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1 L _ III_ I I _I_ <br />Cm <br />z <br />m <br />N <br />0 <br />c <br />tn <br />0 <br />J <br />O <br />I <br />i <br />x <br />z <br />M <br />C> <br />Or <br />: <br />a <br />io <br />0 <br />I <br />N <br />0 <br />ri <br />i <br />0 <br />J <br />CD <br />0 <br />i <br />C <br />a. <br />E <br />Cn <br />0 <br />0 <br />J <br />2 <br />0 <br />J <br />0 <br />CV <br />n <br />0 <br />1 <br />h <br />0 <br />N <br />l <br />.LJ <br />v <br />z <br />0 <br />:n <br />STAIR CALCULATIONS: <br />QTOTAL RISE = 10'-0 3/4" <br />42" KNEE WALL ( (16) RISERS AT 7 -9/16" <br />WITH 1x8 CAP 10" TREADS w/ 3/4" NOSIN <br />& CASING <br />3/4" PLYWOOD USP MP3 CLIP EA. <br />STRINGER TO BEAM/ <br />DECKING FLOOR SYSTEM TYP. <br />FLOOR SYSTEM Mf 1 <br />14 <br />13', o <br />� M <br />06 <br />Bo <br />STOg�W <br />�l�UND7�STA6�5�\4 \w2xFRAMEDNWALL <br />2x4 #2 SYP. P.T. THRUST BLOC <br />W/(2)- 1/4"x 3 1/2" TAPCONS @ <br />16"o.c. AND 3" FROM EA. END. <br />42" KNEE WALL WITH <br />-1x8 CAP & CASING <br />B <br />36" H. CONT. <br />GRASPABLE <br />RAILING <br />1x8 CAP & <br />CASING <br />2 (3) 2x12 <br />STRINGERS <br />1 <br />TYP. STAIR SECTION <br />SCALE: 1/4" = V-0" <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, inducting 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 />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 O <br />LANDING FRAMING <br />(2) 2x HDR. <br />REQ'D @ ENI <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 1/2" <br />TITENS @ 16" O.C. MAX. FOR <br />MASONRY WALL) <br />GENERAL LANDING FRAMING INFO. <br />SCALE: N.T.S. <br />9'-0" MAX LANDING LENGTH <br />SIN <br />-IN <br />CONT. HANDRAIL <br />RETURN TO_ <br />i WALL DETAIL. <br />B j SCALE: NTS <br />0 <br />r <br />v <br />80 <br />M <br />T-6" 1. 12'-0" <br />'01J -y J -:J 1 <br />D2 <br />6 H 1 6 0 H 1 TYP. Ca <br />D2 25 SH D2 25 SH CONERS <br />EGRESS _ 2X6 WALL _ <br />OWNER'S <br />SUITE <br />8'-0" FLAT CLG. <br />CARPET <br />G.T. <br />BEDROOM 3 <br />8'-0" FLAT CLG. <br />CARPET <br />G.T. <br />10'-4" <br />CHASE <br />I <br />I <br />m IU) <br />to I� <br />� I <br />I <br />I <br />CO <br />2'-4" <br />2668 <br />n <br />4 <br />2668' <br />io <br />i0 <br />60" X 36" TB <br />SHOWER 29 <br />m <br />FIBERGLASS M <br />SURROUND <br />5'-5" <br />0. BAl <br />2668 8'-0" FLAT CI <br />3 <br />D2 <br />SIM. w/ (1) <br />MSTAM36 <br />FLAT STRA <br />J <br />S6 <br />TYP. <br />[A�HiBFTB <br />V A.F.F. <br />H1 <br />BA <br />=�4S <br />8'-0" FLA CL <br />6 <br />m 24 <br />III <br />TILE <br />III <br />(D)2� <br />2668_\ <br />I <br />.6,-7„ . , <br />W I `+ <br />42" HIGH 112 0° <br />I I WALL W/ 1x o D l i <br />CAP LO I rn <br />I I IDN I Cr <br />11'-0" L 14'-0" <br />SIM. w/ (1) <br />M STAM 36 <br />FLAT STRAP <br />- HANSON BOX @ <br />36" A.F.F. <br />-DRYER VENT <br />THRU ROOF. <br />LAU N <br />8'-0" FLAT CLG. <br />TILE <br />00 <br />M <br />O <br />80 <br />,It <br />140C <br />RFV 10.1.20 CAR <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 />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 />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18'X25 <br />S.H. <br />13 <br />20X381 <br />184X37i <br />S.H. <br />14 <br />20X501 <br />184X50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 } <br />S.H. <br />16 <br />20X72 <br />18JX71# <br />S.H. <br />i H2 <br />27 1/4 X 26 <br />26 X 251 <br />S.H. <br />11­13 <br />271/4X38J <br />26x37i <br />S.H. <br />1 H4 <br />27 J X 50 1 <br />26 x 50 <br />S.H. <br />iH5 <br />271X63 <br />26X621/2 <br />S.H. <br />1H6 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36'J X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 i <br />36 Z X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <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 } X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />734 WIDE <br />S.H. <br />32 <br />54 X 26 <br />524X 25 4 <br />S.H. <br />33 <br />54 X 381 <br />52 4 X 37 J <br />S.H. <br />34 <br />54 X 501 <br />52 J 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 } X 71 } <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 />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />O(2) <br />- 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=2 5 90 <br />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2950 <br />RAG <br />(2) - 2X4 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />Follow Q/S4. See Plan for <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 />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />® <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />GC <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />DE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />OG <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 />SECOND FLOOR PLAN - B <br />SCALE: Y4'=V-0" <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. 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. f 18 above fir. r FB R 24 . o per C G 08 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 />1ST FLOOR LIVING AREA 721 S.F. <br />2ND FLOOR LIVING AREA 807 S.F. <br />TOTAL 1528 S.F. <br />GARAGE 397 S.F. <br />LANAI 60 S.F. <br />ENTRY 30 S.F. <br />TOTAL SQ. FT. 2015 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 BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />CV J <br />CV <br />... I <br />m <br />C WJ <br />t s <br />a- CL � o <br />/ C cc V Cn <br />m x <br />Li- Ca- <br />a <br />y -✓:3 _N -C <br />N R7 <br />c <br />� � m <br />u o <br />a�i CM <br />a4:2 <br />T 0 <br />� v <br />Ri Epxlf / <br />�`'�E;,�O�a <br />t <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 <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 />N <br />W <br />Q <br />v EE <br />CD <br />CD co 8 <br />O N O <br />N 0�'�� <br />G <br />Z 0?y <br />M <br />� C,4 <br />V zz 7k LJi <br />Q <br />N coo <br />C J LL W <br />LL <br />J W d <br />W <br />Z <br />-a o <br />r m� <br />�_ <br />w '@ o <br />N <br />W <br />05 m <br />Z <br />us <br />w <br />J <br />NZ <br />LE,cc M a j <br />J <br />N <br />Q X O <br />Z <br />U 5 (D <br />W <br />❑ ❑ <br />0 <br />N M <br />0 00 <br />Z N <br />z <br />E3 <br />N <br />M <br />z <br />o <br />'L <br />i--J <br />n <br />w <br />O <br />N <br />OSm <br />o <br />� 'S <br />A <br />U <br />LL, <br />J E <br />po s L O <br />i' ,. <br />Z t � <br />U o <br />C CD d <br />Q 'o yO <br />• <br />� <br />J <br />Z <br />w <br />M <br />J <br />p � <br />y <br />Z <br />Q <br />� <br />L1_ E� <br />z o <br />�o <br />Y m <br /><s <br />C6 <br />E V <br />o <br />z <br />zo <br />oa <br />CU <br />g <br />-`S, <br />.0 <br />Q <br />Z <br />of <br />-0 <br />0w Z <br />ttr-o� <br />r <br />L <br />O <br />< <br />o <br />w� <br />m <br />O <br />? <br />0 U <br />w <br />Q <br />o� <br />Z <br />Qo <br />3 <br />� � <br />2� <br />�� <br />w <br />a <br />�z <br />W <br />Q <br />j 0 <br />F <br />v <br />zl< <br />0 3 <br />o O <br />= <br />�O <br />�� <br />C <br />a; <br />M <br />0 <br />/'�'� <br />V <br />mil! <br />: <br />T- <br />�, <br />r <br />YCN <br />Co <br />LO <br />~ <br />O <br />O <br />M <br />CN <br />> <br />LO <br />LO <br />O N <br />T- <br />T- <br />Q <br />� LO <br />2-1 <br />M ` <br />o <br />Z <br />M <br />Z <br />j <br />E r- <br />N U") <br />N <br />c <br />C <br />E <br />m <br />n <br />U <br />Q <br />JOB <br />NO: <br />23-06114 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.2 <br />