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STAIR CALCULATIONS: <br />TOTAL RISE = 10'-0 3/4" B (16) RISERS AT 7 -9/16" <br />10" TREADS w/ 3/4" NOSING <br />USP MP3 CLIP EA. <br />STRINGER TO BEAM/ <br />FLOOR SYSTEM TYP. <br />i 6 M�< <br />5 <br />�4 <br />s <br />�? -i 3 <br />12 <br />42" KNEE WALL WITH 0" 1 <br />1x8 CAP & CASING I -10 <br />36" H. CONT. 9 <br />GRASPABLE B i8 UNDERGE co 0 <br />RAILING r �7 STAIRS 00 <br />ix TREAD <br />1x8 CAP & i5 (TYP.) <br />CASING 1x RISERS <br />i4 (TYP.) <br />(3) 2x12 <br />3 <br />STRINGERS---,,.2 N 2x FRAMED 2x FRAMED <br />WALL WALL <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 />INV- <br />.-IN <br />T <br />CONT, HANDRAIL <br />42" KNEE WALL RETURN TO <br />WITH 1x8 CAP <br />& CASING WALL DETAIL <br />3/4" PLYWOOD('RDECKING + - . " - . " <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 '�2 inch. A nosing projection not less than 3/4 inch and not more than 1114 <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 />Handralls: <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 LANDING <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 FRAMIN( <br />(2) 2x HDR. <br />REQ'D @ ENE <br />LANDING FOf <br />STRINGERS - <br />CONNECT TC <br />FLOOR SYSTEM <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 />7E <br />tR <br />9'-0" MAX LANDING LENGTH <br />1 <br />TYP. @ <br />CONERS <br />6 H1 B 6 <br />2O D2 D2 <br />EGRESS <br />TB 60" X 36" I NE <br />SHOWER CMP 16'4" <br />FIBERGLASS <br />H1 z P SURROUND <br />M 3-4'T 5-5 OWNERS 4 <br />- -- <br />BATH SUITE <br />6 = " FLAT CLG. _ 2668 <br />TILE 8'-0" FLAT CLG. <br />D2 2068 CARPET <br />, - -- -- <br />- G.T. - - - <br />CS 30 <br />o 0 <br />D2 4SH D2 <br />SIM. w! (1) R&S I'--- - _l SIM. w/ (1) <br />MSTAM36 t"------ <br />FLAT STRAP I IAl Ilu ." MSTAM36 <br />FLAT STRAP 200 <br />W I C <br />N <br />S6 0 1 8'-0" FLAT CLG. 2068 <br />TYP o:l CARPET 2668 <br />� � s <br />TILE TO TJJB <br />CHASE N <br />A.F.F. <br />H1 M UHA I BEDROOM 3 <br />O4SH 1 8'-0" FLAT CLG. <br />CID <br />6 '-0" T OF U) m CARPET <br />TILE2468 IrI <br />D2 TP gF ron <br />3-93'-0" 3'-3 5 - <br />Cn <br />26- I fn <br />D2 as j - `,� - - G.T. - H3 <br />6 <br />SIM. w/ (1) 8 <br />O rn B <br />MSTAM36 uJN <br />FLAT STRAP � 6'-7" L 2'4" 10'-4" e <br />, s <br />DRYER VENT j -2 2668(9I M D2 <br />THRU ROOF. LL u_ <br />JNSI D. 00 Oo 42"HIGH 1!2 <br />HAON BOX I I I I I I 1 I I I I 1 I I I 4 <br />@ to W/ 1x <br />36�� A.F.F. w u) CAP 1 <t <br />iY W. I I I I I 1 1 <br />DNI I I I I I I I- I I I I 1 I o0 <br />LAU N I 116 1 114113 112 1 11110 9 18 1 16 15 14 13 12 !1 N <br />8'-0" FLAT CLG. <br />TILE � > < 22 H1 2O D2 I <br />N I <br />fn I D 1 B I <br />3'-8„ V-0" rn 1 „ I <br />Of of <br />I <br />4068 BF I I <br />BEDROOM 2 <br />8'-0" FLAT CLG. Ica <br />CARPET I°C I I <br />I I I <br />I <br />1 22 I I <br />D1 I I <br />60 4068 BF I I <br />I I <br />I <br />25 SH 1 <br />D2 B RESS 22 <br />I H1 D1 I <br />I j <br />I 1 <br />I I <br />I 1 <br />I I <br />I I <br />I I <br />I I <br />I 1 <br />I <br />I <br />L------- -------------------- L ----------� <br />14 <br />8' <br />00 <br />tV <br />RFV in 1 9n C.AR <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 @ 1T 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 />20 X 381 <br />181 X 371 <br />S.H. <br />14 <br />20 X 50 J <br />18 J X 50 <br />S. H. <br />15 <br />20 X 63 <br />18 } X 62 J <br />S.H. <br />16 <br />20 X 72 <br />18 } X 714 <br />S. H. <br />11-12 <br />271/4X26 <br />26X25} <br />S.H. <br />1 H3 <br />27 1/4 X 38 <br />26 x 37 1 <br />S.H. <br />1 H4 <br />27 J X 501 <br />26 x 50 <br />S. H. <br />1H5 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />11-16 <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 381i <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 J X 63 <br />36 4 X 62 1/2 <br />S. H. <br />26 <br />37 J X 72 <br />36 J 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 381 <br />52 J X 371 <br />S.H. <br />34 <br />54 X 501 <br />524 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />524 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 />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 /><e>(2) <br />- 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 />+29.7 / -32.2 <br />Q <br />+29.7 / -39.7 <br />�C <br />+28.3 / -30.8 <br />0 <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />SEE SN SHEET O SEE SN SHEET <br />140 MPH Awiiw <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"=1'-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. 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 />n <br />f above fir. r FBCR G2408.2. Except where <br />installed a min. 0 18 abo per p <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 <br />TABULATION <br />1ST FLOOR LIVING AREA 721 S.F. <br />2ND FLOOR LIVING AREA 807 S.F. <br />TOTAL <br />1528 S.F. <br />GARAGE <br />397 S.F. <br />LANAI <br />60 S.F. <br />ENTRY <br />30 S.F. <br />TOTAL SQ. FT. <br />2015 S.F. <br />INSULATION REQ. <br />EXT CONIC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />c� <br />!V <br />c <br />CV <br />*ct <br />CV <br />W <br />CL <br />ca <br />00, C V N <br />o m x <br />C LJ- d <br />H co o <br />3 c' 4 <br />of C w. C <br />a E r. <br />u = a <br />� � m <br />� ; L <br />u os <br />m � c <br />a E <br />m <br />a C.� <br />N <br />N <br />co <br />CV <br />ri�9.Iyr,•y10�''� <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 />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 />W <br />$�� `�, co <br />(Ai aj tN+7 a � LL <br />JwtL a <br />Z o a Sc <br />0 <br />OL cc elm <br />W��rnrn <br />J <br />CO r 0 <br />Z N d <br />W bCl)N <br />� <br />Zo <br />ci <br />W pp <br />0 <br />Z <br />17 <br />C1 <br />Ofla� <br />N w <br />U � <br />OLU <br />t!1 <br />c <br />5 <br />w W <br />m <br />C) <br />C__m <br />- <br />0 <br />I <br />N � <br />s� <br />o <br />3 <br />M <br />Z <br />LA_ <br />E <br />Z. <br />aE <br />9 <br />-_• <br />o� <br />E <br />�z <br />;Z <br />Z <br />dz <br />W <br />z <br />J <br />C <br />C <br />U <br />pp <br />2U <br />m E <br />g0 <br />Z <br />C <br />yo <br />>z <br />" <br />W <br />m <br />a <br />=s <br />W <br />C7 <br />NJ <br />v <br />zIa <br />o y <br />c0 <br />0 <br />= <br />�O <br />J <br />L6 <br />O <br />�o <br />0 <br />L <br />N <br />�- <br />N <br />U ) <br />Q <br />�' 0 <br />N <br />IlI1 <br />. <br />U o <br />m <br />N <br />LO <br />•i--+ <br />LL <br />Ln <br />M <br />O <br />m o <br />T <br />Q 00 <br />T <br />tD N <br />� � <br />o <br />Z <br />� E rn <br />N <br />t6 <br />a <br />U _ ¢ 0 <br />� <br />JOB <br />NO: 23-04655 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.2 <br />