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! r -- - -- - L I _ I <br />SIN <br />SIN <br />CONT. HANDRAIL <br />RETURN TO. <br />ADWALL DETAILSCALE: N <br />42" KNEE <br />WALL WITH <br />1 x8 CAP & <br />CASING <br />1 x8 CAP & <br />CASING <br />i <br />/ 2 <br />1 <br />STAIR CALCULATIONS: <br />TOTAL R I S E = 10'-0 3/4" <br />(16) RISERS AT 7 -9/1611 <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. <br />GRASPABLE <br />RAILING <br />co <br />10" <br />10 <br />/ <br />10 <br />i <br />/ <br />/ 9 <br />/ <br />/ 8 <br />/ <br />/ <br />7 <br />/ <br />/ <br />6 <br />I -'/5 2x FRAMED <br />I <br />4 WALL <br />1x RISERS <br />3 <br />(TYP.) <br />(3) 2x12 <br />STRINGERS <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 />0 <br />16 Mld <br />15 r <br />14 <br />/ <br />13 <br />/ <br />/ <br />/ 12 <br />11 <br />1x TREAD `moo <br />STORAGE (TYP.)00 0 <br />UNDER 00 <br />STAIRS <br />2x FRAMED <br />WALL <br />TYP. STAIR SECTION <br />� SEE PLAN FOR LANDING DEPTH <br />MIN. (3) 2x STUDS R <br />@ END OF LANDINC <br />BELOW HDR. BEAM <br />STANDARD (3) 2xT <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 l <br />CONNECT TC <br />SCALE: 1/2" = V-0" <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 />2x4 #2 SPF STUDS @ 16" <br />O.C. TYP. @ 2nd FLOOR <br />3/4" PLYWOOD EXTERIOR WALLS <br />DECKING <br />LOOR SYSTEM <br />3 <br />D2 <br />SIM. W/ (1) <br />MSTAM36 <br />STRAPS @ <br />BASE <br />J <br />S6 <br />TYP. <br />U.N.O. <br />3 <br />D2 <br />SIM. W/ (1) <br />MSTAM36 <br />STRAPS @ <br />BASE <br />140r <br />RFV 1n 1 gn 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 />��, n„ I-----------------� <br />T-8" <br />8'-9" <br />I <br />I <br />I H1 <br />61 I <br />H1 <br />B <br />O <br />J <br />ED2 <br />S6 o <br />° I <br />TYP. <br />25 <br />SH I I <br />25 <br />SH U.N.O. <br />*EGRESS <br />*EGRESS60" <br />x 36" TB <br />SHOWER <br />FIBERGLASS M <br />0 <br />OWNER'S <br />SURROUND <br />TP <br />SUITE <br />- - <br />8'-0" FLAT CLG. o' <br />u <br />-$AT-f lr <br />CARPET <br />8 . <br />26 i <br />FLAT - <br />CLG <br />- - <br />2(M <br />;o <br />G.T. <br />TILE rn <br />BF <br />16-8" <br />4-SH <br />R&S <br />i� - - - - - <br />------� <br />WIC I <br />q <br />a <br />- - <br />C4„206 6AC, <br />8'-0" FLAT CL 1. <br />CARPET I u) <br />05 <br />1.�'ACQESS d, <br />I <br />L 36"-x 2�, ,J <br />I <br />_ <br />------� <br />-------- <br />R&S <br />BEDROOM 4 <br />Odi <br />8'-0" FLAT CLG.- <br />CARPET in <br />- <br />BA 2 <br />v <br />0 <br />3'-6' <br />i - _ 8 -0" FLAT-CtLG- <br />04 TB <br />rn <br />1/2 WALL OR <br />- - <br />RAILING PER SPECS <br />w <br />TECH CENTER <br />'k <br />11'-4" 2668 <br />5'-11" 7'-9" <br />2668 <br />BF <br />rn <br />DN 16 <br />iD <br />CaI <br />L----- <br />TYP Tyr <br />4 5 6 7 8 9 10 11 12 13 14 5 16 <br />-- <br />- <br />5068 BF� 4 W( <br />LAUD <br />R&S <br />0 <br />1 <br />8'-0" FLAT CI;G. I <br />:26527 <br />:F71 '-11" <br />EH <br />TILE <br />3'-10" - T-11" I <br />N <br />D. 1 <br />4068 <br />0 <br />BF <br />5'-10" <br />UI]�`L 00 <br />N <br />9, 51.E <br />I <br />I <br />I fV <br />G.T. 1 5068 <br />_ _ <br />ll'-2" 24 F <br />11'-6" <br />I � <br />BEDROOM 2 �; BEDROOM 3 <br />8'-0" FLAT CLG. I 8-0' FLAT CLG. <br />CARPET I CARPET <br />1 *EGRESS *EGRESS <br />2 SH 25 SH I <br />H1 I <br />©39 22 D <br />R� D1 <br />JAMB STUD OVE <br />I H1 <br />ENTRY TO BE I I <br />CONNECTED DOWN <br />I <br />PER DETAIL L6/D2----------� ------------------------- <br />6-8" <br />1. 6-8" <br />5'-10" <br />5'-10" <br />6'4" <br />18'-8" <br />25-0" <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 />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E 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 />1 TYP. @ <br />D2 CORNERS <br />v <br />= D2 H1 <br />O <br />3 <br />D2 <br />SIM. W/ (1) <br />MSTAM36 <br />STRAPS @ <br />BASE, <br />00 <br />-TUB/ SHWR <br />TILE TO 7' <br />A.F.F. <br />6 H1 <br />D2 <br />O <br />-HANSON BOX <br />@ 36" A.F.F. <br />J <br />a <br />N <br />-DRYER VENT <br />THRU SIDE <br />WALL <br />-WIRE SHELF <br />@ +54" A.F.F. r <br />J <br />S6 <br />TYP. <br />U.N.O. <br />3 <br />D2 <br />SIM. W/ (1) <br />MSTAM36 <br />STRAPS @ <br />BASE <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />OA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />EC� <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />GG <br />SEE SN SHEET OH 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 />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20 X 26 <br />181 X 25 <br />S.H. <br />13 <br />20X388 <br />182'X37 <br />S.H. <br />14 <br />20 X 50 a <br />18 ' X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 2' X 621 <br />S.H. <br />16 <br />20X72 <br />18IX71� <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 251 <br />S.H. <br />1H3 <br />27 1/4 X 38 <br />26 x 37 <br />S.H. <br />1 H4 <br />27 1 X 50 a <br />26 x 50 <br />S.H. <br />1 H5 <br />27 d X 63 <br />26 X 62 112 <br />S.H. <br />1H6 <br />27 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 X 26 <br />36 2 X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 <br />36 z X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 <br />362' X 50 <br />S.H. <br />25 <br />37 a X 63 <br />36 1 X 62 1/2 <br />S.H. <br />26 <br />37 1 X 72 <br />36 J X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />731 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 2'X 25' <br />S.H. <br />33 <br />54 X 38 <br />52 J X 37 J <br />S.H. <br />34 <br />54 X 50 <br />52 � 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 2'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 />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 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 />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 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 />FIRST LIVING <br />728 S.F. <br />SECOND LIVING <br />1036 S.F. <br />TOTAL LIVING <br />1764 S.F. <br />LANAI <br />60 S.F. <br />GARAGE <br />379 S.F. <br />ENTRY <br />62 S.F. <br />TOTAL SQ. FT. <br />2265 S.F. <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC 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 />SECOND FLOOR PLAN-B. <br />C%J <br />cw <br />N o <br />CVV ,_ ' <br />d <br />® > W <br />o� <br />Cal ci na o <br />LU <br />U- m <br />o x <br />N N <br />Q CV <br />3 •= o �' <br />�M 0) <br />cu <br />s U = Q <br />3 <br />iv d d ra <br />Cn d -� <br />� E <br />�O o <br />� U <br />w <br />,�;illtistllllff// //to <br />/ <br />,.y <br />Q-. ,•'` �•��. � •per <br />a <br />!7 <br />kk <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 E <br />$ <br />Ia <br />V N � <br />0 N r <br />� � <br />�'too P4.� <br />N�1 <br />.. •. cc,4) 2s2s LL <br />Q C J + <br />LtJ <br />5 <br />JLL� 55 0 <br />Z -vim a �c <br />0 He 0 <br />Wv,g4jOi m <br />J <br />Q <br />LLZ co M <br />ZNZ O <br />UU <br />< <br />- . 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