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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" NOSING <br />& CASING <br />3/4" PLYWOOD USP MP3 CLIP EA. <br />STRINGER TO BEAM/ <br />DECKING FLOOR SYSTEM TYP. <br />FLOOR SYSTEM 1 <br />13� <br />19� <br />1 OF7 1 -I 42" KNEE WALL WITH <br />1x8 CAP & CASING <br />STORAGE g1 ml� B <br />00 <br />UNDER 36" H. CONT. <br />00 <br />STAIRS 7\ GRASPABLE <br />1x TREAD 6� RAILING <br />(TYP.) 5\ <br />1x RISERS 1x8 CAP & <br />4� <br />(•i•�.p) CASING <br />co 3 <br />2x FRAMED 2x FRAMED - j (3) 2x12 <br />WALL <br />WALL STRINGERS <br />1 <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. <br />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 dear 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 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 />SEE PLAN FOR LANDING DEPTH <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 OI <br />LANDING FRAMINC <br />(2) 2x HDR. <br />REQ'D @ ENE <br />LANDING FOF <br />STRINGERS 7 <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. 9'-0" MAX LANDING LENGTH <br />u <br />IN <br />T <br />�K, <br />14 11;- E <br />CONT. HANDRAIL <br />RETURN TO_ <br />B <br />WALL DETAIL SCALE: NTS <br />5'-4" dp T-5" 1 <br />D2 <br />6 O H 1 TYP. a <br />D2 25 SH CONERS <br />2X6 WALL <br />`' <br />OWNER <br />10 <br />SUITE <br />8'-0" FLAT CLG. <br />ih <br />CARPET <br />- - - G.T. LO <br />- <br />3 <br />D2 <br />SIM. w/ (1) <br />MSTAM36 <br />FLAT STRAP <br />N <br />2668 <br />(V <br />CHASE <br />M <br />44 <br />F, <br />CV <br />BEDROOM 3 <br />AV- <br />8'-0" FLAT CLG. <br />CARPET <br />m �U) <br />°D <br />(0I tY <br />b <br />rn <br />-O" <br />3'Q <br />H3 (n <br />G.T. <br />�C <br />O <br />_ <br />N W <br />('}2'-4" <br />10'-4" <br />9 <br />1 2668 <br />D2 <br />ih <br />qIt <br />--- <br />-- <br />00 <br />CD <br />co <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />ccc14 , <br />111 <br />"1 <br />A <br />l cl <br />.1� <br />I of <br />I,n1.114. <br />4n14Al <br />IC14 <br />60" X 36" <br />SHOWER <br />FIBERGLASS <br />' 0. BA- <br />2668 8'-0" FLAT C <br />TILE ;n 2068 <br />'n BF <br />JO '°M <br />o ° 4SH <br />I' r-R&S <br />AlzcE6$- I I <br />-- WIC I <br />2068 V-0" FLAT CLG IU) <br />CARPET Ica <br />o TILE TO 7' <br />A.F.F. <br />AHU /� <br />4SH B" - <br />8'-0" FLA CL <br />2468 TILE <br />BF TB TP <br />3'-0" V-9" <br />st 0 <br />I- <br />LL <br />W. <br />I @J <br />42" HIGH 1/2 0° <br />ILL <br />co WALL W/ 1x c <br />D <br />W <br />CAP in <br />I cn <br />IWI <br />I <br />I 4 O H1 22 I N <br />I D2 D1 <br />I I <br />I 2,1 , ui 8'-0 T-8„ <br />I <br />I 1 4068 BF <br />I <br />BEDROOM 2 <br />I I col <br />aal r 8'-0" FLAT CLG. <br />I I �I - - CARPET G.T_ <br />16r- <br />I I 1 <br />I I 1 <br />I I 22 <br />I I D1 <br />I I 4068 BFoo <br />I I I <br />L- - - - - - ----a <br />I I <br />I <br />1 25 SH <br />I 22 EGRESS <br />4 I <br />I O D2 <br />I D1 H1 I <br />I I <br />I I <br />I <br />I I <br />I I <br />I I <br />I 1 <br />I I <br />I I <br />I I <br />I I <br />L-----------U ---------------------------J <br />11'-0" <br />T-10" <br />3 <br />D2 <br />SIM. w/ (1) <br />MSTAM36 <br />FLAT STRAP <br />J <br />S6 <br />TYP. <br />3 <br />D2 <br />SIM. w/ (1) <br />MSTAM36 <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 />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 />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 />18JX254 <br />S.H. <br />13 <br />20X38J <br />184X37J <br />S.H. <br />14 <br />20 X 50 J <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />18}X62J <br />S.H. <br />16 <br />20 X 72 <br />18 J X 714 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />1 H3 <br />27 1/4 X 38 J <br />26 x 37 <br />S.H. <br />1 H4 <br />27 J X 501 <br />26 x 50 <br />S.H. <br />1145 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />11-16 <br />274X72 <br />26X71112 <br />S.H. <br />22 <br />37 J X 26 <br />36 } X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 i <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 1 <br />36 4 X 50 <br />S.H. <br />25 <br />37 JX 63 <br />36 JX 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 4 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 } X 25 4 <br />S.H. <br />33 <br />54 X 381J <br />52 } X 37 i <br />S.H. <br />34 <br />54 X 501 <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 J <br />S.H. <br />36 <br />54 X 72 <br />52 J 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 />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 9 1/4" <br />LVL 2.0E Fb=2950 <br />LVL 2.0E Fb=2950 <br />H8 <br />(2) - 1 3/4" X 71/4" <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 />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />�D <br />+28.3 / -37.0 <br />O <br />+26.6 / -29.1 <br />0 <br />+26.6 / -33.5 <br />O <br />SEE SN SHEET O 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 - A <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 />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 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 AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />c> 0 <br />e,x. 04 '. <br />cCL mX <br />-0 CD L <br />r C 04 <br />CU O M <br />C Z3 N Y <br />N 'N <br />.-. <br />;O'^5�'' M <br />r <br />N W <br />a N 0) C:C)� <br />- CQ <br />(D 0Q <br />a_= <br />O <br />0 O <br />1v <br />>}(Z �u <br />Cie <br />�+ <br />r of o[N <br />V �O <br />Q- <br />ON <br />., <br />� fa+rrjllltct►�, � <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 Florida Building Code <br />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W E r- <br />[- $ co <br />9 O cn 04 n 4k <br />N o LL <br />v c <br />0 -- Co 3 LL w <br />IL <br />M (3rZ. <br />Mv U. Q. 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