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1 I 1 _ 1 - - -- - -_- __ _ - __ - - ■ _ !tt <br />42" KNEE <br />WALL WITH <br />1 x8 CAP & <br />CASING <br />CA <br />1 x8 CAP & <br />CASING <br />-IN <br />CONT. HANDRAIL <br />RETURN TO_ <br />-WALL DETAIL- <br />AIS CALE: NTS <br />STAIR CALCULATIONS: <br />TOTAL RISE = 10'-0 3/4" <br />(16) RISERS AT 7 -9/16" <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 />36" H. CONT. 15 <br />GRASPABLE _ 14 <br />RAILING 13 <br />I M - <br />I <br />12 <br />I 1 On 11 <br />I <br />10 <br />LOICD - <br />0 <br />H1 <br />2x4 #2 SPF STUDS @ 16""*EGR-ESSI <br />9D2' <br />O.C. TYP. @ 2nd FLOOR <br />3/4" PLYWOOD EXTERIOR WALLS <br />DECKING <br />16 Mom_ FLOOR SYSTEM <br />r <br />T- <br />oo 9 1 x TREAD <br />flo �I� 8 STORAGE (TYP.) <br />I 7 UNDER <br />I - <br />6 STAIRS <br />I <br />1 5 2x FRAMED <br />4 WALL <br />1 x RISERS <br />3 <br />y (TYP.) <br />1 <br />C7O N <br />O <br />r <br />GO <br />2 (3) 2x12 2x FRAMED <br />1 STRINGERS WALL <br />2x4 #2 SYP. P.T. THRUST BLOCK <br />W/(2)- 1/4"x 3 1/2" TAPCONS @ <br />161111o.c. AND 3" FROM EA. END. <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'-01, <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />>9'-01, <br />2x6 <br />SYP #2 <br />16" O.C. <br />* WHEN THE TOP OF WALL IS GREATER THAN 9'4% 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 />r--------------- - - - -- <br />j <br />25'-0" l 1 <br />I I <br />I I <br />1 H1 <br />61 <br />A p I <br />I <br />25 SH I <br />*EGRESS 60" X 36" TB <br />SHOWER <br />FIBERGLASS m '� <br />SURROUND U <br />TP <br />5' <br />-0" 4'-0" <br />0 <br />. <br />26'68 BATH <br />FLAT, CLG. = 2068 <br />TILE Ln BF!A <br />3'_6" <br />4-SH <br />R&S <br />WIC I <br />. 2068 - - ` ` 8' -0" FLAT CL . <br />�4 5}C' � I 1 <br />CARPET (n <br />10' I ACQESS d) I fr <br />L 9'Lx �'A �l I <br />R&S <br />00/_ <br />cc <br />9 U 3.0 9 11 <br />BEDROOM 4 <br />8'-0" FLAT CLG. is <br />CARPET U <br />0 T-61 <br />U) 1/2 WALL OR <br />o w RAILING PER SPECS - <br />Cl) to 0 % <br />v 6 N w <br />OWNER'S <br />SUITE <br />8'-0" FLAT CLG. <br />JD2 <br />CARPET <br />� <br />G.T. <br />15'_8" <br />STRAPS @ <br />BASE <br />S6 <br />TYP. <br />U.N.O. <br />00 BA 2 <br />CID 8'-0" FLAT CLG. <br />N TB <br />D2 11'-4" 2668 5'-11" <br />A 2668 <br />BF ----� <br />H1 I I I I 1 I <br />I I I I I I I I I IIJI <br />SECTION -- <br />TYP. STAIR�I � 4 1 5 1 6 1 7 8 1 9 10 11 12 13 14 <br />R&S 2652 <br />SCALE: 112" = V-0" <br />-----_ -- 5'-11" <br />R/A H <br />lot- <br />N <br />4068 <br />BF 3 <br />SEE PLAN FOR LANDING DEPTH co 5'-10" 5'-02-1" 6� <br />N <br />MIN. (3) 2x STUDS R <br />@ END OF LANDING <br />BELOW HDR. BEAM <br />STANDARD (3) 2x1 <br />STRINGERS w/ <br />SIMPSON A35/USP <br />MP34 CLIP TO <br />FLOOR SYSTEM O <br />LANDING FRAMING <br />(2) 2x HDR. <br />REQ'D @ EN[ <br />LANDING FOI <br />STRINGERS - <br />CONNECT TC <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 112" <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 />0 <br />in <br />3 <br />D2 <br />SIM. W/ (1) <br />MSTAM36 <br />STRAPS @ <br />BASE <br />I <br />00 <br />cD <br />(D <br />N <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/ 112" <br />FLITCH PLATE <br />H3 <br />(2) - 2X10 #2 SYP W/ 1/2" <br />- <br />FLITCH PLATE <br />(2) - 2X12 #2 SYP W/ 1/2" <br />H4 <br />FLITCH PLATE <br />H5m <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" Follow Q/S4. See Plan for <br />RAG FLITCH PLATE 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 />1 TYP. @ <br />)2 CORNERS <br />5 <br />v <br />SIM. W/ (1) <br />MSTAM36 <br />STRAPS @ <br />BASE I, <br />r" <br />TUB/ SHWR <br />TILE TO 7' <br />A.F.F. <br />00 <br />TECH CENTER = `� <br />7'-9° cct g H 1 <br />D2 <br />0 <br />HANSON BOX <br />LAU N W. � <br />@ 36" A.F.F. <br />J <br />8' 0" FLAT CLG. I <br />Q <br />4 TILE <br />3: <br />3'-10" 3'-11" I <br />co <br />cv <br />D. I <br />DRYER VENT <br />THRU SIDE <br />WALL <br />WIRE SHELF r <br />@ +54" A.F.F. m <br />J <br />S6 <br />TYP. <br />G.T. <br />I <br />I <br />2' <br />5068 <br />N <br />r <br />s <br />11'-6" <br />U.N.O. <br />3 <br />BF <br />_ <br />D2 <br />^BEDROOM <br />2IN <br />BEDROOM 3 <br />SIM. W/(1) <br />8'-0" FLAT CLG. <br />rl <br />8'-0" FLAT CLG. <br />MSTAM36 <br />CARPET <br />CARPET <br />STRAPS @ <br />BASE <br />*EGRESS I J*EGRESS <br />21 SS H 25 SH <br />H1 9 39 22 D2 I <br />JAMB STUD OVER D2 D1 D1 I H1 1 <br />ENTRY TO BE I I <br />CONNECTED DOWN I I <br />PER DETAIL 6/D2 I I <br />6'-8" 6'4" 5'-10" 5'-10" <br />6 4' 18'-8" <br />25'-0" <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />rA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />Q <br />+28.3 / -30.8 <br />O <br />+28.3 / -37.0 <br />DE <br />+26.6 / -29.1 <br />FC� <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 />20 X 26 - <br />R.O. FRAME <br />(Fin) <br />181 X 25 2 <br />TYPE <br />12 <br />S.H. <br />1.3 <br />20 X 38 <br />18 2 X 37 4 <br />S.H. <br />14 <br />20 X 50 s <br />18 2 X 50 <br />S.H. <br />15 <br />20 X 63 <br />1812 X 62 2 <br />S.H. ^- <br />16 <br />- <br />20 X 72 <br />18 2 X 71 2 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 2 <br />S.H. <br />1 H3 <br />27 1/4 X 38 a <br />26 x 37 4 <br />S.H. <br />1 H4 <br />27 a X 50 s <br />26 x 50 <br />S.H. <br />1H5 <br />27 a X 63 <br />26 X 62 1/2 <br />S.H. <br />1H6 <br />273X72 <br />26X711/2 <br />S.H. <br />22 <br />37 4 X 26 <br />36 2 X 25 112 <br />S.H. <br />v <br />23 <br />37 4 X 38 s <br />36 2 X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 g <br />36 2 X 50 <br />S.H. <br />25 <br />37 4 X 63 <br />36 2 X 62 1/2 <br />S.H. <br />26 <br />37 4 X 72 <br />36 2 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />732 WIDE <br />S.H. <br />32 ^ _ <br />54 X 26 <br />52 2 X 25 2 <br />S.H. <br />33 <br />54 X 38 <br />52 2 X 37 4 <br />S.H. <br />34 <br />54 X 50 a <br />52 2 X 50 <br />S.H. <br />35 <br />54 X`63 <br />52 2 X 62 z <br />S.H. <br />36 <br />54 X 72 <br />52 2 X 71 2 <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 />- <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 fir. 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 SO. FT. 2265 S.F. <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONIC 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 BAFFELS A7 EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />SECOND FLOOR PLAN - A <br />SCALE: Y4"=V-0" <br />N <br />N <br />c <br />o <br />CM <br />C-4 <br />N N p y <br />N N N cc <br />cc <br />� <br />q N21, <br />N <br />N <br />cr- <br />L <br />ca <br />N G- <br />c E <br />av p <br />d U <br />W"4. <br />SE <br />v <br />ofltiltt m <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Flonda Building Code <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />to <br />H <br />Q <br />o 8 <br />O N <br />0) <br />O <br />so <br />C N r <br />N L <br />Q <br />Z <br />N V <br />C -� ! 7 <br />, w <br />o_ <br />Lu <br />L ct1 <br />O <br />W <br />� <br />Do mctcD O <br />W <br />Z <br />LLo <br />u Z m w <br />CO MZ ¢ <br />= <br />N 00 < co <br />W <br />❑ <br />�NQgp <br />z <br />Q_ <br />a- <br />U) <br />u M <br />- <br />t�tn0 <br />w <br />u <br />O <br />l/i <br />U <br />E <br />8 <br />�® <br />W <br />E <br />® <br />a_o <br />N <br />E <br />E8 <br />rZ <br />Z0 <br />N <br />ra <br />ZNs <br />J <br />N <br />of <br />W <br />o O <br />> LO <br />O <br />a; <br />m <br />CID <br />O <br />Q <br />r <br />IQ. <br />N <br />m <br />LO <br />O <br />� <br />M <br />(� <br />O <br />S� <br />o <br />Ln <br />Q <br />ai <br />E <br />E <br />Z <br />N <br />o <br />CID <br />Z <br />E O <br />`m <br />a <br />E <br />U 6 <br />p <br />C <br />JOB NO: <br />22-08303 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.2 <br />