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CONT. HANDRAIL <br />RETURN TO <br />WALL DETAIL <br />A <br />SCALE: NTS <br />(D <br />42" KNEE <br />L01(o <br />WALL WITH 00 <br />I <br />1x8 CAP & <br />(.0 <br />CAS I N G <br />1x8 CAP & <br />CASING <br />_N\1, <br />2 <br />STAIR CALCULATIONS: <br />TOTAL R ISE 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 />36" H. CONT. <br />GRASPABLE <br />RAILING <br />ZX251) <br />If <br />.10 <br />'0111 <br />I <br />10 <br />1 9 <br />1 7 X <br />CnIco <br />11 Z 8 <br />7 <br />6 <br />5 2xFRAMED <br />1;� x 4 WALL <br />V7-- <br />Z 1x RISERS <br />3 <br />(-Fyp.) <br />(3) 2x12 <br />STRINGERS <br />2x4 #2 SYP. P.T. THRUST BLOCK <br />W/(2)- 1/4 x 3 1/2" TAPCONS @ <br />91 <br />16 o.c. AND 3" FROM EA. END. <br />15 <br />14 <br />13 <br />12 <br />12 <br />M=J <br />STORAGE <br />UNDER <br />STAIRS <br />TYP. STAIR <br />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 A35/11LISP <br />MP34 CLIP TO <br />FLOOR SYSTEM 0 <br />LANDING FRAMIN( <br />(2) 2x HDR. <br />REQ'D @ ENI <br />LANDING FOF <br />STRINGERS - <br />CONNECTTC <br />SCALE: 1/2" V-0" <br />16 <br />1xTREAD <br />(TYP.) <br />01IRT <br />2xFRAMED <br />WALL <br />C0 I Itt <br />C:) <br />1 <br />C) <br />PLY SHEATHING OVER <br />LANDING ATTACHED PER <br />GENERAL FLOOR <br />CONSTRUCTION NOTES <br />M #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 />3/4" PLYWOOD <br />DECKING <br />FLOOR 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 />TYP. <br />U.N.O. <br />J <br />04 <br />2 <br />3 <br />D2 <br />Sim. W/ (1 <br />M t1.S1,T A MM 3�4 r61 <br />STRAPS @ <br />BASE <br />140r <br />RFV 10 1 20 CAR <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF#2 <br />8-4- <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 />H <br />SPF#2 <br />> 91 -011 <br />2x6 <br />SYP #2 <br />16" O.C. <br />WHEN THE TOP OF WALL IS GREATER THAN V-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 />T-8" V-91" <br />H1 H1 <br />6101" <br />- 6 <br />1 D92 i I D <br />S6 (:2�)25 <br />TYP. 1 <br />±.1 SH <br />25 IS-LH U.N.O. - I- - <br />*EGRESS *EGRESS-60" X 36" TB; <br />SHOWER <br />0 <br />FIBERGLASS <br />OWNER'S SURROUND <br />TP <br />SUITE - 5' �L 4 <br />9 'n <br />8'-0" FLAT CLG. BATH <br />CARPET 2668 <br />8'- "FLAT CLG. <br />. <br />19 2068 <br />TILE <br />OP G.T. BF <br />E - - - - - <br />15'-8" T-6" <br />W , <br />4-SH <br />I <br />R&S <br />WIC I <br />(4-206 <br />I <br />8'-0" FLAT CL 1. <br />CARPET lu) <br />1 oa <br />0'. <br />�QESS <br />I W. <br />L 91Lx j�tt..! <br />BEDROOM 4 <br />oc <br />0 <br />0 <br />110) <br />8'-0" FLAT CLG. <br />19 <br />CARPET 10 <br />BA 2 <br />8'-0" FLAT CLG. <br />N <br />TB <br />U) <br />1/2 WALL OR <br />U) <br />W <br />RAILING PER SPECS <br />LU <br />TECH CENTER <br />2668 <br />1 V-4" 1. <br />6-11 7'-9" <br />2668 <br />=50 T <br />BF <br />- - - - - - - - - - - 3 LO <br />DN 16F <br />E0, <br />Cal <br />cr <br />TYP Ty <br />4 5 6 7 8 9 10 11 12 13 14 15 16 <br />5068 BF <br />W. I <br />LL - - - - - <br />L: - - - <br />LAUN <br />R&S <br />265T7 <br />8'0" FLAT CLG. I <br />9 <br />[�71 5,_1 1 1. &D <br />I\U\l <br />1AH 6 <br />TILE <br />3 - <br />T-10" -11"11 <br />1. <br />N <br />4068 <br />0.1 <br />N15 <br />BF <br />5--10" <br />00 <br />6-02-1 (0 <br />co <br />C14 <br />9 4, <br />(01 <br />I <br />C� <br />G.T* 068 ;m- <br />11--2" 2' F <br />1 V-6" <br />F- BEDROOM 2 BEDROOM 3 <br />8'-0" FLAT CLG. 8'-0" FLAT CLG. <br />CARPET CARPET <br />*EGRESS <br />*EGRESS <br />2 SH 25 SH <br />3@9 22 <br />D1 D1 <br />JAMB STUD OVEA)l H1 <br />ENTRY TO BE <br />CONNECTED DOWN <br />PER DETAIL 6/D2 L- - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - <br />1 6 -8" <br />1 6'-8" <br />5'- 10" <br />6-10" <br />0 <br />64" <br />18'-8" <br />25-4- <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />- 2X8 #2 SYP W/ 1/2" <br /><1�>(2) <br />FLITCH PLATE <br />I <br />(2) - 2X1 0 #2 SYP W/ 1/2' <br />FLITCH PLATE <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 13/4" X 11 1/4 LVI_ <br />2.OE Fb=2950 <br />(2) - 13/4" X 9 1/4" <br />LVL 2.OE Fb=2950 <br /><e> <br />(2) - 1 3/4" X 16" <br />LVL 2.OE Fb=2950 <br />(2) - 1 3/4" 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 W1 PLAN CORRECT LENGTH OF HEADER REQUIRED <br />SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS <br />TYP. @ <br />CORNERS <br />I\_ <br />3 <br />D2 <br />Sim. W/ (1) <br />MSTAM36 <br />STRAPS @ <br />BASE <br />co <br />-TUB/ SHWR <br />TILE TO 7' <br />A.F.F. <br />C114 <br />)2 <�> <br />-HANSON BOX <br />_J <br />_J <br />@ 36" A. F.F. <br />< <br />X <br />N <br />DRYER VENT <br />-THRU SIDE <br />WALL <br />-WIRE SHELF 7 <br />@ +54" A. F.F. <br />WX <br />TYP. <br />U. N. 0. <br />smww) <br />MSTAM36 <br />STRAPS @ <br />BASE <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />+29.7 -32.2 <br />�0 <br />�D <br />+29.7 / -39.7 <br />+28.3 -30.8 <br />+28.3 / -37.0 <br />+26.6 If -29.1 <br />+26.6 / -33.5 <br />SEE SN SHEET SEE 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 />FFIT DESIGN PRESSURE <br />+29.7 If -39.7 <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />I <br />TYPE <br />12 <br />20 X 26 <br />18JX251 <br />S.H. <br />13 <br />20 X 38 <br />18'X37i <br />2 <br />S.H. <br />14 <br />20 X 50 8 <br />18 1 X 50 <br />2 <br />S.H. <br />15 <br />20 X 63 <br />18 X 62 <br />S.H. <br />16 <br />20 X 72 <br />18JX71 J <br />S.H. <br />11­12 <br />27 1/4 X 26 <br />26 X 251 <br />2 <br />S.H. <br />11-13 <br />27 1/4 X 38 J <br />26 x 37 <br />S.H. <br />1144 <br />27 J X 50 5 <br />8 <br />26 x 50 <br />S.H. <br />1H5 <br />27 4' X 63 <br />26 X 62 1/2 <br />S.H. <br />IH6 <br />271X72 <br />4 <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 />37 J X 38 J <br />36 X 37 3/4 <br />2 <br />S.H. <br />24 <br />37 J X 50 1 <br />36 ' X 50 <br />S.H. <br />25 <br />37 3 X 63 <br />4 <br />36 J X 62 1/2 <br />S.H. <br />26 <br />37JX72 <br />36 1 X 71 1/2 <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 1 X 25' <br />S.H. <br />33 <br />54 X 38 J <br />52 JX 37 J <br />S.H. <br />34 <br />54 X 501 <br />52 1 X 50 <br />2 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 <br />S.H. <br />36 <br />54 X 72 <br />521X71 <br />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 1/2 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 />risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of <br />Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more <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 />soffits protected on the enclosed side with 1/2-inch gypsum board. <br />LLny <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 />1 <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 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 />e 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 />e Structure(s) Supporting Floor/Ceiling Assemblies - Not Less <br />than 1/2" Gyp. Bd. or equivalent. <br />e 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 />reater than 72 inches (1829 mm) above the finished grade or <br />9 <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 />M 1507.2 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 />BEARINGWALL <br />INTERIOR BEARING WALLS NOTED "FLOOR <br />SUPPORTING ONLY AND REQUIRES NO <br />BEARING ONLY" ARE FLOOR SYSTEM <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 <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-1 1/R-1 3 KRAFT FACED <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILINU <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />(GARAGE I LIVING) <br />JR-11/R-13 KRAFTFACED <br />SECOND FLOOR PLAN -A <br />SCALE: X"=V-0" <br />M31 <br />C"%i <br />C= <br />C� <br />_J <br />of �t" �z <br />=D <br />7 -0 <br />% <br />C14 <br />C M <br />- CC - <br />2 <br />C2 <br />= E <br />1, 1 U, If <br />ID A/14. <br />. ..... <br />< <br />c <br />L <br />f It'll <br />To the best of the Engineers knowledge, information and belierf, <br />the structural plans and specificatlons 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 />Engineers signature and seal. <br />(A <br />I <br />W <br />ot <br />E '00 C4 <br />W <br />G <br />J <br />0 <br />CA <br />wD <br />04 <br />N C) a. <br />7 <br />re- - CL <br />U_ <br />a= <br />_10i LL Z <br />0 <br />Z <br />0: <br />M r- <br />r cc <br />-Z �% G IM2 <br />1� 2 <br />W <br />W <br />0, 2 - ;; :e <br />U) T Z <br />co 6 g 0 LU <br />0 <br />a <br />Z <br />< <br />" 6000) <br />00 <br />W <br />- <br />CD cq <br />c-') <br />< <br />- <br />0- <br />0 <br />C� a <br />t-) <br />M <br />_LU <br />0 <br />9 <br />V1 <br />la� CN <br />U) <br />asE <br />8 <br />0 <br />fNf % <br />< 00 <br />0! <br />C.0 <br />1`� <br />0 <br />2 <br />__J <br />U_ <br />,s E <br />. 1. <br />�w <br />12 <br />� I <br />Z6 <br /><� <br />C�_ 0 <br />E u <br />o.1-0 f6 <br />OL <br />E <br />< <br />M 0 <br />00 <br />0 <br />ZCD. <br />CD ro <br />< 1. <br />Z <br />-ga t <br />� Q <br />.0 <br />0 <br />'0 <br />Z <br />8 W <br />Z Z <br />0 <br />W <br />C/3 <br />� Z <br /><� <br />M0 <br />051 <br />. 2r_ <br />I. q <br />Lo <br />0 <br />CY) <br />Co (0 <br />Ir- <br />:3 <br />co <br />< <br />T__ <br />7 ;i <br />CU <br />4-0 <br />LO <br />4_01 <br />CY) <br />0 <br />.0 <br />(0 <br />r%. <br />-0 <br />C14 <br />r� C) <br />L0 <br />00 04 <br />CY) <br />4i <br />41 <br />(0 <br />CY) co <br />0 <br />E <br />M CY) <br />LO <br />Z <br />r_ <br />E <br />E <br />cc <br />a. <br />0 0 <br />0 _J <br />-00 M <br />< 0 1 <br />0 <br />_J <br />JOB <br />NO <br />23-06110 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />1.2 <br />