Loading...
HomeMy WebLinkAbout20181131 2018.118_plansGENERAL NOTES AND SPECIFICATIONS IMPORTANT NOTES: G1. ALL CONSTRUCTION IS TO COMPLY TO RESIDENTIAL CODE (2015) & LOCAL CODES. NEW YORK STATE 2017 UNIFORM CODE SUPPLEMENT. G2. ALL ELECTRICAL WORK IS TO COMPLY TO THE NATIONAL ELECTRICAL CODE. G3. ALL HEADERS, FLOOR JOISTS & RAFTERS ARE TO BE SPRUCE -PINE -FIR #2 OR BETTER, STUDS - STUD GRADE. G4. ALL HEADERS ARE TO BE 3-2X10'S UNLESS OTHERWISE SPECIFIED. ALL TRUSSES SHALL BE ENGINEERED BY FABRICATOR AS PER REQUIRED DESIGN LOADS. TRUSSES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST TRUSS PLATE INSTITUTE SPECIFICATIONS. G5. DETAILED TRUSS DRAWINGS SHALL BE SUPPLIED BY FABRICATOR AND SHALL BE APPROVED BY A NEW YORK STATE CERTIFIED ENGINEER G6. PROVIDE TEMPORARY CONSTRUCTION BRACING FOR TRUSSES UNTIL PERMANENT BRACING AND PLYWOOD ROOF SHEATHING IS IN PLACE. G7. DESIGN LOADS: FIRST FLOOR SECOND FLOOR ROOF 40 psf LIVE LOAD - 10 psf DEAD LOAD 40 psf LIVE LOAD -10 psf DEAD LOAD 50 psf GROUND SNOW LOAD 115 mph WIND LOAD 10 psf DEAD LOAD G8. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITION WALLS UNLESS OTHERWISE SPECIFIED. G9. JOISTS: A.) SHALL BE SUPPORTED LATERALLY (TO PREVENT ROTATION) AT THE ENDS BY FULL DEPTH SOLID BLOCKING NOT LESS THAN 2" NOMINAL THICKNESS OR BY ATTACHMENT TO HEADER, BAND, RIM JOIST, OR TO AN ADJOINING STUD. B.) IN SEISMIC DESIGN CATEGORIES D1 AND D2, LATERAL RESTRAINT MUST BE PROVIDED AT EACH INTERMEDIATE SUPPORT R502.7. G10. NOTCHING REQUIREMENTS FOR EXTERIOR LOAD BEARING WALLS: A.) LOAD BEARING WALLS CUT MORE THAN 50% MUST BE SECURED BY A METAL TIE .054 THICK BY 1 1/2 INCHES WIDE WITH 8-16D NAILS ON EACH SIDE EXCEPT WHERE EXTERIOR WALLS ARE COVERED BY SHEATHING. B.) HOLES BETWEEN 40% AND 60% OF STUD DEPTH REQUIRE DOUBLE STUDS. C.) NO HOLES ARE PERMITTED WITHIN 5/8 INCH OF THE EDGE OF ANY STUD. D.) NO HOLES ARE PERMITTED WITHIN ON THE SAME CROSS SECTION AS A NOTCH ON ANY STUD. E.) NO NOTCHES ARE PERMITTED TO BE MORE THAN 25% OF THE STUD DEPTH . R502.8., 602.6(1).(2) R602.6.1. PROPER FUEL COMBUSTION. G11. ALL MATERIALS AND EQUIPMENT SUPPLIED SHALL BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS AND AS PER LOCAL CODES AND REQUIREMENTS. G12 . FINAL LOCATION OF EQUIPMENT SHALL BE VERIFIED BY SUBCONTRACTORS AND OR SITE SUPERVISOR. G13. BATHROOM NOTES: A.) ALL BATHROOMS SHALL BE PROVIDED WITH 3 SQUARE FEET OF GLAZED AREA, HALF OF WHICH MUST BE OPENABLE UNLESS ARTIFICIAL LIGHT AND INTERMITTENT MECHANICAL VENTILATION (50 CFM) TO OUTSIDE OR 20 CFM OF CONTINUOUS VENTILATION IS PROVIDED. G14. TYPE "C" 3/4 HOUR FIRERATED DOOR AND JAMB WITH SELF CLOSING HARDWARE SHALL BE INSTALLED BETWEEN GARAGE AND LIVING SPACE OF RESIDENCE R309. G15. PROVIDE 1/2 INCH GYPSUM WALL BOARD ON INTERIOR WALLS AND CEILINGS. G16. PROVIDE 5/8 INCH TYPE -X FIRERATED GYPSUM BOARD ON GARAGE WALLS AND CEILINGS. G17. PROVIDE 1/2 INCH TYPE -X FIRERATED GYPSUM BOARD ON INSIDE OF COMMON WALLS WITH GARAGE. G18. PROVIDE 1/2 INCH WATER RESISTANT GYPSUM BOARD AROUND TUBS, SHOWERS AND WHIRLPOOLS. G19. BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE G20. A.) EMERGENCY ESCAPE AND RESCUE OPENING. WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED B.) THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR R310.1. C.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQ. FT. R310.2.1 D.) GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM CLEAR OPENING OF 5.0 SQ. FT.. E.) THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE NOT LESS THAN 24 INCHES R310.2.1. F.) THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE NOT LESS THAN 20 INCHES R310.2.1. G21. MAIN EXIT DOORS SHALL SIDE HINGED AND NOT LESS THAN 32 INCHES IN WIDTH AND 78 INCHES IN HEIGHT R311.2. G22. WHEN JANUARY AVERAGE DAILY TEMPERATURE IS AT MOST 25 DEGREES FAHRENHEIT, PROVIDE SELF ADHERING POLYMER BITUMEN ICE PROTECTION OR DUAL UNDERLAYMENT CEMENTED TOGETHER TO EXTEND FROM EAVE'S EDGE TO A POINT AT LEAST 24 INCHES INSIDE EXTERIOR WALL LINE OF BUILDING. G23, INSTALL NON -CORROSIVE FLASHING AT WALL AND ROOF INTERSECTIONS, ROOF SLOPE OR DIRECTION CHANGES AND AROUND ALL ROOF OPENINGS. G24. ALL RAFTER SPANS AND OVER FRAMES ARE TO COMPLY WITH THE TABLES IN SECTION R802 FOR WOOD ROOF FRAMING. G25. GRADE MUST DROP 6 INCHES THE FIRST 10 FEET OF GRADE FROM HOUSE FOUNDATION. G26. SMOKE DETECTOR: THE REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE, AND WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER CURRENT PROTECTION. G27. PROVIDE SMOKE DETECTORS: G28. G29. G30. A.) AT EACH SLEEPING ROOM. B.) OUTSIDE EACH SEPARATE SLEEPING AREA. C.) ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING BASEMENT. WHERE REQUIRED A CARBON MONOXIDE ALARM SHALL BE INSTALLED IN THE IMMEDIATE VICINITY OF A BEDROOM ON THE LOWEST FLOOR LEVEL. ATTIC ACCESS MUST BE PROVIDED WITH ROOFS OVER 30 INCHES AND HAVE A MINIMUM OPENING OF 22" X 30". ACCESS NOT TO BE PLACED IN STANDARD SIZE CLOSETS. WALK-IN CLOSETS WILL BE ACCEPTABLE. ROOF GUTTERS MUST BE INSTALLED IF AREAS WHERE EXPANSIVE OR COLLAPSIBLE SOILS ARE KNOWN TO EXIST. DISCHARGE OF ALL ROOF DRAINAGE TO THE GROUND SURFACE MUST BE AT LEAST 5 FEET FROM FOUNDATION WALLS OR TO AN APPROVED DRAINAGE SYSTEM. G31. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45 -DEGREE BEND AND 5 FEET FOR EACH 90 -DEGREE BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. G32. GAS CLOTHES DRYER EXHAUSTING MORE THAN 200 cfm SHALL BE PROVIDED WITH MAKEUP AIR. WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQUARE INCHES FOR MAKEUP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE. G33. CLOTHES WASHER DRAIN MUST BE 2 INCH DIAMETER AND CONNECT TO A 3 INCH DIAMETER DRAIN MINIMUM. G34. APPLIANCE ACCESS - APPLIANCE SHALL BE ACCESSIBLE FOR INSPECTION. SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION. THIRTY INCHES OF WORKING SPACE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. APPLIANCE HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THAN 18" ABOVE THE FLOOR IN GARAGES. G35. STAIRWAY ILLUMINATION WHERE ELECTRICAL POWER IS PRESENT: R303.7 G36. A.) EACH INTERIOR STAIRWAY MUST BE PROVIDED WITH A MEANS OF ILLUMINATION CAPABLE OF PROVIDING AT LEAST 1 FOOT-CANDLE OF ILLUMINATION AT EACH LANDING OR AT AN INTERMEDIATE POINT BETWEEN THE LANDINGS. B.) EXTERIOR STAIRWAYS MUST BE EQUIPPED WITH ARTIFICIAL ILLUMINATION AT THE TOP LANDING. C.) EXTERIOR STAIRWAYS ACCESSING BASEMENTS SHALL BE EQUIPPED WITH ARTIFICIAL ILLUMINATION AT THE BASE LANDING. G37. ALL HEADERS, GIRDERS SUPPORTING BEAMS AND OTHER STRUCTURAL COMPONENTS ARE COVERED UNDER R301.1.3 ENGINEERED DESIGN. THESE DRAWINGS HAVE BEEN PREPARED UNDER THE DIRECT SUPERVISION AND SEALED BY A NEW YORK STATE CERTIFIED PROFESSIONAL STRUCTURAL ENGINEER IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE (ASCE-7), x NOT TO SCALE 2 00 CO F HMNA18-025 PROJECT NO. DRAWING NO. U STAMP: ERNEST J. GAILOR, P.E. E-4 W � Cr 1-r C/D = Lfa SHEET 1 OF 13 105 CHURCH ST SARATOGA SPRINGS STAIRS, GUARDS & RAILING NOTES: R311.7 PG. 64 WIDTH: STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINT ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE LESS THAN 31.5 INCHES WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. TREADS AND RISERS: THE MAXIMUM RISER HEIGHT SHALL BE 7 3/4 INCHES AND THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE RISER HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE WALKING SURFACE OF TREADS AND LANDINGS OF A STAIRWAY SHALL BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL (2 -PERCENT SLOPE). THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. PROFILE: THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO GREATER THAN 9/16 INCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1-1/4 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH BETWEEN TWO STORIES, INCLUDING THE NOSING AT THE LEVEL OF FLOORS AND LANDINGS. BEVELING OF NOSING SHALL NOT EXCEED 1/2 INCH. RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL, OPEN RISERS ARE PERMITTED, PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT THE PASSAGE OF A 4 -INCH -DIAMETER SPHERE. HEADROOM: THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6 FEET, 8 INCHES MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM. WINDERS: WINDERS ARE PERMITTED, PROVIDED THAT THE WIDTH OF THE TREAD AT A POINT NOT MORE THAN 12 INCHES FROM THE SIDE WHERE THE TREADS ARE NARROWER IS NOT LESS THAN 7 1/2 INCHES AND THE MINIMUM WIDTH OF ANY TREAD IS NOT LESS THAN 26 INCHES. THE CONTINUOUS HANDRAIL REQUIRED BY R311.5.8.1 SHALL BE LOCATED ON THE SIDE WHERE THE TREAD IS NARROWER. BULKHEAD ENCLOSURE STAIRWAYS: STAIRWAYS SERVING BULKHEAD ENCLOSURES NOT PART OF THE REQUIRED BUILDING EGRESS AND PROVIDING ACCESS FROM THE OUTSIDE GRADE LEVEL TO THE BASEMENT SHALL BE EXEMPT FROM THE REQUIREMENTS OF R311.3 AND R311.7 WHEN THE MAXIMUM HEIGHT FROM THE BASEMENT FINISHED FLOOR LEVEL TO GRADE ADJACENT TO THE STAIRWAY DOES NOT EXCEED 8 FEET AND THE GRADE LEVEL OPENING TO THE STAIRWAY IS COVERED BY A BULKHEAD ENCLOSURE WITH HINGED DOORS R311.7.10.2. GUARDS REQUIRED: PORCHES, BALCONIES OR RAISED FLOOR SURFACE LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36 INCHES IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 36 INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. GUARD OPENING LIMITATIONS: REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES OR MORE IN DIAMETER. EXCEPTION: THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT A SPHERE 6 INCHES CANNOT PASS THROUGH. HANDRAILS: HANDRAILS HAVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INCHES AND 38 INCHES, RESPECTIVELY, MEASURED VERTICALLY FROM NOSING OF THE TREADS, SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS WITH TWO OR MORE RISERS FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1.5 INCHES BETWEEN THE WALL AND THE HANDRAIL. HANDRAIL GRIP SIZE: ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY. TYPE I - HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1/4 INCHES AND NOT GREATER THAN 2 INCHES. IF THE HANDRAIL IS NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES AND NOT GREATER THAN 6-1/4 INCHES WITH A MAXIMUM CROSS SECTION DIMENSION OF 2-1/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. TYPE II - HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH WITHIN 7/8 INCH BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH TO A LEVEL THAT IS NOT LESS THAN 1-3/4 INCHES BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1-1/4 INCHES TO A MAXIMUM OF 2-3/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. LANDINGS: LANDINGS AT DOORS: THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF EACH EXTERIOR DOOR. EXCEPTION: WHERE A STAIRWAY OF TWO OR FEWER RISERS IS LOCATED ON THE EXTERIOR SIDE OF A DOOR, OTHER THAN THE REQUIRED EXIT DOOR, A LANDING IS NOT REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR. THE FLOOR OR LANDING AT A DOOR SHALL NOT BE MORE THAN 1-1/2" INCHES LOWER THAN THE TOP OF THE THRESHOLD. EXCEPTION: PROVIDED THAT THE EXTERIOR DOORWAY IS NOT FOR THE EXIT DOOR REQUIRED (MIN. 3 FEET IN WIDTH AND 6 FEET, 8 INCHES IN HEIGHT). THE STEP BETWEEN THE LANDING AT AN EXTERIOR DOORWAY (EXIT DOOR) AND THE TOP OF THE THRESHOLD SHALL HAVE A RISE NOT GREATER THAN 7-3/4". SIZE: THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE STAIRWAY OR DOOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES MEASURED IN THE DIRECTION OF TRAVEL. INDEX OF DRAWINGS ♦ NO. DESCRIPTION NO. DESCRIPTION G001 GENERAL INFORMATION A200 ELEVATIONS G002 GENERAL INFORMATION A300 WALL SECTIONS AND DETAILS G003 GENERAL INFORMATION S101 STRUCTURAL GENERAL NOTES A101 REMOVALS FIRST AND SECOND FLOOR PLAN S103 SECOND FLOOR FRAMING PLAN A102 FIRST FLOOR PLAN S104 ROOF FRAMING PLAN `A103 SECOND FLOOR PLAN ENERGY CODE REQUIREMENTS SARATOGA COUNTY 7244 DEGREE DAYS ZONE 14A COMPONENT SHOWN ROOF / CEILING R-49 EXTERIOR WALL R-20 FLOOR R-30 BASEMENT WALL R-15 CONTINUOUS /19 CAVITY SLAB EDGE n/a GLAZING U-.32 ENTRANCE DOORS R-2.5 MIN. 1. ALL MECHANICAL / ELECTRICAL / PLUMBING SYSTEMS TO CONFORM WITH THE REQUIRED SECTIONS OF THE CODE. x NOT TO SCALE 2 F4 00 00 F HMNA18-025 PROJECT NO. DRAWING NO. CN 0 U STAMP: ERNEST J. GAILOR, P.E. W � W Cr U 124 C/D = U � Lra SHEET 2 OF 13 105 CHURCH ST SARATOGA SPRINGS FIRE BLOCKING NOTES: FBI. PROVIDE FIREBLOCKING AT ALL LOCATIONS REQUIRED BY CODE SECTION 602.8. FB2. FIREBLOCK SECOND FLOOR JOISTS SO THAT NO HORIZONTAL RUN EXCEED 20'-0" TYPICAL. FB3. FIREBLOCK STAIRWELL ALONG STRINGERS. FB4. FIREBLOCK WALLS WHERE THE VERTICAL CONCEALED SPACE EXCEEDS 8 FEET VERTICALLY. VERTICAL CONCEALED SPACES ARE NOT TO EXCEED 8 FEET VERTICALLY TYPICAL. FB5. FIREBLOCK ALL WALLS WHERE A SOFFIT IS CONSTRUCTED AT THE SOFFIT LEVEL. FB6. FIREBLOCK AT BEARING WALL AND GIRDER LOCATION. SAFETY GLAZING NOTES: R308. PG. 57 SG1. GLAZING IN SIDE -HINGED DOORS EXCEPT JALOUSIES. SG2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. SG3. GLAZING IN STORM DOORS. SG4. GLAZING IN ALL UNFRAMED SWINGING DOORS. SG5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE MEASURES VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. SG6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 -INCH ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE. SG7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: SG7.1 - EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. SG7.2 - BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. SG7.3 - TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. SG7.4 - ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE GLAZING. SG8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN -FILL PANELS. SG9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS, SHOWERS, BATHTUBS AND SPAS WHERE THE BOTTOM EDGE OF THE POOL OR SPA SIDE IS LESS THAN 60 INCHES ABOVE A WALKING SURFACE AND WITHIN 60 INCHES HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. SG10.GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. SG11.GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD. X 1/2" GYPSUM 2x4 STUD @16" O.C. 1/2" GYPSUM INTERIOR WALL 2x4 STUD 5/8" TYPE "X" GYPSUM INTERIOR WALL 2x6 STUD AS NEEDED FOR PLUMBING OR MECHANICAL SHAFT PARTITION TYPES 1 HOUR RATED WALL 2x6 STUD 2x6 STUD @16" O.C. 5/8" TYPE "X" GYPSUM SIDING 7/16" OSB —1+ SHEATHING AIR INFILTRATION BARRIER EXTERIOR WALL 2x6 STUD 2x6 STUD @16" O.C. R-20 BATT INSULATION 1/2" GYPSUM N.T.S. DOOR SCHEDULE DOOR MATERIAL TYPE FLOOR NOTES MARK SIZE WD HGT IFRAME 1 3'-0" 6'-8" METAL METAL INSULATED FIRST FLOOR 2 3'-0" 6'-8" WOOD WOOD HOLLOW CORE FIRST FLOOR 45 MIN FIRE RATED DOOR WITH SELF CLOSER 3 3'-0' 6'-8" METAL METAL INSULATED FIRST FLOOR EXTERIOR DOOR TO BASEMENT 4 7-10" 6'-8" WOOD WOOD HOLLOW CORE FIRST FLOOR TO BASEMENT 5 EXITING DOOR MADE BY THE FATHER EXISTING DOORS 6 7-10" 6'-8" WOOD WOOD HOLLOW CORE FIRST FLOOR BEDROOM 7 7-0" 6'-8" WOOD WOOD HOLLOW CORE FIRST FLOOR CLOSET 8 3'-0" 6'-8" WOOD WOOD HOLLOW CORE FIRST FLOOR LAUNDRY ROOM 9 3'-0" 6'-8" METAL METAL INSULATED FIRST FLOOR 45 MIN FIRE RATED DOOR WITH SELF CLOSER x 1 NOT TO SCALE 2 F4 00 00 F HMNA18-025 PROJECT NO. DRAWING NO. M O U STAMP: ERNEST J. GAILOR, P.E. W � W ii 124 C/D = Lra SHEET 3 OF 13 105 CHURCH ST SARATOGA SPRINGS I INDICATES EXISTING DOORS TO BE REMOVED INDICATES EXISTING DOORS TO REMAIN cr)z 0o O > m O 0) OJm mx rn- m� • z O 0 m G) O � m X O • m > rfn r �'m In r� LJ INDICATES EXISTING WALLS TO BE REMOVED INDICATES EXISTING STRUCTURE TO REMAIN CA *a'd 'xo'iw •r ,tsaMaa O • x 1(n Z Z 0 G) 0 H0 D In 0 m -I_ c) 2 D m D m105 CHURCH STREET RECONSTRUCTION 0 m c) 105 CHURCH ST SARATOGA SPRINGS :QNDOD1 NV1d -IVA0V\IDI A II T I 12 0 NV -1d 2100-1d GNOOS 1VAOWOb NV1d HOOld ISHId 1VAOWEH CP mm C) OO z< om r I- I I `11-- OI— , • J 1 I II II ISI III III III III III II II II JI l DRAWING: REMOVAL FIRST AND SECOND FLOOR PLAN r I r m c0Dm O0O0 D r z C X< C p 0 Z D O = m 0) D �� m�C0) F > C) > O z 0p zz r C C J t L- G") 0 J \-\\\\// I I I I I/ I I` I I I / // I // I 11— I I I I I N \ / // m X m \/ X —I Q zm O o n r o ice\ J 1 1 7 1 J SCALE: 1/4" = 1'-0" DRAWN BY: MG DATE: 2018-09-28 PROJECT NO. HMNA18-025 DRAWING NO. A101 X m —1O z< Om D_ 30 0) NOTE: HARLHN—McGEE of NORTH AMERICA HAS NOT BEEN RETAINED TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS, CERTIRCATIONS, OR CONSTRUCTION OBSERVATION SERVICES, AS RELATED TO THE CONSTRUCTION OF THIS PROJECT. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT & ENGINEER OR ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. COPYRIGHT ©2018 BY HARLAN—McGEE of NORTH AMERICA. ALL RIGHTS RESERVED. THIS DOCUMENT AND ALL ATTACHMENTS ARE THE PROPERTY OF HARLIN—McGEE of NORTH AMERICA. ANY UNAUTHORIZED WITHOUT THE PERMISSION OF HARLAN—MCGEE IS STRICTLY PROHIBITED AND THE REPRODUCTION, TRANSLATION OR COPYING OF ANY PART OF THIS WORK BEYOND THAT PERMITTED BY SECTION 107 OR 108 OF THE 1976 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSION OF THE COPYRIGHT OWNER, HARWJ—McGEE, IS UNLAWFUL ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD BE ADDRESSED TO: HARLAN—McGEE of NORTH AMERICA 4000 SILVER BEACH RD., MALTA, NY 12020 SYIVM HOOCH TI 30 0 O -n m cn_ H p z G) 1 HM SHIVIS 01 Harlan -McGee of North America ENGINEERS PLANNERS ARCHITECTS 4000 Silver Beach Road, Malta, New York 12020 phone (518) 584-1300 fax (518) 584-1374 ±18'-3" FIELD VERIFY ±18'-7" FIELD VERIFY 5,-3" / 6'= z +6.-3„ 4'-0" 3 TREADS @10" MIN 3'-0" 6" FLOOR PLAN LEGEND: 12" DIA. SONOTUBE FOOTINGS EXISTING HOUSE HATCH AREA NOT IN CONTRACT SEE DETAIL 1/A302 I 2x6 STUD WALL S FIRST FLOOR PLAN 1/4" =1'-0" EXISTING HOUSE NOT IN CONTRACT 45 MIN DOOR WITH SELF CLOSER WINDOW SCHEDULE O� Number Frame Size VENTILATION TYPE MANUFACTURE NOTE Quantity Width 9'-1" I 03 '1" 8'-3 1/2" / 5'-13/4" 11.80 5.71 DOUBLE HUNG s�Y IUPo 1 1 3'-0" 5'-13/4" 11.80 5.71 DOUBLE HUNG , Modern View windows series 220 TEMPER GLASS CLG I CLG (\w Ci r =m - D Z 0 ±18'-3" FIELD VERIFY 7-10" il 9'-10" ROOM 116 SF Lighting required 8.8 Ventilation 5/8" TYPE "X" Required 4.4 I ^ GYPSUM BOARD CEILING 06 --) C UP 1 o - 2'-8" 3'-1" 4'-11" � — o� `� 3 1/2" 3 1/2" �2„- 05 1 3 1/2" 2'-6 3/4" 71 6'-4" 01 - 02 �? ' // r, — . 1 U . . . S FIRST FLOOR PLAN 1/4" =1'-0" EXISTING HOUSE NOT IN CONTRACT 45 MIN DOOR WITH SELF CLOSER WINDOW SCHEDULE VERIFY DIMENSIONS WITH MANUFACTURER Number Frame Size VENTILATION TYPE MANUFACTURE NOTE Quantity Width Height LIGHTING 1 6 3'-0" 5'-13/4" 11.80 5.71 DOUBLE HUNG ■ Modern View windows series 220 1 1 3'-0" 5'-13/4" 11.80 5.71 DOUBLE HUNG , Modern View windows series 220 TEMPER GLASS SMOKE AND CARBON DETECTOR SMOKE DETECTOR 1 HOUR RATED WALL x th America 0 N 0 H N ULci Y M 0 1 ›- C.) 00 • Z 00 o, 0 O 0 z O z0 o CD0 - i� 0 o � U c co co - co ▪ U) � wo o a) z 0 a 0 z F w 0 0 CV 0 STAMP: ERNEST J. GAILOR, P.E. E-� W � W Or C) 124 C/D = kra i:4 SHEET 5 OF 13 105 CHURCH ST SARATOGA SPRINGS NV1d HOOld GNOO S In a 'aO'IIV •r ISHNITI3 HOOa ONILSIX3 EXISTING HOUSE NOT IN CONTRACT ±18'-3" FIELD VERIFY 5'-6" 3'-l" fT I f U 1� m a 2 8 Oz O � c�D c -Pp m=z - - QR. �0 Amo 10 TREADS @ 10" I "' I� I 11 RISERS AT 7 3/4" MAX O / 1 • Nj- \ / N c 3'-0" n z 7'-6" . ® -< 3 1 /2" 10'-0" DNX T' Nr -, - G) = 2'-8" 10'-6" P. ±18'-3" FIELD VERIFY • CS) • 0m >-0 rn m m • 4 (0 O C7 2i010313a 371OWS SMOKE AND CARBON DETECTOR 11eM anis 9XZ AdI2:13A aE31d r z O( 2 z G) �o c D 0) nm n 2 D m D :aN2921 N`dld 2:1001d 0105 CHURCH STREET 11 RECONSTRUCTION (3) 0 m 105 CHURCH ST SARATOGA SPRINGS DRAWING: SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" DRAWN BY: MG DATE: 2018-09-28 PROJECT NO. HMNA18-025 DRAWING NO. A103 NOTE: HARL N—McGEE of NORTH AMERICA HAS NOT BEEN RETAINED TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS, CER FICATIONS, OR CONSTRUCTION OBSERVATION SERVICES, AS RELATED TO THE CONSTRUCTION OF THIS PROJECT. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT & ENGINEER OR ASSUME ALL RESPONSIBILITY AND LABILITY ARISING THEREFROM. COPYRIGHT 02018 BY HARLAN—McGEE of NORTH AMERICA. ALL RIGHTS RESERVED. THIS DOCUMENT MID ALL ATTACHMENTS ARE THE PROPERTY OF HARLAN—McGEE of NORTH AMERICA. ANY UNAUTHORIZED WITHOUT THE PERMISSION OF HARLAN—MCGEE IS STRICTLY PROHIBITED AND THE REPRODUCTION, TRANSLATION OR COPYING OF ANY PART OF THIS WORK BEYOND THAT PERMITTED BY SECTION 107 OR 108 OF THE 1978 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSION OF THE COPYRIGHT OWNER, HARLN—McGEE, IS UNLAWFUL. ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD BE ADDRESSED TO: HARLAN—McGEE of NORTH AMERICA 4000 SILVER BEACH RD., MALTA, NY 12020 Harlan -McGee of North America ENGINEERS PLANNERS ARCHITECTS 4000 Silver Beach Road, Malta, New York 12020 phone (518) 584-1300 fax (518) 584-1374 • i OD I I O NOIIVA13 ONLLSDG a '21011V0 •r ,Ls3rI2ia • NOI1VA13 H1flOS ONI O SNOT±VAD-IR H12:1ON ONI I I I I I I I IIH x x x y y m m y m N z z o o o o S F 0R In L 0105 CHURCH STREET RECONSTRUCTION 0 T 105 CHURCH ST SARATOGA SPRINGS DRAWING: EXISTING ELEVATIONS SCALE: 118" =1,-0• DRAWN BY: MG DATE: 2018-09-28 PROJECT NO. HMNA18-025 DRAWING NO. A201.1 NOTE: HARLMI—McGEE of NORTH AMERICA HAS NOT BEEN RETAINED TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS, CER FICATIONS, OR CONSTRUCTION OBSERVATION SERVICES, AS RELATED TO THE CONSTRUCTION OF THIS PROJECT. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT & ENGINEER OR ASSUME ALL RESPONSIBILITY AND LABILITY ARISING THEREFROM. COPYRIGHT 02018 BY HARLAN—McGEE of NORTH AMERICA. ALL RIGHTS RESERVED. THIS DOCUMENT MID ALL ATTACHMENTS ARE THE PROPERTY OF HARLAN—McGEE of NORTH AMERICA. ANY UNAUTHORIZED WITHOUT THE PERMISSION OF HARLAN—MCGEE IS STRICTLY PROHIBITED AND THE REPRODUCTION, TRANSLATION OR COPYING OF ANY PART OF THIS WORK BEYOND THAT PERMITTED BY SECTION 107 OR 108 OF THE 1978 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSION OF THE COPYRIGHT OWNER, HARLN—McGEE, IS UNLAWFUL. ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD BE ADDRESSED TO: HARLAN-McGEE of NORTH AMERICA 4000 SILVER BEACH RD., MALTA, NY 12020 Harlan -McGee of North America ENGINEERS PLANNERS ARCHITECTS 4000 Silver Beach Road, Malta, New York 12020 phone (518) 584-1300 fax (518) 584-1374 313iJONOO MJN iii I I I I I I I I I I I I I 1 1111111111 D 0o D o TTTT A O-y-nnnI Oy(NjJ OZm�yf/J Oy3 DA m m m SMOGNIM IANIA 31IHM ONIOIS IANIA 31IHM r m m z 0105 CHURCH STREET i RECONSTRUCTION CO 0 T 105 CHURCH ST SARATOGA SPRINGS DRAWING: ELEVATIONS SCALE: 118"=T-0" DRAWN BY: MG DATE: 2018-09-28 PROJECT NO. HMNA18-025 DRAWING NO. A201.2 NOTE: HARL N—McGEE of NORTH AMERICA HAS NOT BEEN RETAINED TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS, CER FICATIONS, OR CONSTRUCTION OBSERVATION SERVICES, AS RELATED TO THE CONSTRUCTION OF THIS PROJECT. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT & ENGINEER OR ASSUME ALL RESPONSIBILITY AND LABILITY ARISING THEREFROM. COPYRIGHT 02018 BY HARLAN—McGEE of NORTH AMERICA. ALL RIGHTS RESERVED. THIS DOCUMENT ANO ALL ATTACHMENTS ARE THE PROPERTY OF HARLAN—McGEE of NORTH AMERICA. ANY UNAUTHORIZED WITHOUT THE PERMISSION OF HARLAN—MCGEE IS STRICTLY PROHIBITED AND THE REPRODUCTION, TRANSLATION OR COPYING OF ANY PART OF THIS WORK BEYOND THAT PERMITTED BY SECTION 107 OR 108 OF THE 1978 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSION OF THE COPYRIGHT OWNER, HARLN—McGEE, IS UNLAWFUL. ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD BE ADDRESSED TO: HARLAN-McGEE of NORTH AMERICA 4000 SILVER BEACH RD., MALTA, NY 12020 Harlan -McGee of North America ENGINEERS PLANNERS ARCHITECTS 4000 Silver Beach Road, Malta, New York 12020 phone (518) 584-1300 fax (518) 584-1374 • r a '21011V0 •r ISHNITI3 eIcie eAv JoioJ Jopop-3 L closely emulates regional historical siding proportions.: Due to screen resolution Single 8" traditional wide lap skiing offers a truly unique look on the wall_ It most n t TI CD a a CD Ui CD OD In a sibitoisa}fir biuiPIS I'uyi 0105 CHURCH STREET 11 RECONSTRUCTION 0 T ca 105 CHURCH ST SARATOGA SPRINGS DRAWING: SIDING AND WINDOW TYPE AND COLOR SCALE: NOT TO SCALE DRAWN BY: MG DATE: 2018-09-28 PROJECT NO. HMNA18-025 DRAWING NO. A201.3 NOTE: HARLMI—McGEE of NORTH AMERICA HAS NOT BEEN RETAINED TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS, CER FICATIONS, OR CONSTRUCTION OBSERVATION SERVICES, AS RELATED TO THE CONSTRUCTION OF THIS PROJECT. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT & ENGINEER OR ASSUME ALL RESPONSIBILITY AND LABILITY ARISING THEREFROM. COPYRIGHT 02018 BY HARLAN—McGEE of NORTH AMERICA. ALL RIGHTS RESERVED. THIS DOCUMENT MID ALL ATTACHMENTS ARE THE PROPERTY OF HARLAN—McGEE of NORTH AMERICA. ANY UNAUTHORIZED WITHOUT THE PERMISSION OF HARLAN—MCGEE IS STRICTLY PROHIBITED AND THE REPRODUCTION, TRANSLATION OR COPYING OF ANY PART OF THIS WORK BEYOND THAT PERMITTED BY SECTION 107 OR 108 OF THE 1978 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSION OF THE COPYRIGHT OWNER, HARLN—McGEE, IS UNLAWFUL. ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD BE ADDRESSED TO: HARLAN—McGEE of NORTH AMERICA 4000 SILVER BEACH RD. MALT NY 12020 Harlan -McGee of North America ENGINEERS PLANNERS ARCHITECTS 4000 Silver Beach Road, Malta, New York 12020 phone (518) 584-1300 fax (518) 584-1374 12" TOP OF PLATE 0 z F- x w BASE FLASHING A MIN 6" BEYOND THE TOE OF THE CANT AND A MIN. OF 8" ABOVE THE FINISHED ROOF SYSTEM. STRIPPING / BACKER PLY FULLY ADHERED AND EXTENDING A MIN. OF 3" BEYOND THE TOE OF THE CANT. BASE / INTER -PLY INSTALLED TO THE TOP OF THE CANT OVER THE INSULATION / COVER BOARD OR ROOF SUBSTRATE. CANT STRIP SECOND FLOOR U' z w HANDRAIL WITH CIRCULAR FIRST FLOOR CROSS-SECTION SHALL HAVE OUTSIDE DIAMETER FROM 1 1/4" TO 2" NON -CIRCULAR SHALL HAVE A PERIMETER OF AT LEAST 4" AND NOT GREATER THAN 6 1/4" WITH A MAXIMUM CROSS SECTION OF 2 1/4" MIN. 1 1/2" CLEARANCE FROM WALL CLOSED RISER HANDRAIL REQUIRED FOR TWO OR MORE RISERS MAX. RISER HEIGHT IS 7 3/4" MIN. TREAD WITHOUT NOSING 9" NOSING 3/4" - 1 1/4" TYPICAL STAIR DETAIL NOT TO SCALE RETURN ENDS OF HANDRAILS TO WALL R-49 BAT INSULATION LEDGER, P. . 2X10'S THRU-BOLTED TO RIM W/2 GALV. 1/2" BOLTS OR LAG BOLTED WITH LEDGE LOCK 1/2" GYPSUM BOARD 3/4"T&G PLYWOOD SUB - FLOOR GLUED & SCREWED 5/8" TYPE X� GYPSUM BOARD 2x4 STUD @16" O.C. ONE HOUR RATED WALL LEDGER, P.T. 2x SEE STRUCTURAL 2X10'S DRAWINGS THRU-BOLTED TO RIM W/2 GALV. 1/2" GYPSUM BOARD 1/2" BOLTS OR HEADER 3 2x10 LAG BOLTED I Iw FRS NInTPfl 3/4"T&G —� PLYWOOD SUB - FLOOR GLUED & SCREWED CONTINUOUS BEAD LAP SEALANT 5/8" SHEATHING R-20 BATT INSULATION 2x6 STUD @16" O.C. 1/2" GYPSUM POLY VAPOR BARRIER NEW R-30 BATT INSULATION WHIT RADIANT BARRIER AND INSULATION FACING (FSK) OVER EXISTING CRAWLING SPACE WALL SECTION 1/2" = 1'-0" 2x6 STUD @16" O.C. SIDING 7/16" OSB SHEATHING AIR INFILTRATION BARRIER LEGEND: EXISTING HOUSE HATCH AREA NOT IN CONTRACT th America x 0 N 0 H N U Y M I— ▪ 0 >- CO • Z 00 , X 0 0 0 00 � o 0 U O N 0 Do 09 w ▪ 0 0 c z 0 w 0 a) w STAMP: ERNEST J. SAILOR, P.E. E—� W CiD iz4C/D = kra SHEET 10 OF 13 105 CHURCH ST SARATOGA SPRINGS A co0 HOHOd Ab1ND oJ -i Z m 0 D m D m D Z 0 1— (n00 (nzz O 0z �m n c O 00 y5m z z c mm p m (n :U z m m p m J 0) m(n DC Om H3131MdIG 12" o.c. (TYPICAL) 3 RINGS @ 4" „8Z 100d018 —1 (j) 44 �JD x C m m cz)m 0m7:1 D 71 m 9N10HOdNI3H H3Id S32111a30O2Id ONIOVH8 GNV S3N113GIf1O NOILOflH±SNI J CnQmOm- m000<i= m1=ZOmmO • g2co°D O �00O0 mm�0 0oZ0 O<Oo00� O 071m COH �7:1<(D mm >o - m0 4'-0" MIN. z r 0 -1 r 0 N 0 0IT, G)CO m0Doom OWGO� m 0 N 0Co—IX � OOQ _• 0 6" MIN. N (n -0 z X m a10� coo 0 o, m4,m 4t 0 -F.O Wz D z M m0 O Z m DO < • 0 • m m -0 - rn ;0 rn 7:i 0 c� mm -I0 c (mn • r S1SOd '1'd 17X17 C, 0 r 15101' '1'd O 1.XZ ONIN03a 9 X 17/9 m0 D D F = D ZZ O m (I)0 m m 1-3'-0" MIN. „17/€ 'A1VE Z/M 1SOd 01 D ID m D 0 0 z z m 0 H 0 0) co m D N N X 0 Cn O r D G) CD ( m 0 C m W m D H 0 -o 0 -1 Cn ao 0 C, 0 r H CD Ni X 00 C- O H CO rn 0 0 N X T H C, m D 0 0 Z Cn C 0 O z 01 x rn m C, c r r z 0 Cn m 0 m 0 z 2 C ;(l 0 D z m m 2 • 0 m XV1N 00 ..17/£-£ 52131Sl1d8 9NI1IVH N3d0 1SOd Id 17X0 zm O x H(7) 2 n O O -1• 0 • C D (n n m 0 2 m D m 0 m Z 0 m105 CHURCH STREET RECONSTRUCTION 0 m (.A) 105 CHURCH ST SARATOGA SPRINGS DRAWING: ENTRY PORCH SCALE: 3/4"=1'-0 DRAWN BY: MG DATE: 2018-09-28 PROJECT NO. HMNA18-025 DRAWING NO. A302 NOTE: HARLRN—McGEE of NORTH AMERICA HAS NOT BEEN RETAINED TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS, CERTIRCATIONS, OR CONSTRUCTION OBSERVATION SERVICES, AS RELATED TO THE CONSTRUCTION OF THIS PROJECT. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT & ENGINEER OR ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. COPYRIGHT ©2018 BY HARLAN—McGEE of NORTH AMERICA. ALL RIGHTS RESERVED. THIS DOCUMENT AND ALL ATTACHMENTS ARE THE PROPERTY OF HARLIN—McGEE of NORTH AMERICA. ANY UNAUTHORIZED WITHOUT THE PERMISSION OF HARLAN—MCGEE IS STRICTLY PROHIBITED AND THE REPRODUCTION, TRANSLATION OR COPYING OF ANY PART OF THIS WORK BEYOND THAT PERMITTED BY SECTION 107 OR 108 OF THE 1976 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSION OF THE COPYRIGHT OWNER, HARWJ—McGEE, IS UNLAWFUL ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD BE ADDRESSED TO: HARLAN—McGEE of NORTH AMERICA 4000 SILVER BEACH RD., MALTA, NY 12020 HM Harlan -McGee of North America ENGINEERS PLANNERS ARCHITECTS 4000 Silver Beach Road, Malta, New York 12020 phone (518) 584-1300 fax (518) 584-1374 4x4 COLUMNS 9,-9" I 5'-0" I I i II 8-11" 2x8 ROOF RAFTERS AND 2x8 BEAM 2x8@16"O.C. FLOOR JOISTS II II II II II II II co X N i CO X N 5-7" REF EXISTING HOUSE NOT IN CONTRACT SECOND FLOOR FRAMING PLAN 1/4"=1'-0" HEADER AND BEAM SCHEDULE SPAN SIZE AT INTERIOR WALLS SIZE AT EXTERIOR WALLS 0' TO 4' (2) 2X10 (3) 2X10 4' TO 8' (2) 2X12 (3) 2X12 GREATER THAN 8' RE: PLAN RE: PLAN Notes BEAMS SHALL BE HEM -FIR #2 OR BETTER SHALL BE SIZED PER THE ABOVE SCHEDULE ON THE PLANS. BEAMS SHALL HAVE A DOUBLE STUD PACK UNDER NOTED OTHERWISE ON THE PLANS. 1. ALL HEADERS AND 2. HEADERS AND BEAMS UNLESS NOTED OTHERWISE 3. ALL HEADERS AND EACH END, UNLESS WALL FRAMING NOTES WF1. ALL TOP PLATES AND SILL PLATES SHALL BE #3 SYP OR DFL (19% MC) OR BETTER. WF2. TOP BEARING PLATE SPLICES SHALL NOT BE WITHIN 4'-0" OF BOTTOM BEARING PLATE SPLICES. WF3. BEARING WALLS SHOWN THUS SHALL BE 2X4 SYP OR DFL STUD GRADE (19% MC) OR BETTER WITH A MAXIMUM SPACING AS FOLLOWS, UNLESS NOTED OTHERWISE ON THE PLANS. FINGER -JOINTED STUDS ARE ACCEPTABLE. EXTERIOR, FIRST FLOOR 16" O.C. INTERIOR, FIRST FLOOR 2@16" O.C. INTERIOR NON-BEARING 16.C. WF4. 2X6 STUDS SHALL BE THE SAME GRADE AND SPECIES NOTED ABOVE AND SHALL BE USED WHERE 6" WALLS ARE SHOWN ON THE ARCHITECTURAL PLANS. WF5. LUMBER SPECIES AND GRADE NOTED ABOVE SHALL NOT BE ALTERED IN THE FIELD WITHOUT THE APPROVAL OF THE ENGINEER OF RECORD. WF6. SILL PLATES SHALL BE ATTACHED TO THE FOUNDATION WITH Y2" 0 GALV. ANCHOR BOLTS X 16" LG. @ 6'-0" O.C. MAX. WF7. HEADERS, FLUSH BEAMS, AND DROP BEAMS SHALL BE #2 DFL OR SYP (19% MC) OR BETTER, UNLESS NOTED OTHERWISE ON THE PLAN. SEE SCHEDULE BELOW FOR SIZES AND SPANS. WF8. PLATE HEIGHTS SHALL BE AS SPECIFIED ON THE ARCHITECTURAL DRAWINGS. WF10. SIMPSON CS20 X 48" LONG STRAPS SPACED AT 48" O.C. SHALL BE USED ALONG THE EXTERIOR OF THE BUILDING CENTERED ACROSS THE FLOOR CAVITY. FLOOR FRAMING LEGEND FLOOR JOIST HEADER OR BEAM 2x6 STUD WALL FLOOR FRAMING NOTES FF1. THE FOLLOWING LOADS SHALL BE USED FOR THE TRUSS DESIGN: FIRST FLOOR - 40 psf LIVE LOAD - 10 psf DEAD LOAD SECOND FLOOR - 40 psf LIVE LOAD - 10 psf DEAD LOAD ROOF FF2. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECKING HAS BEEN PROPERLY INSTALLED AND FASTENED. -50 psf GROUND SNOW LOAD -115 mph WIND LOAD -10 psf DEAD LOAD FF3 2X6 STRONGBACKS SHALL BE USED ON ALL TRUSSES WITH SPANS LONGER THAN 10'-0". IF REQUIRED, STRONGBACKS SHALL BE LAPPED ACROSS A MINIMUM OF TWO TRUSSES. Harlan -McGee of North America 0 N 0 ��N U Y M o _}00 � a z 0 oL x Eo w a o 0 J o U 1 O N 0] co N oo w v w 0 o c Z 0 w s a J 0 u_ 00 0 J 0 6 Z 0 UJ NOT TO SCALE a U 2 DRAWN BY: 00 OD F A HMNA18-025 PROJECT NO. DRAWING NO. STAMP: ERNEST J. GAILOR, P.E. E-� W � W O Or C-) (24 Or) = LC"J C:4 SHEET 12 OF 13 105 CHURCH ST SARATOGA SPRINGS ROOF FRAMING PLAN EXISTING HOUSE NOT IN CONTRACT EXISTING DOOR FLOOR FRAMING NOTES FF1. THE FOLLOWING LOADS SHALL BE USED FOR THE TRUSS DESIGN: FIRST FLOOR - 40 psf LIVE LOAD - 10 psf DEAD LOAD SECOND FLOOR - 40 psf LIVE LOAD - 10 psf DEAD LOAD ROOF - 50 psf GROUND SNOW LOAD -115 mph WIND LOAD - 10 psf DEAD LOAD FF2. THE STABILITY OF THE FLOOR IS NOT ACHIEVED UNTIL THE DECKING HAS BEEN PROPERLY INSTALLED AND FASTENED. FF3 2X6 STRONGBACKS SHALL BE USED ON ALL TRUSSES WITH SPANS LONGER THAN 10'-0". IF REQUIRED, STRONGBACKS SHALL BE LAPPED ACROSS A MINIMUM OF TWO TRUSSES. 1/4"=1'-0" HEADER AND BEAM SCHEDULE SPAN SIZE AT INTERIOR WALLS SIZE AT EXTERIOR WALLS 0' TO 4' (2) 2X10 (3) 2X10 4' TO 8' (2) 2X12 (3) 2X12 GREATER THAN 8' RE: PLAN RE: PLAN Notes BEAMS SHALL BE HEM -FIR #2 OR BETTER SHALL BE SIZED PER THE ABOVE SCHEDULE ON THE PLANS. BEAMS SHALL HAVE A DOUBLE STUD PACK UNDER NOTED OTHERWISE ON THE PLANS. 1. ALL HEADERS AND 2. HEADERS AND BEAMS UNLESS NOTED OTHERWISE 3. ALL HEADERS AND EACH END, UNLESS ROOF PLAN LEGEND ROOF TRUSSES HEADER OR BEAM 2x6 STUD WALL OVER FRAME ROOF TRUSSES 1 HOUR RATED WALL x Harlan-McG NOT TO SCALE 2 P7 00 OD F HMNA18-025 PROJECT NO. DRAWING NO. CV STAMP: ERNEST J. GAILOR, P.E. E-� W � 00 • C/D = U � Lfa SHEET 13 OF 13 105 CHURCH ST SARATOGA SPRINGS