEARINGSCALE: 1/4" = 1'-0"1ROOF FRAMINGROOF FRAMING:1. ROOF SHEATHING: 5/8" STANDARD, CDX O.S.B., (OR PLYWOOD) APA #32/16 MIN NAILED TO FRAMING WITH 8d NAILS @ 6" O.C. EDGE NAILING (E.N.) AND 12" O.C. FIELD NAILING (F.N.) UNLESS OTHERWISE NOTED. STAGGER ALL END JOINTS AND RUN PLYWOOD PERPENDICULAR TO THE DIRECTION OF THE FRAMING.2. TRUSS DESIGN BY TRUSS MANUFACTURER (WHERE APPLICABLE). NOTE: TJI, MICRO-LAM, AND PARALLAM ARE TRADE MARKS NAMES OF "TRUS-JOIST" CORP.3. PROVIDE EDGE NAILING TO ALL BLOCKING OR RIM JOISTS. CONNECT ALL BLOCKING OR RIM JOISTS, WHICH OCCUR IN SHEAR WALL LINES, TO TOP PLATES WITH "SIMP." A35 FRAMING CLIPS @ 48" O.C. UNLESS OTHERWISE NOTED.4. PROVIDE CONTINUOUS BLOCKING OVER ALL BEARING WALLS, SHEAR WALLS, BEAMS, AND HEADERS.5. NO STRUCTURAL PANEL SHALL BE LESS THAT 12" IN ITS LEAST DIMENSION.6. USE 5/8" THICK GYPSUM BOARD (SHEETROCK) WHERE WOOD FRAMING IS SPACED AT 24" O.C. ATTACH TO FRAMING WITH GYP BOARD SCREWS AT 10" O.C. MAX. SCREWS SHALL BE LONG ENOUGH TO PENETRATE INTO THE WOOD FRAMING A MINIMUN OF 3/4". STAGGER ALL END JOISTS AND RUN THE GYP BOARD PERPENDICULAR TO THE DIRECTION OF THE FRAMING.7. PROVIDE FREE VENTILATING AREA NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED PER C.B.C.8. PROVIDE 22" x 30" MINIMUM ATTIC ACCESS PER BOCA SECTION 1211.2.9. TOP CHORD OF TRUSS TO BE 2x4 MINIMUM. SEE TRUSS CALCULATIONS FOR ADDITIONAL INFORMATION.
PLANS STATUS:REVISIONS:PROJECT INFOA-06SHEET TITLEARCHITECT OF RECORD:1 6/1/22 REMOVAL OF DECK/ ADD STEPS TO GRADEWarren CountyQueensbury NYConstruction Drawings 4/6/21Prelim #1 2/9/2170 Browns PathTom KubrickySECTION VIEWSDemetriou DesignsAndrea Demetriou - d2drafting@gmail.com22 Golfview Rd, Hadley, New York 12835THESE DRAWINGS HAVE BEEN REVIEWED FORCONFORMANCEWITH THE REQUIREMENTS OF THENEW YORK STATE BUILDING CODE. DISCREPANCIESBETWEEN THESE DESIGN DRAWINGS AND ACTUALFIELD CONDITIONS SHALL BE BROUGHT TO THEATTENTION OF THE DESIGNER AND THE BUILDING OWNER.ALL REVISIONS TO THESE PLANS SHALL BE REPORTED TOTHE ARCHITECT FOR REVIEW WITH THE REQUIREMENTS OFTHE BUILDING CODE.ETHAN P. HALL - Architect134 Dix Ave, Glens Falls, NY 1280139'-9"10 1/2" 5 1/2"37'-1"5 1/2" 10 1/2"6 3/4" 9'-11 1/4"10'-6"19'-10 1/2"19'-10 1/2"HEEL HEIGHTTRUSS "T1" IS A STANDARD FINK TRUSS @ 24" O.C.61210"7 9/16"4" 7'-9 1/2" 1'-0" 8'-1 1/4"10'-6"2x12 #2 SPF FLOOR JOISTS PER PLANLAPPED OVER DROPPED GIRDER BELOWCLASS "A" FIBERGLASS / ASPHALTSHINGLES ON 30 lb. ASPHALTSATURATED FELT ON 5/8" O.S.B.APA-RATED SHEATHING (TYPICAL)CONTINUOUS RIDGE VENTPREFABRICATED TRUSS - CERTIFICATIONSINSTALLATION AND BRACING REQUIREMENTSPROVIDED BY MANUFACTURER ON DELIVERY24" x 24" x12" DEEP CONCRETEFOOTING w/ 3-No.4 REBAREACH WAY (TYPICAL)4" STEEL COLUMN ASSEMBLY(TYPICAL)PROVIDE PERFORATED DRAINAGE PIPEIN STONE BED AROUND PERIMETEROF ENTIRE FOOTINGS. DAYLIGHT PERSITE CONDITIONS. (TYP)(4)-2x12 #2 SPF DROPPED GIRDER2x6 SUBFASCIADESIRED SOFFIT FINISH WITHCONTINUOUS STRIP OF VENTINSERTED INTO BACK TO BACKGROOVES ON 2x4 SOFFIT NAILERCOMMON TRUSSES PER PLAN2x12 #2 SPF SINGLE RIM JOISTTO BE FLUSH WITH OUTSIDE OFFOUNDATION WALL (TYP)2x8 P.T. SILL PLATE w/ SILL SEALANCHOR w/ 1/2" DIA.GALV.-ANCHOR BOLT PER PLAN / 12"FROM CORNERS AND ALL SPLICES.3/4" APA RATED SUBFLOOR (TYP)2x6 #2 SPF FRAMED WALLS w/ STUDS@ 16" O.C., DBL TOP PLATE, SINGLE SHOE,7/16" APA RATED O.S.B. SHEATHING,HOUSEWRAP, INSULATION PERREQUIREMENTS AND DESIRED SIDING.16" x 10" DEEP CONCRETE FOOTINGw/ 2-No.4 REBAR CONTINUOUS.(TYPICAL)8" THICK 8'-0" TALL POURED CONCRETEFOUNDATION WALL. (TYPICAL)DAMP PROOFING2x4 #2 SPF FRAMED WALL AS PER PLANSDESIRED FASCIA4" POURED CONCRETE FLOOR SLABw/ 6" x 6" x10/10 WELDED WIRE MESHOR FIBER MESH. INSTALL 6-MIL.POLY- ETHYLENE VAPOR BARRIER BELOW.612INSTALL APPROVED SAFETY RAILING AT ALLINTERIOR STAIRWAYS: 2-1/4" MAX RAIL DIA.RAIL 3'-0" ABOVE TREAD NOSING. BALUSTERSSPACED TO PREVENT PASSAGE OF 4" SPHERE2x8 TOP CHORDTRUSS T1PROVIDED BY MANUFACTURER ON DELIVERYINSTALLATION AND BRACING REQUIREMENTSPREFABRICATED TRUSS - CERTIFICATIONSGABLE END TRUSSFINK TRUSSTRUSS T3aTRUSS T2aTRUSS T2TRUSS T1aTRUSS T31GABLE END TRUSSGABLE END TRUSS2x8 TOP CHORD125102x8 TOP CHORD18GARAGE TRUSS3-POINT BEARINGSCALE: 3/8" = 1'-0"2TRUSS T1SCALE: 3/8" = 1'-0"1SECTION A-A1. ALL WORK SHALL BE IN ACCORDANCE WITH ALL CODES, RULES AND REGULATIONS AND SHALL COMPLY WITH THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES.2. ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO WEATHER SHALL BE ON G.F.I. CIRCUIT AND WEATHERPROOF.3. ALL OUTLETS LOCATED IN GARAGE, LAUNDRY, KITCHEN AND BATH TO HAVE GROUND FAULT INTERUPTERS. RECEPTICALS IN KITCHEN AND BATHS SHALL BE INSTALLED ABOVE COUNTERTOPS4. PROVIDE SWITCHED OUTLETS 18" ABOVE FLOOR FOR GARBAGE DISPOSAL.5. INSTALL SMOKE DETECTORS ON PERMANENTLY WIRED CIRCUIT (NOT G.F.I.) AT LOCATIONS INDICATED ON ELECTRICAL PLANS. ALL SMOKE DETECTORS SHALL BE HARDWIRED AND EQUIPPED WITH A BATTERY BACK-UP.6. PROVIDE WIRING FOR RANGE, HOOD, LIGHT AND FAN AT 72" ABOVE FLOOR AS APPLICABLE.7. PROVIDE 220 VOLT OUTLET FOR WATER HEATER AND HEATING EQUIPMENT.8. ALL GAS FIRED EQUIPMENT IN GARAGE TO BE ON 18" HIGH WOOD PLATFORM. SEISMICALLY BRACED.9. CLOSET LIGHTING SHALL BE 18" MINIMUM FROM COMBUSTABLES. MEASURED BOTH VERTICALLY AND HORIZONTALLY.10. PROVIDE MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING FIVE AIR CHANGES PER HOUR. PER UBC 1203.3.11. WHERE REQUIRED, PROVIDE 12"x14" PLUMBING ACCESS AT TUBS AND SHOWERS.12. WATERPROOF MATERIAL SHALL BE INSTALLED AROUND TUBS AND SHOWERS TO A MINIMUM HEIGHT OF 6 FEET ABOVE FLOOR.13. INSTALL A 18"x24" CRAWL SPACE ACCESS WITHIN 20' OF ANY PLUMBING CLEANOUT.14. BATHROOM AND UTILITY ROOM FANS ARE TO BE CAPABLE OF FIVE AIR CHANGES PER HOUR PER NEC 1504.15. KITCHEN AND BATHROOM LIGHTS ARE TO MEET ALL STANDARDS16. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12" ABOVE THE FINISHED FLOOR.ELECTRICAL AND PLUMBING:STAIRS AND HANDRAILS:1. STAIRS: A. 8-1/4" MAXIMUM RISE, 9" MINIMUM TREAD WIDTH, 6'-8" MINIMUM HEADROOM WITH 36" MINIMUM WIDTH. B. HANDRAILS TO BE 34" MIN TO 38" MAX ABOVE TREAD NOSE AND TO BE CONTINUOUS FOR FULL LENGTH OF STAIRS - END RETURNED HAND GRIP PORTION TO BE NOT LESS THAN 1 1/4" NOR MORE THAN 2" AND TO HAVE SMOOTH SURFACES WITH NO SHARP CORNERS.2. GUARDRAILS SHALL BE 36" HIGH MINIMUM WITH OPEN GUARDRAILS THAT SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PASS THROUGH.3. THE TOP RAILINGS AND HANDRAIL EXTENTIONS SHALL BE PLACED NO LESS THAN 34" OR MORE THAN 38" ABOVE THE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND, EXCEPT FOR PRIVATE STAIRWAYS, AT LEAST ONE HANDRAIL SHALL EXTEND IN THE DIRECTIONOF THE STAIR RUN NOT LESS THEN 12" BEYOND THE TOP RISER OR LESS THAN 12" BEYOND THE BOTTOM RISER. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFTEY TERMINALS.
PLANS STATUS:REVISIONS:PROJECT INFOA-07SHEET TITLEARCHITECT OF RECORD:1 6/1/22 REMOVAL OF DECK/ ADD STEPS TO GRADEWarren CountyQueensbury NYConstruction Drawings 4/6/21Prelim #1 2/9/2170 Browns PathTom KubrickySECTION VIEWSDemetriou DesignsAndrea Demetriou - d2drafting@gmail.com22 Golfview Rd, Hadley, New York 12835THESE DRAWINGS HAVE BEEN REVIEWED FORCONFORMANCEWITH THE REQUIREMENTS OF THENEW YORK STATE BUILDING CODE. DISCREPANCIESBETWEEN THESE DESIGN DRAWINGS AND ACTUALFIELD CONDITIONS SHALL BE BROUGHT TO THEATTENTION OF THE DESIGNER AND THE BUILDING OWNER.ALL REVISIONS TO THESE PLANS SHALL BE REPORTED TOTHE ARCHITECT FOR REVIEW WITH THE REQUIREMENTS OFTHE BUILDING CODE.ETHAN P. HALL - Architect134 Dix Ave, Glens Falls, NY 1280110 1/2" 5 1/2"12'-6 1/2"5 1/2"24'-1"5 1/2" 10 1/2"39'-9"19'-10 1/2"19'-10 1/2"6 3/4" 9'-11 1/4"10'-6"HEEL HEIGHTTRUSS "T2" IS A STANDARD FINK TRUSS @ 24" O.C.6122x8 TOP CHORDTRUSS T1PROVIDED BY MANUFACTURER ON DELIVERYINSTALLATION AND BRACING REQUIREMENTSPREFABRICATED TRUSS - CERTIFICATIONSGABLE END TRUSSFINK TRUSSTRUSS T3aTRUSS T2aTRUSS T2TRUSS T1aTRUSS T31GABLE END TRUSSGABLE END TRUSS2x8 TOP CHORD125102x8 TOP CHORD18GARAGE TRUSS3-POINT BEARING1'-0" 5 1/2"12'-6 1/2"5 1/2"24'-1"5 1/2" 1'-0"4" 1'-4 1/2"9'-2 3/4"10'-6"6 3/4"2x8 JOIST HEADERWATERPROOFINGCOMMON TRUSSES PER PLAN3-PLY 2x8 P.T. GIRDER W/SIMPSON BC6 POST CAP.BEYONDDESIRED DECKING2x8 #2 SYP P.T. DECK JOISTS HUNGW/ LUS28's PER PLAN (TYPICAL)16" x 10" DEEP CONCRETE FOOTINGw/ 2-No.4 REBAR CONTINUOUS.(TYPICAL)2x8 PRESSURE TREATED No.2SYP NAILER. (TYPICAL)6x6 P.T. PORCH POST4" POURED CONCRETE FLOOR SLABw/ 6" x 6" x10/10 WELDED WIRE MESHOR FIBER MESH. INSTALL 6-MIL.POLY- ETHYLENE VAPOR BARRIER BELOW.8" THICK FROST WALL POURED CONCRETEFOUNDATION WALL. (TYPICAL)CLASS "A" FIBERGLASS / ASPHALTSHINGLES ON 30 lb. ASPHALTSATURATED FELT ON 5/8" O.S.B.APA-RATED SHEATHING (TYPICAL)6x8 P.T. PORCH CARRY BEAM OR3-PLY 2x8 #2 SPF BUILT-UP CARRY BEAMW/ 1/2" PLYWOOD SHIMS TO BE WRAPPEDDESIRED SOFFIT FINISH WITHCONTINUOUS STRIP OF VENTINSERTED INTO BACK TO BACKGROOVES ON 2x4 SOFFIT NAILERCONTINUOUS RIDGE VENTDESIRED FASCIA2x6 SUBFASCIAPROVIDE PERFORATED DRAINAGE PIPEIN STONE BED AROUND PERIMETEROF ENTIRE FOOTINGS. DAYLIGHT PERSITE CONDITIONS. (TYP)2x6 P.T. SILL PLATE w/ SILL SEAL. ANCHOR w/ 1/2" DIA.GALV.-ANCHOR BOLT PER PLAN / 12"FROM CORNERS AND ALL SPLICES.STEP FOOTINGS TOSTEP FOOTINGS TOSTEP FOOTINGS TOSTEP FOOTINGS TOREMAIN BELOW FROSTREMAIN BELOW FROSTREMAIN BELOW FROSTREMAIN BELOW FROSTLEVEL (TYP)LEVEL (TYP)LEVEL (TYP)LEVEL (TYP)2x6 #2 SPF FRAMED WALLS w/ STUDS@ 16" O.C., DBL TOP PLATE, SINGLE SHOE,7/16" APA RATED O.S.B. SHEATHING,HOUSEWRAP, INSULATION PERREQUIREMENTS AND DESIRED SIDING.6x6 NO. 2 P.T. BASE POST FASTENED TO12" CONCRETE PIER w/ SIMPSON CB66OR APPROVED EQUAL. PIER SHALL EXTENDTO 16" x 16" x 8" DEEP CONCRETE PADBELOW FROST LEVEL. (TYPICAL)*TECHNO POSTS ARE APPROVED EQUALPREFABRICATED TRUSS - CERTIFICATIONSINSTALLATION AND BRACING REQUIREMENTSPROVIDED BY MANUFACTURER ON DELIVERY612SCALE: 3/8" = 1'-0"4TRUSS T2SCALE: 3/8" = 1'-0"1SECTION B-B39'-9"6 3/4" 9'-11 1/4"10'-6"19'-10 1/2"19'-10 1/2"TRUSS "T2a" IS A GABLE END TRUSSWITH 2x8 #2 SPF TOP CHORDHEEL HEIGHT612SCALE: 3/8" = 1'-0"2TRUSS T2a
PLANS STATUS:REVISIONS:PROJECT INFOA-08SHEET TITLEARCHITECT OF RECORD:1 6/1/22 REMOVAL OF DECK/ ADD STEPS TO GRADEWarren CountyQueensbury NYConstruction Drawings 4/6/21Prelim #1 2/9/2170 Browns PathTom KubrickySECTION VIEWSDemetriou DesignsAndrea Demetriou - d2drafting@gmail.com22 Golfview Rd, Hadley, New York 12835THESE DRAWINGS HAVE BEEN REVIEWED FORCONFORMANCEWITH THE REQUIREMENTS OF THENEW YORK STATE BUILDING CODE. DISCREPANCIESBETWEEN THESE DESIGN DRAWINGS AND ACTUALFIELD CONDITIONS SHALL BE BROUGHT TO THEATTENTION OF THE DESIGNER AND THE BUILDING OWNER.ALL REVISIONS TO THESE PLANS SHALL BE REPORTED TOTHE ARCHITECT FOR REVIEW WITH THE REQUIREMENTS OFTHE BUILDING CODE.ETHAN P. HALL - Architect134 Dix Ave, Glens Falls, NY 1280126'-9"6 3/4" 6'-8 1/4"7'-3"13'-4 1/2"13'-4 1/2"TRUSS "T3a" IS A GABLE END TRUSSWITH 2x8 #2 SPF TOP CHORDHEEL HEIGHT6124" 1'-6"9'-1 1/4"7'-3"2x6 #2 SPF FRAMED WALLS w/ STUDS@ 16" O.C., DBL TOP PLATE, SINGLE SHOE,7/16" APA RATED O.S.B. SHEATHING,HOUSEWRAP, INSULATION PERREQUIREMENTS AND DESIRED SIDING.PROVIDE PERFORATED DRAINAGE PIPEIN STONE BED AROUND PERIMETEROF ENTIRE FOOTINGS. DAYLIGHT PERSITE CONDITIONS. (TYP)4" POURED CONCRETE FLOOR SLABw/ 6" x 6" x10/10 WELDED WIRE MESHOR FIBER MESH. INSTALL 6-MIL.POLY- ETHYLENE VAPOR BARRIER BELOW.16" x 10" DEEP CONCRETE FOOTINGw/ 2-No.4 REBAR CONTINUOUS.(TYPICAL)WATERPROOFINGDESIRED FASCIA2x6 SUBFASCIACLASS "A" FIBERGLASS / ASPHALTSHINGLES ON 30 lb. ASPHALTSATURATED FELT ON 5/8" O.S.B.APA-RATED SHEATHING (TYPICAL)DESIRED SOFFIT FINISH WITHCONTINUOUS STRIP OF VENTINSERTED INTO BACK TO BACKGROOVES ON 2x4 SOFFIT NAILER8" THICK POURED CONCRETEFROST WALL. (TYPICAL)2x6 P.T. SILL PLATE w/ SILL SEAL.ANCHOR w/ 1/2" DIA.GALV.-ANCHOR BOLT PER PLAN / 12"FROM CORNERS AND ALL SPLICES.PREFABRICATED TRUSS - CERTIFICATIONSINSTALLATION AND BRACING REQUIREMENTSPROVIDED BY MANUFACTURER ON DELIVERYCOMMON TRUSSES PER PLANCONTINUOUS RIDGE VENT612STEP FOOTINGS TOSTEP FOOTINGS TOSTEP FOOTINGS TOSTEP FOOTINGS TOREMAIN BELOW FROSTREMAIN BELOW FROSTREMAIN BELOW FROSTREMAIN BELOW FROSTLEVEL (TYP)LEVEL (TYP)LEVEL (TYP)LEVEL (TYP)39'-9"6 3/4" 9'-11 1/4"10'-6"19'-10 1/2"19'-10 1/2"HEEL HEIGHTTRUSS "T1a" IS A GABLE END TRUSSWITH 2x8 #2 SPF TOP CHORD6126 3/4" 6'-8 1/4"7'-3"10 1/2" 5 1/2"24'-1"5 1/2" 10 1/2"13'-4 1/2"13'-4 1/2"26'-9"TRUSS "T3" IS A STANDARD FINK TRUSS @ 24" O.C.HEEL HEIGHT6122x8 TOP CHORDTRUSS T1PROVIDED BY MANUFACTURER ON DELIVERYINSTALLATION AND BRACING REQUIREMENTSPREFABRICATED TRUSS - CERTIFICATIONSGABLE END TRUSSFINK TRUSSTRUSS T3aTRUSS T2aTRUSS T2TRUSS T1aTRUSS T31GABLE END TRUSSGABLE END TRUSS2x8 TOP CHORD125102x8 TOP CHORD18GARAGE TRUSS3-POINT BEARINGSCALE: 3/8" = 1'-0"5TRUSS T3aSCALE: 3/8" = 1'-0"1SECTION C-CSCALE: 3/8" = 1'-0"3TRUSS T1aSCALE: 3/8" = 1'-0"2TRUSS T3