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r� <br />T <br />CONT. HANDRAIL <br />RETURN TO <br />WALL DETAIL <br />A SCALE: NTS <br />42" KNEE U-)I(D <br />WALL WITH <br />1 x8 CAP & <br />CASING <br />A =-- <br />1 x8 CAP & <br />CASING <br />i <br />2 <br />1 <br />STAIR CALCULATIONS: <br />TOTAL R I S E = 10'-0 3/411 <br />(16) RISERS AT 7 -9/16" <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 />� 16 Mld' <br />,� r <br />36" H. CONT. 15 T <br />GRASPABLE _ �,''14 <br />RAILING <br />13 <br />f <br />12 <br />i <br />10" 1, <br />i <br />40 <br />i <br />10 <br />9 1x TREAD <br />Cl ice' (TYP.) <br />- <br />Ir , 8 STORAGE 00 <br />7 UNDER 60 <br />6 STAIRS <br />S <br />2x FRAMED <br />4 WALL <br />3 1x RISERS <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 />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) 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 @ EN[ <br />LANDING FOf <br />STRINGERS - <br />CONNECT TC <br />SCALE: 1/2" = 1'-0" <br />0 <br />MO <br />I <br />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 />3/4" PLYWOOD <br />DECKING <br />LOOR SYSTEM <br />2x4 #2 SPF STUDS @ 16" <br />O.C. TYP. @ 2nd FLOOR <br />EXTERIOR WALLS -� <br />3 <br />D2 <br />SIM. W/ (1) <br />MSTAM36 <br />STRAPS @ <br />BASE <br />J <br />86 <br />TYP. <br />U.N.O. <br />3 <br />D2 <br />SIM. W/ (1) <br />MSTAM36 <br />STRAPS @ <br />BASE <br />2 <br />W <br />140C <br />RFV 10.120 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 T-O', 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 15132" EXPOSURE 1 OR EQUIVALENT. <br />REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS'* <br />3-8" 8'-9" <br />I I <br />H1 <br />I I <br />I H1 <br />6 <br />D2 S6 <br />(1)J <br />61 I <br />QK) D I <br />TYP. <br />25 SH 1 I <br />25 SH U.N.O. <br />*EGRESS <br />*EGRES 60" X 36" TB <br />SHOWER fo <br />o ih <br />FIBERGLASS; <br />OWNER'S <br />SUR <br />SURROUND --- <br />TP <br />SUITE <br />6-0" ' 4'$" <br />o <br />FLAT <br />8'-OCA <br />$T - <br />PETLG. <br />266$ <br />-- 8'- " FLAT, CLG. _ <br />m 206s <br />G.T.TILE <br />� BF <br />- _� - - <br />15'-8" <br />- - <br />5'-1 <br />4-SH <br />-- 8'-0" FLAT CL . <br />(4„ 206,.-CARPET I u) <br />1.�'�'�►' ACQESS d, oCaC <br />_- - - - - - - - ------I <br />R&S <br />T <br />. <br />9 p� 9 o <br />BEDROOM <br />8'-0" FLAT CLG. <br />4 <br />� <br />CARPET <br />LO <br />0 <br />SA <br />T-6' 8' 0" FLAT G. <br />T <br />N ;TB <br />1/2 WALL OR <br />w <br />RAILING PER SPECS <br />0: <br />w <br />TECH CENTER <br />11 '4' 2668 1. 5'-111, 6 T-9" <br />2668 <br />- <br />BF <br />__________ <br />----------� <br />in <br />j <br />74 <br />I DN 16 <br />�I d <br />5 6 7 8 <br />9 10 11 12 3 14 5„ 16 <br />5068 BF. I <br />W. <br />L----- <br />-- <br />-__-_-----__-___D <br />LAUN- <br />R&S <br />2652 0 <br />8'-0" FLAT CLG. I <br />to <br />TILE <br />----- - <br />-- <br />R/A H <br />5'-11" <br />T-10" 6_- T-11" <br />N <br />- D. <br />4068 = <br />c <br />BF <br />5'-10" <br />T-0�" <br />s 300 <br />CID <br />61co <br />N <br />-- <br />9� rat n <br />1 <br />I <br />I <br />I iv <br />G.T. <br />- - <br />I 5068 <br />11'41 <br />24' 1111-6" <br />I � <br />LO <br />BEDROOM <br />2 �; BEDROOM 3 <br />8'-0"FLAT CLG. <br />( 8'-0' FLAT CLG. <br />CARPET <br />I CARPET <br />*EGRESS <br />I *EGRESS <br />2 SH <br />H 1 g © <br />O <br />25 SH I <br />I <br />39 22 D2 © I <br />JAMB STUD OVER D2 <br />D1 I <br />D1 H1 <br />I <br />ENTRY TO BE I <br />I <br />CONNECTED DOWN <br />PER DETAIL 6/D2 <br />6'-8"L <br />6-8" <br />5'-10" <br />5-10" <br />64" <br />18'-8" <br />7. <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 />4� <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 91 /4" <br />LVL 2.0E Fb=2950 <br /><e> <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 />19 <br />O <br />3 <br />D2 <br />SIM. W/ (1) <br />MSTAM36 <br />STRAPS @ <br />BASE <br />-TUB/ SHWR <br />TILE TO 7' <br />A.F.F. <br />N kH1 <br />-HANSON BOX <br />@ 36" A.F.F. <br />J <br />Q <br />m <br />N <br />-DRYER VENT <br />THRU SIDE <br />WALL <br />-WIRE SHELF r <br />@ +54" A.F.F. a, <br />TYP. <br />U.N.O. <br />3 <br />D2 <br />SIM. W/ (1) <br />MSTAM36 <br />STRAPS @ <br />BASE <br />v <br />00 <br />N <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 />O <br />+28.3 / -37.0 <br />DE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEETSEE SN SHEET <br />140MPH <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 />18 2 X 25 2 <br />S.H. <br />13 <br />20X383 <br />181X37 <br />S.H. <br />14 <br />20 X 50 1 <br />18 2 X 50 <br />S.H. <br />15 <br />20X63 <br />182X622 <br />S.H. <br />16 <br />20X72 <br />182X712 <br />S.H. <br />1H2 <br />271/4X26 <br />26X252 <br />S.H. <br />1 H3 <br />27 1/4 X 38 a <br />26 x 37 <br />S.H. <br />1 H4 <br />27 J X 50 a <br />26 x 50 <br />S.H. <br />iH5 <br />271X63 <br />26X62112 <br />S.H. <br />1H6 <br />271 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 Ja X 26 <br />36 2 X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 g <br />36 2 X 37 3/4 <br />S.H. <br />24 <br />373X508 <br />362X50 <br />S.H. <br />25 <br />37 a X 63 <br />36 2 X 62 1/2 <br />S.H_ <br />26 <br />37 J X 72 <br />36 2 X 71 112 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 2 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 X 25 <br />S.H. <br />33 <br />54X38 <br />522X37J <br />S.H. <br />54 X 501 <br />52 2 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 2 X 62 2 <br />S.H. <br />36 <br />54 X 72 <br />52 2 X 71 2 <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 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 />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. I <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 />SECOND LIVING <br />728 S.F. <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 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 -A <br />SCALE: X"=V-0" <br />e+� <br />0 C <br />N o <br />_I =V_ o <br />Z � <br />y M O <br />y -o o <br />Q N <br />Y <br />3 a+ <br />03 CL <br />b <br />�_ Q <br />3 3 cc <br />=,°'mod <br />N � � <br />a <br />�O o <br />a � <br />til1tr'up, <br />Q W N <br />a <br />•SE• <br />r v C-0 <br />ui <br />Z <br />`OP <br />0 <br />" •' Ln <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />FW- E 8 C4 <br />Q p N 8 4 6 1W <br />V N O Cl ; 9k <br />LLo'_°° <br />0 LL <br />� u1 � � � U. <br />LU <br />�MV� LL <br />t» O_ a <br />a QLLu- a U <br />Z <br />Z - 6rn D <br />= <e p <br />.- p <br />W3'icN� m <br />W �2 �� Z <br />Z N rh Z O F <br />LLW <br />�' O U ❑0❑ <br />Z <br />W <br />Z N M <br />z <br />J <br />N <br />M <br />to z 8 <br />o <br />a-1 0- <br />LU <br />.e <br />U <br />O w s <br />to Of Y <br />�r <br />CD <br />U <br />u <br />_�$ <br />U i; � <br />< 8 <br />a � m <br />• <br />o <br />w <br />co <br />o. <br />Z <br />� E <br />w. <br />w O <br />Z� <br />Q N <br />Q <br />� o <br />U <br />wLL <br />� <br />Z® <br />o a <br />FT r6 <br />$ � <br />� o <br />°oZ <br />Z <br />o <br />&� p <br />a <br />< <br />0 <br />¢Z <br />- <br />I �- <br /><Q <br />w <br />cn <br />C <br />z <br />w� <br />mO <br />10 <br />2z <br />Z <br />a) <br />m J <br />5 <br />F b <br />aw <br />1 Z <br />8 <br />N <br />a <br />3° <br />a <br />W <br />W <br />mo <br />�Z <br />w <br />�1 <br />a <br />zla <br />OV 30 <br />CD <br />> Lo <br />0 <br />M <br />0 <br />N <br />Co Ln <br />N <br />= T <br />0.".. <br />ca <br />T. <br />0 <br />A <br />= <br />L0 <br />Q _ <br />CIO <br />� � N <br />C) <br />0) <br />CO <br />� <br />o <br />Q <br />Llt� <br />r <br />N <br />N <br />r <br />ci <br />T <br />tM t` <br />o <br />E <br />N y `n <br />Z <br />E N Iu iu <br />m <br />v <br />c <br />JOB <br />NO: 23-06124 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.2 <br />