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SIN <br />T <br />r� <br />r <br />CONT. HANDRAIL <br />RETURN TO <br />WALL DETAIL <br />AJ 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 />0 <br />3/4" PLYWOOD <br />DECKING--, <br />M 16 \ <br />15 \ <br />T \ <br />FLOOR 14 <br />SYSTEM 13 \ \ <br />12 \ <br />11 \\ <br />1\; 0 <br />1 x TREAD <br />o (TYP.) <br />oI STORAGE <br />80 UNDER <br />STAIRS <br />2x FRAMED <br />WALL------' <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 />2x FRAMED <br />=10 42" KNEE <br />oo WALL WITH <br />1 x8 CAP & <br />_ CASING <br />WALL ' <br />\ I <br />4 <br />1x RISERS s <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 />TYP. STAIR SECTION <br />SCALE: 1/2" = V-0" <br />I SEE PLAN FOR LANDING DEPTH i <br />MIN. (3) 2x STUI <br />@ END OF LAN <br />BELOW HDR. B <br />STANDARD (3; <br />STRINGERS w <br />SIMPSON A35j <br />MP34 CLIP TO <br />FLOOR SYSTE <br />LANDING FRA. <br />(2) 2x HD <br />REQ'D @ <br />LANDING <br />STRINGE <br />CONNEC <br />1 x8 CAP & <br />CASING <br />2 <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. <br />9'-0" MAX LANDING LENGTH <br />0 <br />1 <br />TYP. @ D2 <br />CORNERS <br />H1 �2 =� <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 />H 1 6 (A) <br />N'i <br />D2 <br />DRYER VENT <br />THRU SIDE WALL- <br />) <br />Q <br />X <br />HANSON BOX N <br />@ 36" A.F.F. <br />rl WIRE SHELF <br />of @ +54" A.F.F.-/ <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 />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 />(*)>9'-0" <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 />-----------------7 , <br />I 1 <br />I I <br />8'-9" T-8" <br />I I <br />I <br />I <br />j H1N21 <br />H1 <br />6ATYPD2H <br />U.N.O. 25 H <br />60" X 36" GRESS* EGRESS* <br />SHOWER <br />t-TB <br />FIBERGLASS <br />SURROUND <br />OWNER'S <br />TP <br />4'-0" - S'-0"- = <br />0 <br />SUITE <br />- - BAT � <br />Q.- - <br />8'-0" FLAT CLG. <br />266 8 <br />CARPET <br />2068 8 0 FLAT <br />g� TILE <br />G.T. °P <br />- <br />T-6„ _ 10" 33 <br />- - - - <br />15'-8" <br />4-SH <br />WIC <br />I <br />81 0" FLAT CLG. - 2068411 <br />cA I CARPET o�� .� <br />Ca 1 <br />in IACCESS�J <br />L------------- - <br />R&S _ <br />- - <br />M- <br />3'-3" <br />F <br />BEDROOM 4 <br />_ _ <br />8'-0" FLAT CLG. <br />' <br />io <br />2-- <br />CARPET <br />A 0 <br />8'•a" FLAT CLG. - <br />_ <br />-s" o <br />TB. <br />-- _ -- <br />1/2 WALL OR <br />U) <br />RAILING PER SPECS <br />CD <br />w <br />TECH CENTER <br />w <br />7-9" 6 5'-11" <br />2668 11141 <br />•k <br />2668 <br />BF <br />________ <br />---------- <br />N. 6R <br />I <br />I <br />j <br />1 <br />I <br />I <br />10" 10" <br />5068 BF <br />° <br />1 1 14 <br />1 <br />12 <br />11 <br />10 9 8 7 6 <br />5 4 <br />Ica <br />' FAUN <br />-----� <br />-- <br />CLG. <br />TILE 9 <br />3'-11' - 3'-10" <br />5'-11" <br />2652 <br />- 71 <br />- <br />cv <br />R&S <br />------ <br />W. <br />4068 <br />00 <br />BF <br />5'-10" <br />9'-51' <br />m <br />N <br />iv <br />I <br />I <br />I <br />5068 <br />I G.T. 1 <br />- - 1 V-6"� <br />- - BFL <br />_ <br />244 1 V-2" - <br />- <br />I <br />I <br />h <br />BEDROOM 3 <br />Ioa BEDROOM 2 <br />8'-0" FLAT CLG. <br />1 8'-0" FLAT CLG. <br />CARPET <br />I CARPET <br />EGRESS* <br />' <br />EGRESS* <br />I 25 SH <br />22 <br />© 12)) <br />25 <br />t F{ ) 9H1 <br />39 I D2 <br />H1 D1 <br />D1 IJAMB STUD OVER <br />I <br />I ENTRY TO BE <br />I <br />I CONNECTED DOWN <br />I <br />L-----------------------------------� <br />I PER DETAIL 6/D2 <br />6'-8" 6'-8" <br />18'-8" <br />64" <br />25-0" <br />YI <br />ri <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 91/4" <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 71/4" <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 />�W/ <br />SIM(1) <br />MSTAM36 <br />STRAPS @ <br />BASE <br />N 6 <br />D2 <br />(A) <br />H1 <br />3 <br />D2 <br />SIM. W/ (1) <br />MSTAM36 <br />STRAPS @ <br />BASE <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />rA <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 />E <br />+26.6 / -29.1 <br />QF <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 />20 X 26 <br />18 J X 251 <br />S.H. <br />13 <br />20 X 38 a <br />1812 X 37 4 <br />S.H. <br />14 <br />20 X 50 J <br />181 X 50 <br />S.H. <br />15 <br />20X63 <br />18JX62 <br />S.H. <br />16 <br />20 X 72 <br />181 X 71 J <br />S.H. <br />11-12 <br />271/4X26 <br />26X251 <br />S.H. <br />1H3 <br />27 1/4 X 38 J <br />26 x 37 <br />S.H. <br />1 H4 <br />27 1 X 50 a <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 />2741X72 <br />26X711/2 <br />S.H. <br />22 <br />37 4 X 26 <br />36' X 25 1/2 <br />S.H. <br />23 <br />37 4 X 38 J <br />36 z X 37 3/4 <br />S.H. <br />24 <br />37 4 X 501 <br />36 � X 50 <br />S.H. <br />25 <br />37 4 X 63 <br />36 1 X 62 1/2 <br />S.H. <br />26 <br />37 4 X 72 <br />36 1 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73' WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 1 X 25 1 <br />S.H. <br />33 <br />54 X 38 J <br />52 J X 37 4 <br />S.H. <br />34 <br />54 X 50 1 <br />52 # X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 <br />S.H. <br />36 <br />54 X 72 <br />52 3 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 318 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 '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 318 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 />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-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 />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />SECOND FLOOR PLAN-B <br />SCALE: Y4"=V-0" <br />s•a <br />N <br />0 <br />N <br />� <br />L <br />C= <br />> W <br />SLo <br />Q <br />aiz o <br />C . 11 CV <br />-o Co st <br />�o <br />N CV t <br />N O eO <br />N <br />Q lV <br />3 = d Y <br />� 3 � <br />m o <br />a � <br />.:� �l;BttlljirR:it7d <br />', • <br />cp <br />i� •.•� <br />F L •� <br />'?OPEGStGX4 <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 />Engineer's signature and seal. <br />W <br />a <br />0 E <br />8 <br />0 <br />S <br />N N r <br />65 <br />e�= <br />�N0 <br />Q <br /># LL <br />JLLLL 3 w a <br />Z-vim <br />Cacc <br />a 4 <br />C <br />W <br />8 O1 <br />W <br />z <br />TN m w <br />NCO Z J <br />Z <br />OU U <br />W <br />00 <br />z N ;; <br />zoo <br />Q <br />>n <br />N <br />- N <br />z W <br />- o <br />0 <br />v <br />�, <br />LU <br />0 <br />w <br />V) <br />CLn N]k <br />_- r'n <br />Rair- <br />.C�00> <br />8 <br />0 <br />U 'o 1 <br />• <br />�Q <br />C <br />Q Y <br />N O <br />o <br />JZ <br />< <br />a <br />aa <br />wo <br />�a <br />>m <br />z <br />s <br />E U <br />- <br />zo <br />a <br />r`°r6 <br />H <br />0o <br />� <br />oZZ <br />rL <br />wa=ZZ <br />CD <br />Qg <br />' <br />om2 <br />�� <br />io <br />o <br />00o <br />Z <br />m <br />J <br />�0 <br /><w <br />2. <br />g <br />¢ <br />�w <br />$ <br />go <br />dz <br />W <br />m <br />N z <br />o� <br />�3 <br />M <br />v <br />zl°d <br />oo 3 <br />c 0 <br />0 <br />0 <br />h' <br />ra <br />co <br />o <br />3 <br />CD <br />.-. <br />Q <br />N <br />(Cr o <br />m4-1 <br />c <br />In <br />(0 <br />0 N <br />O± <br />h <br />-0 <br />N O <br />L0 <br />T <br />Q <br />C N <br />T <br />w <br />M <br />o <br />Z <br />M <br />V <br />N <br />N r <br />m <br />_ <br />r <br />a <br />U 1 <br />¢ o <br />JOB <br />NO: <br />23-00503 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.2 <br />