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+=1N TT CONT. HANDRAIL STAIR CALCULATIONS: TOTAL RISE = 10'-0 (16) RISERS AT 7 -9/1616" " ( 42" KNEE WALL RETURN TO 10" TREADS w/ 3/4" NOSING WITH 1x8 CAP USP MP3 CLIP EA. &CASING WALL DETAIL STRINGER TO BEAM/ FLOOR SYSTEM TYP. 3/4" PLYWOOD DECKING i16 6rFLOOR SYSTEM SCALE: NTS i15 i 4r o i13 M 42" KNEE WALL WITH 1x8 CAP & CASING - 36" H. CONT. GRASPABLE RAILING 1x8CAP & CASING f i �4 (3) 2x12 3 c STRINGERS 2 1 R z7 -`6 1x TREAD (TYP.) 1x RISERS (TYP.) 2x FRAMED WALL 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. STORAGE b UNDER STAIRS 60 2x FRAMED WALL TYP. STAIR SECTION SCALE: 1/4" = 1'-0" Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 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 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 318 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 1114 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. ) SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1. STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O' LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS 1 CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C, MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH M Sill M F DRY o THR 80 HAN 36" A it 8'-01 0. 25'-0" 10 12'-0" 9'-6" 00, S-6" 1 3-5" 64" D2 TYP. @ H 1 Q 6 H 1 � 6 CONERS 25 SH 62 25 SH D2 2X6 WALL EGRES TB 60" X 36" - SHOWER 16'-4" FIBERGLASS H1 = SURROUND cn -3;-4„ TP -F---S 5„ o- OWNER'S OT �----- BATH - 6 _ SUITE LE CLG. 2668 _ - Q2 TILE 8'-0" FLAT CLG. N i j 2068 in CARPET ro BF1 + - - G.T. ,- G`JD 3D - - - - 3 4SH 3 D2 D2 SIM, w/ (1) R&S - r3=1 SIM. w/ (1) MSTAM36 r------ MSTAM36 FLAT STRAP i 4/jC,EL�SS I M FLAT STRAP WIC N S6 (01 8'-0" FLAT CLG. 2068 TYP. r1 CARPET 2668 fb TILE TO 7' o c06 CHASE N N s� N A.F.F. H1 [�UHA I BEDROOM 3 O 2 -..._ 4SH - 8'-0" FLAT CLG. 6 -0" T CLG. 00 (n m _ CARPET TILE 2468 Cell � 00 4 CD TB BF I ron o 3 3'-0" T-3" I r -1 D2 H3 - -2668- a Cl) G.T. ui= O M. w/ (1) - - - - �� STAM 36 I.0 w .AT STRAP 6'-7" 2'-4" 10'-4" LO ER VENT j 2668 c7 i �M D2 U ROOF. LL I LL __ ___ w I D. C0 42" HIGH 1/2 o v SON BOX @ ! F.F. I o WALL W! 1x I I I I I I I I I I I I I I I W '� CAP I I I I I I I DNI I I I I I I I I I I I I 1 00 LAUN116I 114113112111110 9 18 16154131211N. TILE 24 SH 00 too 22 H 1 OjD2) cv p1 T-8" 8'-0" 10 214. I Ir I 4068 BF I ------ I r--- BEDROOM 2 = ' - i U) I I 8'-0" FLAT CLG. ; CARPET Im N I I I 22 I I D1 I I co 4068 BF I I I---- ------ I I I I �25 SH EGRESS I D2 O 22 � I H1 D1 I I I I I I I - I 1 I 1 00 I 1 I 1 I I I I I I 1 ' I L- - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - 3'-10" 10'-2" 8'-0" T-O" 14'-0" 11'-0" Jol 01 25'-0" op 14nC e7ATi[ITiW,117 40:1 EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'4% THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C." THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O, FRAME (Fin) TYPE 12 20X26 187'X254 S.H. 13 20X383 18JX37J S.H. 14 20 X 50 g 18 2 X 50 S. H. 15 20 X 63 18 J X 62 4 S. H. 16 20 X 72 18 J X 714 S. H. 1 H2 27 114 X 26 26 X 25 J S.H. 1H3 271/4X38J 26x3711 S.H. 1H4 27T'X501 26x50 S.H. 1H5 27}X63 26X621/2 S.H. 1H6 271gX72 26X711/2 S.H. ,22 37 J X 26 36 J X 25 1/2 S. H. 23 37 J X 38 i 361 X 37 3/4 S. H. 24 37 3q X 50 J 36 4 X 50 S.H. 25 37 a X 63 36 4 X 62 1/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 381 52 7' X 37 S. H. 34 54 X 50 i 52 J X 50 S. H. 35 54 X 63 52 � X 62 4 S. H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 NIA S.H. DOUBLE 39X59 79 X 59 NIA S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP WI 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1 /4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for Bearing Wall Cali Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED * SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" A� +29.7 / -32.2 © +29.7 / -39.7 0 +28.3 / -30.8 O +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET C SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 SECOND FLOOR PLAN - B SCALE: %4=V-0" R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302,5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent, • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.21 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 2ND FLOOR LIVING AREA 721 S.F. 807 S.F. TOTAL 1528 S. F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) CZ-o d o a� C 10 C.i N m K a- ce C L InBa�rs H C i0 Q rq _y _ W s c •a em d a> .� a.r, as ca rz J N r= a o a. �+ 0 --J GD+3 u O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W gN v E O $= (0 0 m Ls E5O nr�-' L N a ,n N airiv " =� U- 3 I LW ' Lit ' n. - a d Y Z _ m c n w o z$ O W 0�c' Z m � c� 0 C, ZIL a ZCD N oU W ❑ Il N th o a z N z � � � Q a U) in M a W l:/ o W = o U _ O Ln �N W o N m r�CO I Rig2 W J ~- E 8 L N ® != V u) O W Y N O� o � C,3 J J� m o W Z g LL ca o zo Zo zo E 8 o° CU_ its �� O 0 &� 00 o Z fu L z K Z wZ rn C� Q O W m oom ZZ m N N O Z �z s< z W m oLL -o '0 z � r- �z F =r 0 Milli!JZ M v W zI< a 0, =CD 0 = Lo OCU m CID :3 N o LID 6 Y 0 J N n^ U) 2 1..� co 0 LO � O ILL Y N � N m � LO O LO T 0)LO T C.0 iri LC) 0 Z cc z c E T E 0' m c m a U 6 6 Q p c � JOB NO: 23-06117 SCALE : AS NOTED SHEET NO. 1.2