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3/4" PLYWOOD <br />DECKING—-, <br />FLOOR <br />SYSTEI <br />q1t <br />CONT. HANDRAIL <br />RETURN TO <br />WALL DETAIL <br />SCALE: NTS <br />STAIR CALCULATIONS: <br />TOTAL R ISE = 10'-0 3/411 <br />if <br />(16) RISERS AT 7 -9/16 <br />1011 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 <br />36" H. CONT. <br />14 GRASPABLE <br />RAILING <br />13 11 1 <br />Ce) <br />12 <br />.10 <br />UTREAD 1 0 11 <br />9 1 oo <br />(TYP.) I <br />STORAGE 8 <br />UNDER 7 <br />6 <br />STAIRS <br />2xFRAMED 5" <br />WALL <br />4 <br />1x RISERS <br />(Ty P. 3 <br />2 <br />2x FIRA�MED (3) 2x12 <br />WALL STRINGERS <br />2x4 #2 SYP. P.T. THRUST BLOCK <br />if <br />W/(2)- 1/4 x 3 1/2" TAPCONS @ <br />of <br />16 o.c. AND 3" FROM EA. END.- <br />TYR STAIR SECTION <br />SCALE: 1/2" V-0" <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 0 <br />LANDING FRAMIN( <br />(2) 2x HDR. <br />REQ'D @ ENE <br />LANDING FOF <br />STRINGERS <br />CONNECTTC <br />PLY SHEATHING OVER <br />LANDING ATTACHED PER <br />GENERALFLOOR <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 />1x8 CAP & <br />CASING <br />1x8 CAP & <br />CASING <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 />81-011 <br />2x4 <br />SYP#2 <br />16" O.C. <br />SPF#2 <br />91 -01, <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 />F <br />25'-0" <br />8'-9" T-8" <br />H1 <br />06 <br />H1 <br />0/16 <br />TYP.@ <br />2 <br />ED2 <br />CORNERS <br />11 <br />3H <br />TYP. 25 ISH <br />U.N.O. <br />TB 60"X 3F <br />36" <br />EGRESS* <br />EGRESS* <br />SHOWER <br />ER <br />C <br />0 <br />10��, <br />FIBERGLASS <br />JU SS <br />ND <br />SURROUND <br />OWNER'S <br />TP <br />�PC <br />:C <br />4?_91 <br />LT - T-o" <br />- <br />SUITE <br />CV) <br />- <br />kT <br />OL. BAT <br />9 <br />Z10 <br />8'-0" FLAT CLG. <br />2766 <br />Z668 <br />CARPET <br />i 2068 <br />2W <br />T G. <br />8'-0" FLAT, <br />BF <br />BF <br />U) TILE <br />G.T. 00 <br />_" <br />T-15" <br />3' _6 <br />//`h-10- <br />- - <br />- - - - <br />16-8" <br />4-SH <br />4_SH <br />r�MWWAA <br />A <br />SWO <br />Sim. W/ (1) <br />MSTAM36 <br />STRAPS @ <br />BASE <br />TUB/ SHWR <br />TILE TO 7' <br />A. F. F. <br />C14 <br />H1 <br />>1 kD)2 <br />DRYER VENT <br />THRU SIDE WALL- <br />_J <br />HANSON BOX <br />@ 36" A. F.F.- <br />WIRE SHELF <br />@ +54" A.F.F.- <br />f J <br />W <br />TYP. <br />U.N.O. <br />- <br />3"\ <br />Sim. W/ (1) <br />MSTAM36 <br />STRAPS @ <br />BASE <br />R&S 4\ <br />- - - - - --- - - - - <br />I -Vvu-" <br />81' 0" FLAT CL 2068 <br />(n I CARPET-0 <br />rATTZ, _ 4H 10H <br />AC <br />CESS.1 <br />Lo j <br />11 <br />LL------- <br />T_ R&S <br />9 <br />73 -7 <br />A-2 <br />00 <br />8'-O"-FLAT CLG. cD <br />C14 <br />TB co <br />TECH CENTER <br />I I - <br />5068 BF <br />I <br />I D <br />I LAUN <br />8'-0" FLAT CL( <br />TILE <br />T-111 T-1( <br />91 <br />BEDROOM 3 <br />8'-0" FLAT CLG. <br />CARPET <br />6R <br />0 <br />BEDROOM 4 <br />8'-0" FLAT CLG. <br />CARPET <br />/2 WALL OR <br />RAILING PER SPECS <br />-1/2 <br />RA <br />2668 <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br /><�> <br />(2) - 2X6 #2 SYP W/ 1/2' <br />FLITCH PLATE <br />- 2X8 #2 SYP W/ 1/2" <br /><�>(2) <br />FLITCH PLATE <br />I <br />(2) - 2X1 0 #2 SYP W/ 1/2- <br />FLITCH PLATE <br /><�> <br />(2) - 2X1 2 #2 SYP W/ 1/2" <br />FLITCH PLATE <br /><1�>. <br />(2) - 13/4' X 11 1/4 LVL <br />2.OE Fb=2950 <br />(2) - 13/4" X 9 1/4" <br />LVL 2.OE Fb=2950 <br />(2) - 13/4' X 16" <br />LVL 2.OE Fb=2950 <br /><e(2) <br />> <br />- 13/4" X 7 1/4" <br />LVL 2.OE 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 />12 111111MI <br />W 0 1 V-1 <br />Sim. W/ (1) <br />MSTAM36 <br />STRAPS @ <br />BASE <br />1 <br />TYP. <br />U. N. 0. <br />U) <br />W =: <br />cr Cn <br />0 LO <br />LU C14 <br />kD)2 <br />2668 <br />BF <br />< <br />Bun <br />I v'ml I <br />E I <br />I JF1 <br />50681 1 -G.T. - r�i. - - <br />4 13F L 1 V-2" <br />- 21 <br />I- I U) <br />Ioa <br />cr BEDROOM 2 <br />8'-0" FLAT CLG. <br />CARPET <br />E-=% <br />I <br />EGRESS*I 1 11 E I EGRESS* <br />- I <br />25 SH <br />25 <br />22 39 (C <br />(12) % I q)o <br />D1 D1 <br />i I <br />JAMB STUD OVER <br />ENTRY TO BE <br />CONNECTED DOWN <br />L J PER DETAIL S/D2 <br />6-10" 6-10" 6 -8" 1. 6-8" <br />C14 <br />Sim. W/ (1) <br />MSTAM36 <br />STRAPS @ <br />BASE <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />+29.7 / -32.2 <br />+29.7 /-39.7 <br />+28.3 / -30.8 <br />+28.3 / -37.0 <br />+26.6 / -29.1 <br />+26.6 / -33.5 <br />�� <br />SEE SN SHEET H N SHEET <br />MW140 <br />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 />I <br />1 +29.7 / -39.7 <br />- I <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20 X 26 <br />18JX251 <br />S.H. <br />13 <br />20 X 38 3 <br />8 <br />181X37i <br />2 <br />S.H. <br />14 <br />20 X 501 <br />18 JX 50 <br />S.H. <br />15 <br />20 X 63 <br />18 1 X621 <br />2 <br />S.H. <br />16 <br />20 X 72 <br />18JX71 <br />S.H. <br />1H2 <br />27 1/4 X 26 <br />26 X 25 21 <br />S.H. <br />1H3 <br />27 1/4 X 38 J <br />26 x 37 <br />S.H. <br />1H4 <br />27 1 X 50 5 <br />8 <br />26 x 50 <br />S.H. <br />1H5 <br />271 X 63 <br />26 X 62 1/2 <br />S.H. <br />1H6 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37JX26 <br />36 � X 25 1/2 <br />S.H. <br />23 <br />37JX38i <br />36 1 X 37 3/4 <br />2 <br />S.H. <br />24 <br />37JX501 <br />36 'X 50 <br />2 <br />S.H. <br />25 <br />37 34 X 63 <br />36 1 X62 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 />7312WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 <br />S.H. <br />33 <br />54 X 38 J <br />52 � X 37 J <br />S.H. <br />34 <br />54 X501 <br />52 1 X 50 <br />2 <br />S.H. <br />35 <br />54 X 63 <br />52JX621 <br />S.H. <br />36 <br />54 X 72 <br />52'X 711 <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />i <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 />Windom: <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 Y2 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 />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 verticalty 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 />I any soffits protected on the enclosed side with 1/2-inch gypsum board. <br />SECOND FLOOR PLAN <br />SCALE: X"=V-0" <br />R302.5 Dwelling/Garage OpeninglPenetration 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 R302.1 1, Item 4. <br />R302.6 DwellinglGarage 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 />e From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or <br />equivalent applied to garage side. <br />9 From Habitable Rooms Above Garage - Not Less than 5/8" <br />Type-X Gyp. Bd. or equivalent. <br />e Structure(s) Supporting Floor/Ceiling Assemblies - Not Less <br />than 1/2" Gyp. Bd. or equivalent. <br />o 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 />WALLLEGEND <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 <br />1036 S.F. <br />TOTAL LIVING <br />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-1 1/R-1 3 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACEr" <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/13-13 KRAFTFACED <br />(GARAGE I LIVING) <br />:I- :b. LU <br />C3 <br />-C L_ = <br />ME CL - C= <br />= L�l C= <br />E cc W <br />11 <br />La- >< <br />c- <br />Cc <br />C= <br />C-4 Cc <br />e W = <br />CL= W <br />cc W CU <br />.!= <br />CA CL <br />C�3 <br />C14 <br />CD <br />!E�4_ <br />N <br />% L <br />. <br />No <br />7- <br />... <br />Z <br />To the best of the Engineers knowledge, information and Wief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. 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