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1 II 11 1 - - <br />3 <br />v <br />-a4 <br />N <br />co <br />I <br />M <br />v <br />CAI <br />O <br />.o <br />I <br />C) <br />0 <br />J <br />to <br />rM <br />t2 <br />t2 <br />I <br />N <br />7 <br />M <br />IV <br />C <br />Cr <br />V) <br />Q <br />N <br />n <br />i <br />C) <br />0 <br />0 <br />J <br />m <br />M <br />M <br />I <br />iO4 <br />M <br />N <br />0 <br />En <br />C <br />FV- <br />N <br />N <br />4 <br />N <br />E <br />0 <br />c <br />J <br />C <br />0 <br />v <br />0 <br />a> <br />LZ: <br />M <br />CV <br />N <br />0 <br />a <br />0 <br />a <br />N <br />N <br />0 <br />v <br />CM <br />d <br />0 <br />w <br />v <br />v <br />to <br />0M <br />F. FL. <br />OWNER'S BATHROOM <br />SCALE: 3/8" =1'-0" <br />O <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" <br />TOTAL RUN = 14'-2" 42" KNEE WALL <br />WITH lx8 CAP & <br />3/4" PLYWOOD ��� CASING (AT2nd <br />DECKING FLOOR ONLY) <br />A-tF. FL.U// <br />- - - - - - - - \�--- <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20 X 26 <br />18 J X 25 J <br />S.H. <br />13 <br />20X38J <br />18JX37J <br />S.H. <br />14 <br />20 X 50 1 <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />18JX62J <br />S.H. <br />16 <br />20 X 72 <br />18 7' X 714 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H. <br />11-13 <br />271/4X38J <br />26x371 <br />S.H. <br />11­14 <br />27JX501 <br />26x50 <br />S.H. <br />1H5 <br />27JX63 <br />26X621/2 <br />S.H. <br />11­16 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J• X 26 <br />36 J X 251 /2 <br />S.H. <br />23 <br />37 J X 38 i <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 i <br />36 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 4 X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 4 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 4 <br />S.H. <br />33 <br />54 X 38 J <br />52 J X 37 i <br />S.H. <br />34 <br />54 X 50 J <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 714 <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />DOUBLE 39X59 <br />79 X 59 <br />N/A <br />S.H. <br />DRYWALL <br />1 1/2" MIN. CLEARANCE <br />17 1 1/4" TO 2" DIA <br />r HANDRAIL NO <br />15 LESS THAN 34" <br />14 �� NOR MORE <br />13 U THAN 38" ABV. <br />12 TREAD NOSING <br />li"""[�110 <br />HA NT. <br />HAND RAIL w <br />METAL <br />HANDRAIL <br />BRACKET <br />BLOCKING AS <br />REQUIRED <br />2x STRINGERS <br />4 <br />TYP. STAIR SECTIO <br />SCALE: 1/4" = 1'-0" <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 71/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" <br />Follow QlS4. 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 />(2) 2X8 w/ 1/2" <br />FLITCH HEADER <br />SLOPE CEILING TO <br />MATCH STAIR RISE <br />F. FL. <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 3/8 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 '/2 inch. A nosing projection not less than 314 inch and not more than 11/4 <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 />13'-4" <br />VERIFY <br />AC PAD LOCATION OF <br />A/C PAD <br />HB <br />�NEW <br />OMM <br />now <br />::: OUTDOOR <br />::=. <br />::: <br />an <br />on <br />H.CONCRETE <br />: <br />■4 <br />:: <br />:�� <br />Q O0 <br />H T <br />7'-11" <br />5-SH <br />2468 REF <br />S-2" <br />6'-7' <br />I <br />00 <br />O C <br />2 <br />= <br />© M <br />I <br />w to <br />DINING N <br />KITCHEN <br />I <br />z 1 <br />Q <br />9'-4" FLAT CLG. <br />9'-4" FLAT CLG. <br />® <br />TILE <br />TILE <br />I <br />SINKw/ <br />1 <br />D/W DISPOSAL <br />F---� <br />I <br />rn <br />L___J <br />FLRG. LINE <br />-------- <br />16" CNTR. AT 42"-� ;n <br />o r A.F.F. 1/2 WALL <br />AO N CAPPED <br />= rI UP <br />J�__J <br />GREAT ROOM <br />9'-4" FLAT CLG. <br />IM <br />CARPET <br />-- 13'-8" _ <br />c <br />F <br />- GG <br />CO S3 <br />o <br />rA c=n <br />1 <br />N <br />2x6 WALL <br />6'-8" <br />2'-8" 4,-4" <br />*NO UPLIFT* <br />_ <br />Q <br />_ <br />S4 <br />- - <br />�,-- <br />LU <br />N <br />FLRG. LINE _ -_ __ -__- <br />0o �{ �p- <br />N <br />H 1 <br />f V V f"t <br />_ I CV <br />TILE <br />CV I ff7 <br />N <br />lJL <br />• FOYER <br />�2868 <br />9'-4" FLAT CLG. <br />TILE <br />T.O.M <br />in <br />9.-4„ <br />O <br />21_6" <br />O3068 <br />BUILDER TO <br />PROVIDE <br />APPLIANCE <br />2'-0' 4'-0" -0' <br />PROTECTION <br />I <br />WHEN <br />Qo <br />2' " 4'-8" <br />REQUIRED PER <br />EN Y <br />CO <br />9'-4" CLG. A.F.F. <br />u, 1-CAR <br />ARAG E <br />CONCRETE <br />- - - - - - -_ - 9'-4" F <br />T CLG. <br />y <br />13 ® rn CONCRETE <br />f <br />■ha <br />■ o <br />O0 � N <br />STONE <br />sO <br />VENEER <br />16" SQUARE <br />o <br />*- <br />CMU COLUMN <br />in _ r--------- <br />------� <br />I <br />00 I <br />s2 I <br />I <br />I <br />I <br />■ I LINE OF 2nd STRY. <br />ABV. <br />I- <br />t - <br />I **NOTE00 <br />* I <br />sop I BLK. WALLS <br />RE 8'-8" <br />TALL FOR "A" <br />NIT 5'-8" <br />= HB i FROM FRONT <br />OF <br />50 <br />GARAGE <br />LO K <br />I TYP. @ <br />I <br />I S4 GARAG <br />o <br />N 14 8'x7' GARAGE <br />OOR <br />D1 <br />STONE <br />1'-4" <br />5'-8" <br />1'-8" F-0" 1'-8" <br />VENEER <br />7'-0" <br />11'-4" <br />01 <br />8'-8" <br />18'-8" <br />18'-4" T.O.M. <br />T.O.M. <br />1ST FLOOR PLAN - UNIT -A 1532 <br />SCALE: Y"=1'-0" <br />OP <br />io <br />;o <br />Zo <br />0 <br />in <br />0 <br />BoO <br />FILLED CALL LEGEND <br />N 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) I� <br />10 01 7011 <br />Elm <br />C111>04 <br />4 <br />c>04 <br />o <br />4-411 <br />50 10 <br />- <br />(--06 <br />CD <br />A <br />cq <br />- <br />to <br />3'-4" 12'4" 3'-0" <br />1'-4" 1'-8" 3'-10" 5'-0" 3'-10" 2'-8" <br />© O <br />MOD 25 SH MOD 25 SH <br />( 39" x 59") (39" x 59" ) <br />EGRESSI EGRESS <br />0 00 <br />'OWNER'S <br />55 BEDROOM <br />D1 <br />8'-0" FLAT CLG. <br />TYP. U.N.O. ® 1'c4 I CARPET <br /><V <br />o I - <br />OPiio <br />o <br />1 T-8" io <br />io - <br />® M.C. ----- <br />R&S <br />O. BATH I 22"x36" --------- 1 <br />8'-0" FLA CLG. ATTIC _ I <br />CAR T ACCESS /;�/ I C I N <br />� � � FLAT CLG � � � <br />_ N iv I N I � ICARPET I� PW01 <br />LID] I <br />_v_�TYP. <br />--- R&S ----J <br />O I <br />cv M 2868 5 <br />f <br />co -_= I •d• 7 iio <br />in TO 00 E .. __ � 8 cD <br />60"x 00 N AHU <br />r o0 WER PA N IF: 10 <br />R/A I I 11 rn <br />5' 114 <br />3���� <br />LOFT 13 0 <br />8'-0" FLAT CLG. 14 � <br />- 00 � CARPET I 15 00 <br />j N I I 16 '° <br />I <br />I I 17 <br />in I I UP 1 <br />T A.F.F. L-I <br />b 1/2 WALL <br />CAPPED <br />= 5'-4 1'-10" (V <br />9'-6" <br />N M - <br />O <br />2668 <br />N BAT � <br />8'-0" FLAT CLG I <br />CARP T <br />M.C. <br />- 1 WIC . <br />I 8'-0" FLAT CLG. CV <br />I CARPET 266$ p� <br />Zo <br />in <br />I - <br />----- ---- M BEDROOM 2 <br />R&S <br />8'-0" FLAT CLG. <br />■' ' _ CARPET <br />MTa <br />G.T. <br />O0 F.C. FOR ELEV. 2023 & 9 <br />MODERN ELEV ONLY. <br />DOES NOT APPLY TO - MOD 25 SH <br />STD/LT ELEVATIONS. (39" x 59" ) <br />EGRESS <br />3'-8" <br />o o10 lot ? <br />7'-0" 11'-4" <br />18'-4" <br />as <br />ri <br />2ND FLOOR PLAN -UNIT-A 1532 <br />`-10 <br />cb <br />13 :15% 11 <br />0 <br />LL0 111313 <br />9CD <br />4-1 <br />1 <br />CO <br />ampco ) <br />WW <br />X <br />Will <br />C <br />0Co <br />5 <br />CN <br />=CN <br />3 <br />SCALE: is"=V-0" <br />as <br />ri <br />2ND FLOOR PLAN -UNIT-A 1532 <br />`-10 <br />cb <br />13 :15% 11 <br />0 <br />LL0 111313 <br />9CD <br />4-1 <br />1 <br />CO <br />ampco ) <br />WW <br />X <br />Will <br />C <br />0Co <br />5 <br />CN <br />=CN <br />3 <br />SCALE: is"=V-0" <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE"C" <br />® <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />O <br />SEE SN SHEET O SEE SN SHEET <br />140 MPH wilii� <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 />dwelling from the garage shall be in accordance with sections <br />R302.5.1 through R302.5.3. <br />R302.5.1 Opening Protection <br />Openings from a private garage directly into a room used for <br />sleeping purposes shall not be permitted. Other openings between <br />the garage and residence shall be equipped with solid wood doors <br />not less than 1-3/8" in thickness, solid or honeycomb -core steel <br />doors not less than 1-3/8" thick, or 20-minute fire -rated doors. <br />R302.5.2 Duct Penetration <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 />material and shall not have openings into the garage. <br />R302.5.3 Other Penetrations <br />Penetrations through the separation required in Section R302.6 <br />shall be protected as required by section R302.11, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <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 />wall: <br />• From the Residence & Attics - Not Less than 112" Gyp. Bd. or <br />equivalent applied to garage side. <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 />• Garages Located Less Than 3 Feet From Dwelling On The <br />Same Lot - Not Less than 1/2" Gyp. Ed. or equivalent applied <br />to the interior side of exterior walls that are within this area. <br />R312.2.1 Window Sills <br />In dwelling units, where the top of the sill of an operable window is <br />located less than 24 inches (610 mm) above the finished floor and <br />greater than 72 inches (1829 mm) above the finished grade or <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 />mm) sphere to pass through the opening where the opening is in <br />its largest opened position. 2. Operable windows that are provided <br />with window fall prevention devices that comply with ASTM F2090. <br />3. Operable windows that are provided with window opening <br />control devices that comply with Section R312.2.2. <br />Chapter 45 Private Swimming Pools <br />Outdoor swimming pools shall be provided with a barrier <br />complying with R4501.17.1.1 through R4501.17.1.14. <br />M1507.2 Re -circulation of Air <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />re -circulated within a residence or to another dwelling unit and <br />shall be exhausted directly to the outdoors. Exhaust air from <br />bathrooms and toilet rooms shall not discharge into an attic , crawl <br />space or other areas inside the building. <br />GAS APPLIANCES <br />G.C. to verify location of gas riser before commencement of work. <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 />appliances that are listed as flammable vapor ignition resistant. <br />WALL LEGEND <br />2-STORY MASONRY WALL w/ <br />BOND BEAM HGT. AT 10'-8" <br />TOP AT 18'-8" <br />MASONRY HGT. @ 9'4' A.F.F. <br />MASONRY HGT. @ 8'-8" A.F.F. <br />MASONRY PARTY WALL <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR <br />BEARING ONLY" ARE FLOOR SYSTEM <br />SUPPORTING ONLY AND REQUIRES NO UPLIFT <br />CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />1ST FLOOR 677 S.F. <br />2ND FLOOR 864 S.F. <br />TOTAL 1541 S.F. <br />GARAGE 246 S.F. <br />LANAI 110 S.F. <br />ENTRY 42 S.F. <br />TOTAL SQ. FT. 1939 S.F. <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFLES AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />OG.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />O <br />` N <br />c <br />� o <br />? W <br />z7mK <br />y C LL O. <br />Q � N Y <br />• E� <br />8 .� a <br />3 � <br />•o w m <br />� m c Q <br />>= G <br />ro o <br />M <br />N <br />O <br />N <br />v <br />N <br />0 <br />� .E N <br />••No <br />�• P <br />J <br />U <br />r <br />z <br />BP <br />LJ F.FL. HANDRAIL DETAIL <br />2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'4' <br />BLOCK W/(2)-1/4"x 31/2" <br />TAPCONS @ 16"o.c. AND <br />N3" FROM EA. END. <br />