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M <br />3 <br />'v <br />CN <br />cV <br />(D <br />I <br />C'4 <br />r7 <br />Cr <br />C <br />cn <br />0 <br />O <br />i <br />9 <br />M <br />LO <br />_N <br />I <br />L0 <br />_N <br />cN <br />I <br />rN <br />rN <br />v <br />cn <br />0 <br />0 <br />i <br />0 <br />m <br />J <br />rn <br />N <br />i <br />d- <br />N <br />i <br />N <br />N <br />vi <br />0 <br />Z <br />0 <br />C <br />Cr <br />cn <br />C> <br />0 <br />-0 <br />Q! <br />0 <br />tz <br />a <br />r� <br />N <br />O <br />v <br />E <br />N <br />a� <br />E <br />0 <br />c <br />n: <br />0 <br />0 <br />0 <br />J <br />a� <br />r7 <br />cV <br />O <br />00 <br />rn <br />a' <br />0 <br />0 <br />a <br />r� <br />0 <br />0 <br />CN <br />M <br />hi <br />v <br />0 <br />0 <br />z <br />z <br />w <br />_ <br />d� <br />m <br />S <br />O <br />F- <br />eefieel <br />OWNER'S BATHROOM <br />SCALE: 3/8" =1'4' <br />60 <br />BATHROOM 2 <br />SCALE: 3/8" = 1'-0" <br />STAIR DATA: <br />18 RISERS @ 7.153" <br />17 TREADS @ 10" <br />TOTAL RISE =10'-8 3/4" 42" KNEE WALL <br />TOTAL RUN = 14'-2" WITH 1x8 CAP & <br />CASING (AT2nd <br />FLOOR ONLY) <br />FILLED CELL LEGEND <br />E CONT. FILLED CELL FROM FOUNDATION TO 2ND <br />FLOOR <br />® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO <br />LINTEL) <br />FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO <br />BOND BEAM) <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />184X254 <br />S.H. <br />13 <br />20 X 381 <br />18 1 X 371 <br />S.H. <br />14 <br />20 X 50 J <br />18"X 50 <br />S.H. <br />15 <br />20X63 <br />18JX62J <br />S.H. <br />16 <br />20X72 <br />181X71} <br />S.H. <br />1H2 <br />271/4X26 <br />26X25 <br />S.H. <br />1H3 <br />271/4X388 <br />26x371 <br />S.H. <br />1 H4 <br />271 X 50 s <br />26 x 50 <br />S.H. <br />1H5 <br />277'rX63 <br />26X621/2 <br />S.H. <br />1H6 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />374X26 <br />36JX251/2 <br />S.H. <br />23 <br />37 a X 38 a <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 a X 50 a <br />36 J X 50 <br />S.H. <br />25 <br />37JX63 <br />364X621/2 <br />S.H. <br />26 <br />37 J X 72 <br />3617 X 71 112 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 X 25 J <br />S. H. <br />33 <br />54 X 38 J <br />52 4 X 37 i <br />S.H. <br />34 <br />54 X 50 s <br />52 J X 50 <br />S. H. <br />35 <br />54X63 <br />5217X624 <br />S.H. <br />36 <br />54X72 <br />524X714 <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S. H. <br />DOUBLE 39X59 <br />79 X 59 <br />NIA <br />S.H. <br />(2) 2x8 w/ 1/2" <br />FLITCH HEADER <br />3/4" PLYWOOD <br />DECKING �� SLOPE CEILING TO <br />MATCH STAIR RISE <br />F. FL. -\ - - F. FL. <br />-------- - - - - - - - - <br />18 <br />17 � - <br />16 <br />15 <br />14 <br />13 �� U <br />12 <br />11 CONT. <br />10 HAND RAIL w <br />9 U <br />8 0 <br />Q <br />w <br />T 6 z <br />5 <br />2x STRINGERS 4 <br />F. FL. <br />I <br />14'-2" <br />TYP. STAIR SECTION <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H2 <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H3 <br />(2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H4 <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.0E Fb=2950 <br />H6 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2950 <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" <br />Follow Q/S4. See Plan for <br />RAG <br />FLITCH PLATE <br />Bearing Wall Call Out When <br />Straps are Required <br />* VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS <br />DRYWALL <br />speciLU <br />SO <br />Aga Olt 0 8 <br />LU <br />co <br />00 fications <br />E3 <br />QOf <br />) <br />Co <br />2 <br />;CN <br />S <br />CIO Co 00 <br />LO <br />CN <br />Coo <br />1 1/2" MIN. CLEARANCE <br />2x4 #2 SYP. P.T. THRUST <br />BLOCK W/(2)- 1/4"x 3 1/2" <br />3A FROM EA. END. END.c. AND HANDRAIL DETAIL <br />SCALE: 3" =V-0" <br />1 1/4" TO 2" DIA <br />HANDRAIL NO <br />LESS THAN 34" <br />NOR MORE THAN <br />38" ABV. TREAD <br />NOSING <br />METAL HANDRAIL <br />BRACKET <br />BLOCKING AS <br />REQUIRED <br />Stair and Railing General Notes <br />Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 <br />and R302.7. <br />Riser height: <br />The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading <br />edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by <br />more than 3/8 inch. <br />Tread depth: <br />The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the <br />vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The <br />greatest tread depth within any flight of stairs shall not exceed the smallest by more than 318 inch. <br />Winders: <br />Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the <br />foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread <br />depth of not less than 6 inches at any point within the clear width of the stair. <br />Nosings: <br />Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than <br />9/16 inch or a bevel not exceeding '/Z inch. A nosing projection not less than 3/4 inch and not more than 1114 <br />inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing <br />projection by more than 3/8 inch within a stairway. <br />Handrails: <br />Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more <br />risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of <br />ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be <br />continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly <br />above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety <br />terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the <br />handrails. <br />Grip -size: <br />Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater <br />than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. <br />Guards: <br />Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, <br />that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches <br />horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, <br />porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the <br />adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have <br />openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in <br />diameter. <br />Under -stair protection; <br />Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and <br />any soffits protected on the enclosed side with 1/2-inch gypsum board. <br />1ST FLOOR PLAN -UNIT-C 1624 <br />SCALE: Y4'=1'-0" <br />F_ <br />3'-0" _ <br />2'-8" 3'-10" <br />BB <br />MOD-25 SH <br />( 39" x 59" ) <br />EGRESS <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />OA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />0 <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />GC� <br />SEE SN SHEET SEE SN SHEET <br />140 MPH <br />NOTE: WIND SPEED INDICATED ABOVE IS AN <br />"ULTIMATE" WIND SPEED. THE WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />SOFFIT DESIGN PRESSURE <br />+29.7 / -39.7 <br />General Notes <br />R302.5 Dwelling/Garage Opening/Penetration Protection <br />Opening and penetrations through walls or ceilings separating the <br />18'-0" <br />dwelling from the garage shall be in accordance with sections <br />R302.5.1 through R302.5.3. <br />12'-0" <br />3'-0" <br />R302.5.1 Opening Protection <br />3'-10" <br />2'-8" <br />Openings from a private garage directly into a room used for <br />sleeping purposes shall not be permitted. Other openings between <br />�B <br />the garage and residence shall be equipped with solid wood doors <br />MODD�5 SH <br />not less than 1-3/8" in thickness, solid or honeycomb -core steel <br />( 39" x 59" } <br />doors not less than 1-3/8" thick, or 20-minute fire -rated doors. <br />* <br />R302.5.2 Duct Penetration <br />EGRESS <br />Ducts in the garage and ducts penetrating the walls or ceilings <br />separating the dwelling from the garage shall be constructed of a <br />minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid <br />nonmetallic class 0 or classl duct board, or other approved <br />°0 <br />material and shall not have openings into the garage. <br />co <br />OWNER'S I <br />R302.5.3 Other Penetrations <br />Penetrations through the separation required in Section R302.6 <br />BEDROOM <br />shall be protected as required by section R302.11, Item 4. <br />8'-0" FLAT CLG. <br />R302.6 Dwelling/Garage Fire Separation. <br />N <br />CARPET I <br />The garage shall be separated as required by Table R302.6. <br />Openings in garage walls shall comply with Section R302.5. <br />Attachment of gypsum board shall comply with Tab;e R702.3.5. <br />The wall separation provisions of Table R302.6 shall not apply to <br />garage walls that are perpendicular to the adjacent dwelling unit <br />O0 <br />18'-0" I <br />CO <br />wall: <br />C° <br />SD <br />• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or <br />equivalent applied to garage side. <br />6' 8" <br />4'-0" 7'-4" <br />• From Habitable Rooms Above Garage - Not Less than 5/8" <br />Type-X Gyp. Bd. or equivalent. <br />• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less <br />than 1/2" Gyp. Bd. or equivalent. <br />C <br />R&S <br />• Garages Located Less Than 3 Feet From Dwelling On The <br />---------1 <br />PW01 <br />Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied <br />° O. <br />BATH22"x36" I <br />__ <br />to the interior side of exterior walls that are within this area. <br />8'-0" <br />LATTIC <br />RACCESS / <br />/ I C <br />TYP <br />M <br />R312.2.1 Window Sills <br />`o <br />oo <br />00 00 I <br />In dwelling units, where the top of the sill of an operable window is <br />ivFLAT <br />/ <br />CLG I <br />located less than 24 inches 610 mm above the finished floor and <br />I / (CARPET9 <br />reater than 72 inches 1829 mm aove the finished rade or <br />( ) 9L <br />_V_ J I <br />other surface below on the exterior of the building, the operable <br />window shall comply with one of the following: 1. Operable <br />windows with openings that will not allow a 4-inch-diameter (102 <br />R&S <br />mm) sphere to pass through the opening where the opening is in <br />its largest opened position. 2. Operable windows that are provided <br />2868 <br />with window fall prevention devices that comply with ASTMF2090.PW01 <br />3. Operable windows that are provided with window opening <br />eo <br />control devices that comply with Section R312.2.2. <br />r <br />TYP. <br />7 F. <br />W I <br />`O <br />Chapter 45 Private Swimming Pools <br />N <br />Outdoor swimming pools shall be provided with a barrier <br />60"x <br />AHU <br />complying with R4501.17.1.1 through R4501.17.1.14. <br />OWER <br />AN 10 <br />IRJA I <br />M1507.2 Re -circulation of Air <br />11 <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />Jk <br />5'-11a 4'-0" 3' 4" - " <br />re -circulated within a residence or to another dwelling unit and <br />shall be exhausted directly to the outdoors. Exhaust air from <br />i <br />o <br />bathrooms and toilet rooms shall not discharge into an attic, crawl <br />I <br />space or other areas inside the building. <br />00 <br />LO <br />( <br />oho <br />00 <br />GAS APPLIANCES <br />(� <br />`" i I <br />CO <br />G.C. to verify location of gas riser before commencement of work. <br />0 I I <br />Where gas water heaters are installed. Water heaters shall be <br />installed a min. of 18" above fir. per FBCR G2408.2. Except where <br />UP <br />appliances that are listed as flammable vapor ignition resistant. <br />A.F.F <br />J <br />07' <br />L FT <br />WALL LEGEND <br />1/2 WALL <br />8'-0" LAT CLG. CAPPED <br />=N CARPET <br />2-STORY MASONRY WALL w/ <br />- <br />0 <br />5' <br />4" 5'-4" 5'-8" <br />BOND BEAM HGT. AT 10'-8" <br />TOP AT 18'-8" <br />�"ru <br />I <br />zo <br />MASONRY HGT. @ 9'-4" A.F.F. <br />0 � <br />BATH <br />2868 <br />4068 BF <br />MASONRY HGT. @ 8'-8" A.F.F. <br />F-o"F <br />TCLG. <br />4 SH <br />P/IC CA <br />PET <br />R&S <br />MASONRY PARTY WALL <br />_ <br />R&SI <br />-----..., <br />------------ <br />d' <br />N <br />O <br /><V <br />BF <br />�, <br />o <br />TYP. 2x FRAME WALL <br />If113068 <br />II <br />2 RR 2668 4068 BF <br />4' <br />BEDROOM 3 <br />8'-0"' FLAT CLG. <br />0o ARPET <br />In <br />EGRESS <br />MOD 25 SH <br />( 39" x 59" ) <br />5'-0" <br />6'-8" <br />BEARING WALL <br />o INTERIOR BEARING WALLS NOTED "FLOOR <br />3'-58„ I 5'-O$" r r <br />N BEARING ONLY ARE FLOOR SYSTEM <br />SUPPORTING ONLY AND REQUIRES NO UPLIFT <br />CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />-�� O <br />1ST FLOOR 664 S.F. <br />CARPET <br />GARAGE►'►'4. <br />108 S.F. <br />ENTRY <br />►i►iLANAI <br />�� <br />IVIOD (O <br />INSULATION <br />2ND FLOOR PLAN <br />SCALE: Y,"=1'-0" <br />®' <br />EGRESS <br />7-4" <br />NON -LOAD BEARING 2x <br />1V-4" FRAMING, BOXED OUT FOR <br />FRONT ELEVATION AT THE <br />MIDDLE LEFT UNIT ONLY <br />UNIT-C 1624 <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFLES AT EAVE) <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />OG.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />+*a <br />sfa <br />*,CD <br />c�u <br />C30 <br />c 4owN <br />- m <br />h -aN.0 <br />N O .p <br />d <br />d � � <br />� v = a <br />3 $ ry <br />a <br />c E <br />M <br />N <br />0 <br />N <br />N <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and <br />