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0 <br />3/4" PLYWOOD <br />DECKING -, <br />FLOOR <br />SYSTEI <br />SIN <br />T <br />CONT. HANDRAIL <br />RETURN TO. <br />WALL DETAIL. <br />ASCALE: NTS <br />STAIR CALCULATIONS: <br />TOTAL RISE = 10'-0 3/4" <br />(16) RISERS AT 7 -9/1611 <br />10" TREADS w/ 3/4" NOSING <br />42" KNEE WALL WITH <br />1x8 CAP & CASING <br />USP MP3 CLIP EA. <br />STRINGER TO BEAM/ <br />- FLOOR SYSTEM TYP. <br />16 <br />15 36" H. CONT. <br />14 GRASPABLE <br />13 o RAILING <br />\� <br />12 I <br />11 10" <br />1 x TR EAD 10 <br />(TYP.) 9 I <br />STORAGE 8 <br />I <br />UNDER 7 - <br />STAIRS s \ <br />2x FRAMED 5" <br />WALL <br />4 <br />1x RISERS <br />71 3 ��\ <br />(TYP.) ..� <br />2 <br />2x FRAMED (3) 2x12 <br />WALL STRINGERS <br />2x4 #2 SYP. P.T. THRUST BLOCK <br />W/(2)- 1 /4"x 3 1/2" TAPCONS @ <br />16"o.c. AND 3" FROM EA. END. <br />TYP. STAIR SECTION <br />SCALE: 1/2" = V-0" <br />I SEE PLAN FOR LANDING DEPTH I <br />MIN. (3) 2x STUDS R <br />@ END OF LANDINC <br />BELOW HDR. BEAM <br />STANDARD (3) 2x1 <br />STRINGERS w/ <br />SIMPSON A35/USP <br />MP34 CLIP TO <br />FLOOR SYSTEM 0 <br />LANDING FRAMINC <br />(2) 2x HDR. <br />REQ'D @ ENE <br />LANDING FOi <br />STRINGERS - <br />CONNECT TC <br />1 <br />PLY SHEATHING OVER <br />LANDING ATTACHED PER <br />GENERAL FLOOR <br />CONSTRUCTION NOTES <br />2x8 #2 SYP JOISTS @ LANDING <br />@ 16"O.C. w/ SIMPSON A35/USP <br />MP34 OR LUS26 HANGER ON <br />EA. SIDE <br />MASONRY OR WOOD WALL, <br />SEE PLAN <br />2x8 #2 SYP (P.T. IF MASONRY <br />WALL) CONTINUOUS LEDGER <br />w/ (3) 16d NAILS @ 16" O.C. MAX. <br />TO EA. STUD. ((2) 1/4"X3 1/2" <br />TITENS @ 16" O.C. MAX. FOR <br />MASONRY WALL) <br />GENERAL LANDING FRAMING INFO. <br />SCALE: N.T.S. 9'-0" MAX LANDING LENGTH <br />42" KNEE <br />WALL WITH <br />1 x8 CAP & <br />CASING <br />0 <br />1 x8 CAP & <br />CASING <br />TYP. @ D, <br />CORNERS <br />e <br />140C <br />REV 10.1.20 CAB <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />8'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />9'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />(*)>9'-0" <br />SPF #2 <br />2x6 <br />SYP #2 <br />16" O.C. <br />WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT <br />EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE <br />STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS <br />@ 12" O.C.* <br />THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR <br />FINISH <br />"' WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. <br />REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS" <br />I-------------------7 <br />I 125'-0" <br />I I V-9" T-8" <br />I I <br />j H1 I 0,16 <br />I 16ED2 <br />23 J OA <br />I 125 H TYP. S6 <br />U.N.O. 25 H <br />TB 60" X 36" GRESS* I JEGRESS* <br />SHOWER <br />aFIBERGLASS <br />SURROUND <br />TP <br />91 <br />4'-0" <br />L <br />5'-or <br />Q. BAT <br />20fi8 <br />8'-0" FLAT QI. <br />B <br />6 <br />TILE <br />4-SH <br />IWIG <br />SIM. W/ (1) IRO" FLAT CLG. ��� 2068 <br />MSTAM36 rn 1 CARPET c I <br />STRAPS @ 00 j, IACCESS� <br />BASE I -J <br />L--------R&S--- <br />TUB/ SHWR 3' 3" 9 • J0 9 <br />TILE TO 7' O A.F.F. <br />BA 2 <br />8'-0" FLAT CLG. 1 <br />TBwj� -- N <br />�I I =III TECH CENTER <br />H1 D2D <br />A <br />DRYER VENT <br />THRU SIDE WALL- <br />) <br />X <br />N <br />HANSON BOX <br />@ 36" A.F.F. <br />WIRE SHELF <br />@ +54" A.F.F.-J <br />TYP. <br />U.N.O. <br />%Y--- <br />Sim. W/ (1) <br />MSTAM36 <br />STRAPS @ <br />BASE <br />OWNER'S <br />SUITE <br />V-0" FLAT CLG. <br />CARPET <br />G.T. �o <br />15'-8' <br />BEDROOM 4 <br />8'-0" FLAT CLG. <br />CARPET <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <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 91/4" <br />LVL 2.0E Fb=2950 <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 />2x4 #2 SPF STUDS @ 16" <br />O.C. TYP. @ 2nd FLOOR <br />EXTERIOR WALLS <br />WWI%, <br />SIM. W/ (1) <br />MSTAM36 <br />STRAPS @ <br />BASE <br />J <br />S6 <br />TYP. <br />U.N.O. <br />U) <br />W = <br />to <br />.kLU Ne <br />D2 <br />2668 A <br />- BF <br />H1 <br />N. 6R I <br />BF <br />I D. LAU N 1 1 1411312111 10 9 8 7 6 5 4 - v-----J� <br />C---------- <br />8'-O" FLAT CLG. <br />( <br />-iR&S <br />2TILE s <br />T-11" 3'_10" 5'-11- --- <br />W. <br />I 3, 4068 <br />BF <br />d?y V-04" 6-10" <br />V-5J NIt <br />.I <br />/--1/2 WALL OR <br />RAILING PER SPECS <br />2668 11'-A" <br />- NI _ _J 5 ll ] G.T. <br />f` <br />BEDROOM 3 ;� BEDROOM 2 <br />8 0' FLAT CLG. I 8' 0" FLAT CLG. <br />CARPET I CARPET <br />EGRESS* I <br />EGRESS* <br />25 SH 25 <br />9 © I 9 H1 <br />D2 22 39 I D2 <br />j H1 D1 D1 j JAMB STUD OVER <br />I I ENTRY TO BE <br />I I CONNECTED DOWN <br />I I PER DETAIL 6/D2 <br />6-10" 5'-10" 6-8" 6'-8" <br />18'-8" 64" <br />E"M <br />SIM. W/ (1) <br />MSTAM36 <br />STRAPS @ <br />BASE <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />Q <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 />OE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />G <br />SEE SN SHEET �H 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 />1 +29.7 / -39.7 <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18JX25 <br />S.H. <br />13 <br />20X38J <br />18JX37J <br />S.H. <br />14 <br />20 X 50 5 <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />18JX62 <br />S.H. <br />16 <br />20 X 72 <br />18 J X 71 } <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H. <br />1 H3 <br />27 1/4 X 38 a <br />26 x 37 <br />S.H. <br />1 H4 <br />27 J X 50 a <br />26 x 50 <br />S.H. <br />1 H5 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />1 H6 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 2' X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 i <br />361 X 37 314 <br />S.H. <br />24 <br />37 J X 50 $ <br />36 � X 50 <br />S.H. <br />25 <br />37 a X 63 <br />361 X 62 1/2 <br />S.H. <br />26 <br />37 X 72 <br />36 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 1 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 J <br />S.H. <br />33 <br />54 X 38 J <br />52 } X 37 J <br />S.H. <br />34 <br />54 X 50' <br />52 2 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 <br />S.H. <br />36 <br />54 X 72 <br />52 J X 71 J <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 />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 % inch. A nosing projection not less than 3/4 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 />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 1/2" 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. Bd. 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 flr. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />WALL LEGEND <br />MASONRY HGT. @ 8'-8" A.F.F. <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 <br />UPLIFT CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />FIRST LIVING 728 S.F. <br />SECOND LIVING 1036 S.F. <br />TOTAL LIVING 1764 S.F. <br />LANAI 60 S.F. <br />GARAGE 379 S.F. <br />ENTRY 62 S.F. <br />TOTAL SQ. FT. 2265 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-11/13-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />SECOND FLOOR PLAN -A <br />M <br />0 <br />N <br />to <br />G <br />N <br />ac <br />W <br />!� <br />G O <br />°max <br />N 10 O <br />N L <br />N G A <br />Fa <br />d <br />ac ; <br />Ate' <br />,z <br />o <br />d U <br />0 <br />5 c r �L <br />•�` <br />FG <br />0 <br />I� O <br />F S% O `\\\\N <br />FI S <br />To the best of the Engineers knowledge, Infonnaflon and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />I - <br />E <br />o � 8 <br />v <br />0 <br />04 <br />a d c: m <br />-9-2 * N <br />d) <br />y-4.� <br />M� «u <br />u_ <br />Z <br />131 <br />��� a_ <br />CL <br />`2 c <br />8�_ <br />rRgT m <br />= <br />LLW <br />, <br />M< 0 <br />W <br />agleamU(n <br />Z N <br />z � <br />z g <br />Q <br />f� <br />N <br />Z <br />G� <br />•0 <br />o .16 <br />0 <br />LLJ <br />wi8 <br />W <br />_Lau: <br />U �t <br />• <br />N <br />" <br />ffi <br />M <br />J <br />C <br />C <br />�° <br />0 <br />E <br />F- <br />OV <br />Z• <br />oa <br />V 0 <br />Z <br />q <br />ru <br />o ru <br />aF <br />0 <br />�g <br />5 <br />~ <br />�ro <br />�a'o <br />11 <br />-ICY <br />� <br />Z U <br />yo <br />C6 <br />2 <br />Z <br />m <br />z <br />LL <br />N <br />= <br />J <br />~O <br />2 <br />wa <br />y0 <br />a <br />`ilw <br />0. <br />O S <br />�� <br />J <br />0 <br />it <br />m <br />c� <br />C0 LO <br />M <br />n1 <br />o. <br />N <br />8 <br />N <br />0 <br />Ln <br />�.. <br />O <br />ILL. <br />r*-. <br />-14 <br />`° <br />(0 <br />N <br />NLo <br />rn <br />r <br />to <br />N <br />M C <br />�- <br />E <br />o <br />Z <br />M <br />Z <br />j <br />E M <br />a <br />U � <br />d <br />Q 0 <br />� <br />JOB <br />NO: <br />23-00513 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.2 <br />