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Illi-l"M if! n r -7 11" 1 J 42" KNEE WALL WITH 1 x8 CAP & CASING OR 36" RAILING 4-- RAIL; (DB- 36" H. CONT. GRASPABLE RETURN TO 3/4" PLYWOOD RAILING 16 DECKING J L DETAIL 15� 14, NTs )StE.L 13, PRE-ENG FLOOR 12i TRUSS i 10 1 x TREAD (TYP.) 3/4" PLYWOOD -9 i @) 8 6-7 DECKING - 7 1 x RISERS (TYP.) 2x4 THRUST ;0 2x6 LANDIN BLOCK 6 F, 00 2x4 FRAMING (3) 2x12 5 --42" KNEE WALL WITH F' STRINGERS 4 4 W' 1x8 CAP & CASING OR D2 3 36"RAILING 3/4"PLYWOOD D DECKING TYP. @ O(D 2 2x4 THRUST 2x6 LANDING CORNERS (2) 25-SH Cl) BLOCK EGRESS I(k 2x4 FRAMING _3 2 OD A G__ IG TYP. STAIR SECTION_ STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) 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: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handralls: 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 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along 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. e e quired guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 nches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the c reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a p p here 4 inches in diameter. I nder-stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side it ith 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 0 LANDING FRAMIN( (2) 2x HDR. REQ'D @ ENI LANDING FOI STRINGERS' CONNECTTC PLY SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 116"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 `t 3 W Sim. w/ (1) MSTAM36 @BASE 2: (n 1� 0 1 Ll 3 Sim. w/ (1) MSTAM36 @ BASE ( 3 � SIM. w/ (1) MSTAM36 @ BASE G.T. OWNER'S SUITE 8'-0" FLAT CLG CARPET MJ4068 B. F. %M ----------- R/SH 16--l" Eli 2x4 #2 SPF STUDS @ 16" 0(a) O.C. TYP. @ 2nd FLOOR 1/2 33 SH � �6 EXTERIOR WALLS TEMP �2 4-SH I I P B C rS P nE S ,,in-P,,1 1668 C. B P 7 FBF ; F�i� B.F. SPECS. 5 - 2 4" 6" 4-4)" 0. BA H1 11 0 TEMP. GL. 011 1 ENCL. ON 42" LAT I I R/SH 11 TI J- 9-- HIGH KNWL. 7 7 N - - - 48x42 RECESS T-2" TB 7-0"' SHO D2 r TILE TO Sim. w/ (1) F- t A '7'A.F.F.',, MSTAM36 L � "I 1 @ BASE 36" x 22" ATTI I C 00 ACC S 8'- F CLG 0 C%41 C14 R T 8 C? .0 BEDROOM 2 8'-0" FLAT CLG CARPET 4'-8" 42" H 1/2 WALL 5068 OR RAILING PER B.F. SPECS I I b�� I --- ----------- 13 A R/SH 12 80 11 10 CENTER -4. 9 T-T' 51-8" L c) 7� i n3,-3' E 8 L TH 'L To 7 ALL Jl- 01 F-F. ;0 \4113 Cl) FLAT CLO 7 TILE ;4 TFIn Cl) G.T. - - - - - - - 1 V-2" t? N r- 4-SH 4 JH I T_ - - T7 2-4 2 4 - BEDROOM 8'-0" FLAT CLG CARPET - - - - - - 3 G.T. ;0 co u� C6 BEDROOM 4 8'-0" FLAT CLG CARPET Cn 00 8 U- Ir 4 Cd 112 33 SH 6 UZ 25 -SH 25-SH -FGRESS EGRESS I 00, e22 �H> D1 ----------- 1. 13-16" L 2'-1 v L Z-10" L 2'- 1 26-121" 1 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U) Lu U� M 04 UOJ (n (DeHl F�l IN- FZ TYP. @ 2 STORY. SEE JJIS6 FOR STEMWALL OPT. 3 Sim. w/ (1) MSTAM36 @ BASE Sim. w/ (1) MSTAM36 @ BASE r3 '� � D2 ) M REVISION NOTES 12/17/2009: 1 . ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50'PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40'PRODUCT LINE - MIN. 48" x 64" 50'PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS <e(2) > - 2X6 #2 SYP W1 1/2" FILITCH PLATE - 2X8 #2 SYP W/ 1/2" <e(2) > FLITCH PLATE <@(2) > - 2X 10 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVIL 2.OE Fb=2950 - 13/4" X 9 1/4" <@(2) > LVL 2.OE Fb=2950 <e(2) > - 13/4" X 16" LVL 2.OE Fb=2950 (2) - 13/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W1 PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" r-A') +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 `�;SEE J SIN SHEET SEE SN SHEET 140MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18�X251 S.H. 13 20X38J 182' X 37 S.H. 14 20 X 501 18 12 X 50 S.H. 15 20 X 63 184X62i S.H. 16 20 X 72 18 21 X 71 S.H. 27 1/4 X 26 26X25J S.H. 1H3 27 1/4 X 38 J 26 x 37 S.H. 1H4 2714 X 50 8 26 x 50 S.H. 1H5 27 1 X 63 26 X 62 1/2 S.H. 11-16 2714 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 X 25 1/2 S.H. 23 37 J X 38 J 36 X 37 3/4 S.H. 24 37 J X 50 5 36 4 X 50 S.H. 25 37 J X 63 36 'X 62 1/2 S.H. 26 37 3 X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75"TALL 73 J WIDE S.H. 32 54 X 26 52 � X 25 J S.H. 33 54 X 38 J 52 12 X 37 1 S.H. 34 54 X 501 52 2X 50 S.H. 35 54 X 63 52 1 X 62 S.H. 36 54 X 72 5221X71 S.H. 39X59 40 X 59 N/A S.H. [��LE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Open i ng/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 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 R302.1 1, 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. R312.2.1 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. M 1507.2 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 fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALLLEGEND 17771 1 1 1 1 1 MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARINGWALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S. F. SECOND FLOOR LIVING AREA 1121 S. F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S. F. LANAI 104 S. F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 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 FAC E-D EXT FRAME 2 x 6 R-1 9 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION JR-11/R-13 KRAFTFACED (GARAGE / LIVING) SECOND FLOOR PLAN - A SCALE: Y4"=V-0" C5 00 C.> C14 cc C-4 cm 4 cc Owl cc N E L.L F E 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, (11111 W E o ce) 8 C14 c: (0 0 50 L0 00 M v 11C a -J LL Lu L� u� LL 1p o z M, C� 0 W OW 82-TZ;; W . M Z OD 0 L0 Z IL IL N 0 W E3 0 CL- - W co LLJ 0 LU V) V) , U C) di Cl) -J U- E go �M 0 E U C:� E 0 Z Z t I X tjl 2 MO M C: 1, Zc: a) Z 81 W N 0 lu 0 0 2 < 9 C:) cy) ,it cc CO :3 C:) < Cr - - = .19 CU C:) 0 U) .2 CN U*) 4-J 0 72 CU p 04 0) 0 00 04 Lo E CIO �i 00 6 M Z E T1- E a. 0 0 L) JOB NO: 22-09405 SCALE : AS NOTED SHEET NO. 1.2