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O <br />r <br />0 <br />3/4" PLYWOOD <br />DECKING <br />FLOOR <br />SYSTEM <br />m <br />•-IN <br />r <br />SIN <br />r <br />CONT. HANDRAIL <br />RETURN TO <br />AWALL DETAIL <br />� i SCALE: NTS <br />STAIR CALCULATIONS: <br />TOTAL RISE = 10'-0 3/4" <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 <br />15 36" H. CONT. 117571 <br />14\GRASPABLE I <br />13 `� RAILING <br />co I <br />12 � -- I <br />� I <br />it <br />I <br />\\ I <br />10\� <br />1 x TREAD I = <br />I LOIC0 <br />(TYP.) 9 1 oo <br />STORAGE 8 I <br />UNDER 7 <br />STAIRS 6 \ <br />2x FRAMED 5�`� <br />WALL <br />4 <br />1x RISERS <br />(TYP.) 3 <br />2 <br />2x FRAM(3) 2x12 <br />WALL ED 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 />TYP. STAIR SECTION <br />SCALE: 1/2" = V-0" <br />SEE PLAN FOR LANDING DEPTH L <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 FRAMIN( <br />(2) 2x HDR. <br />REQ'D @ EN[ <br />LANDING FOI <br />STRINGERS <br />CONNECT TC <br />1 <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 />1 <br />TYP. @ �D2 <br />CORNERS <br />42" KNEE I I D2 <br />WALL WITH SIM. W/ (1) <br />MSTAM36 <br />1 x8 CAP & STRAPS @ <br />CASING M BASE <br />1 x8 CAP & <br />CASING <br />i" <br />N <br />TUB/ SHWR <br />TILE TO 7' <br />A.F.F. <br />H1 j <br />N <br />O <br />DRYER VENT <br />THRU SIDE WALL- <br />) <br />>J <br />lX <br />HANSON BOX N <br />@ 36" A.F.F. <br />r WIRE SHELF <br />@ +54" A.F.F. <br />v <br />OWN <br />TYP. <br />U.N.O. <br />3 <br />D2 <br />SIM. W/ (1) <br />MSTAM36 <br />STRAPS @ <br />BASE <br />TECH CENTER <br />7'-9" <br />j 15068 BF <br />I D.-LAUN <br />I 8�'0" FLAT CL( <br />TILE <br />3'-11 ° �. 3'-1( <br />W <br />.AI <br />00 <br />9'-54" N <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 />>9'-0" <br />2x6 <br />SYP #2 <br />16" O.C. <br />WHEN THE TOP OF WALL IS GREATER THAN 9'4% 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 />1 <br />0ED2 <br />O <br />J <br />TYP. S6 <br />nt n 25 bH <br />OWNER'S <br />SUITE <br />8'-0" FLAT CLG. <br />CARPET <br />15'-8" <br />BEDROOM 4 <br />8'-0" FLAT CLG. <br />,-rn CARPET <br />1/2 WALL OR <br />RAILING PER SPECS <br />5'-11">"�� <br />2668 11'-4" <br />I <br />N I N <br />5068 1 G.T. _ r _ <br />11'-6" - - - BF 2 11'-2" <br />I <br />BEDROOM 3 ;� BEDROOM 2 <br />8'-0" FLAT CLG. I 8'-0" FLAT CLG. <br />CARPET I CARPET <br />EGRESS* <br />EGRESS* <br />I 25 SH 25 <br />I <br />I © <br />I 9 22 39 <br />H1 D1 D1 JAMB STUD OVER <br />I I ENTRY TO BE <br />I I CONNECTED DOWN <br />I I PER DETAIL 6/D2 <br />5-10" 5'-10 6-8" 6-8" <br />18'-8" 64" <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 91/4" <br />LVL 2.0E Fb=2950 <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />e <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 />2x4 #2 SPF STUDS @ 16" <br />O.C. TYP. @ 2nd FLOOR <br />EXTERIOR WALLS <br />011111=1 <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 />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />AO <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 />OE <br />+26.6 / -29.1 <br />(F <br />+26.6 / -33.5 <br />GO <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 />+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 />20X26 <br />18�X254 <br />S.H. <br />13 <br />20X38$ <br />18JX374 <br />S.H. <br />14 <br />20 X 50 5 <br />18 1 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 2' X 62 2 <br />S.H. <br />16 <br />20X72 <br />18JX71 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 251 <br />S.H. <br />1H3 <br />271/4X38$ <br />26x374 <br />S.H. <br />11114 <br />274 X 50 a <br />26 x 50 <br />S.H. <br />1H5 <br />274X63 <br />26X621/2 <br />S.H. <br />11­16 <br />2741X72 <br />26X711/2 <br />S.H. <br />22 <br />374X26 <br />36'X251/2 <br />S.H. <br />23 <br />37 4 X 38 a <br />36 z X 37 3/4 <br />S.H. <br />24 <br />374X50g <br />362X50 <br />S.H. <br />25 <br />37 4 X 63 <br />36 4 X 62 1/2 <br />S.H. <br />26 <br />37 4 X 72 <br />36 4 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 1 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52' X 251 <br />S.H. <br />33 <br />54 X 38 <br />52 1 X 37 4 <br />S.H. <br />54 X 50 $ <br />521 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 � X 62 J <br />S.H. <br />36 <br />54 X 72 <br />52 1 X 71 1 <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 />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 classi 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 fir. 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 />117171,171111 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 1036 S.F. <br />TOTAL LIVING 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-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING RBLOWN- <br />(INSTALLLL EA BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />SECOND FLOOR PLAN -B <br />SCALE: y4"=V-0" <br />012 <br />N <br />0 <br />N <br />� <br />- o <br />C2 <br />a+ -c <br />9 W <br />c (aWC� <br />to .a CV g <br />N O (g <br />CIA Y <br />3: -S W <br />d <br />E <br />to <br />•Z' CD d <br />U <br />d c <br />= E <br />� ca <br />I I I I <br />c� <br />cr <br />0O. <br />- •� 4 C3 <br />� <br />ua <br />r <br />'°•. <br />r'=-�Ofic"SS10 P����� <br />aF, <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />a� <br />v E 9 N <br />M8N-� <br />N O <br />m <br />0 <br />aw <br />� N <br />Q <br />0 <br />co v 3 w a IL <br />& <br />J Z <br />oa, Q o0 <br />Z <br />° <br />W <br />JZ <br />0 � rn ¢ z <br />Z <br />LO <br />IL <br />o w <br />N co O <br />F <br />00 ❑❑❑ <br />Z <br />W <br />M 'r <br />N M <br />o <br />z � N <br />z � � <br />Q� <br />J <br />o_ <br />N <br />N <br />z u- <br />(V <br />� <br />U o <br />� <br />a <br />w m <br />p a <br />U <br />n: <br />11 <br />0 <br />N <br />�N <br />W o <br />o w <br />c� <br />J <br />aimW <br />r- - E <br />mi <br />L N <br />/=� <br />V O= y <br />c <br />O <br />o <br />w <br />M <br />M <br />h < <br />Z <br />4 <br />4 <br />a p <br />V <br />w� <br />wz <br />Zo <br />z® <br />oa <br />f- fu <br />g 0 <br />00 <br />o E <br />°¢ <br />ao <br />gZ <br />aZ <br />Z <br />d <br />¢Q <br />�w <br />o <br />z. <br />m� <br />z, <br />Z <br />R <br />�Z <br />U <br />O W <br />Z O <br />W <br />/> <br />T <br />` <br />�� <br />aZ <br />r <br />m <br />¢ <br />w <br />>° <br />M <br />v <br />d FI- <br />0 <br />�Lo <br />J <br />C <br />d' <br />6 <br />CM <br />Lo <br />T <br />�..� <br />r <br />� Y <br />� <br />r <br />(n a <br />N <br />m <br />= <br />r%% <br />'� <br />N <br />(0 <br />r�- <br />r- o <br />I.i) <br />T- <br />Q <br />d N <br />r <br />6 <br />T <br />M CM <br />o <br />z <br />co <br />z <br />E T- <br />N LO <br />m <br />`m <br />a <br />E <br />0 <br />¢ o <br />30B <br />NO: <br />23-06109 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.2 <br />