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- L I TYP @ 1 CORNERS D2 U.N.O. c c d 2x6 BEAM SLOPED CEILING TO MAINTAIN T-5" HEADER HEIGHT W U 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 CLIP C R LUS26 HANGER TO U I LEDGER 0 2x 12 H R. w/ (3) 2x STUDS AT = I EA. END FOR BEARING " PLYWOOD @ ;n LANDING STANDARD (3) 2X12 8 STRINGERS W/ SIMPSON A35 CLIP TO HDR, 1xTREADS(TYP.) 6 W }- CONT. 2x8 LEDGER #2 SYP w/ HANDRAIL 5 (3) 16d NAILS TO STUD @ 16" O.C. �4 �3i 2 0 THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. 39'-0" 6 25 SH H1 D6 16 15 14 13 12 11 10 9 00 00 REFER TO SHEET (ST) FOR MORE INFORMATION CONT. HANDRAIL 1x RISERS (TYP.) STANDARD (3) 2X12 = STRINGERS W/ SIMPSON A35 CLIP TO FLOOR SYSTEM 2x #2 SYP JOISTS 8 @ NDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER EA. SIDE SEE PLAN FOR CLG. HT. 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING R&S r------ ---1 J EGRESS O Cc-,b, FIBERGLASSURR0UNj I` j I TYP @ 2 STORY -- I W.I.C. B DROOM 4 P 3 D2 1 I 18'-0" FLAT CLG. �I obI I I I I I I a _ 8'-0" FLAT CLG. CARPET ROOF G•T. _ _ 13'-0" '-0" - T FL TIL N BEDROOM 3 I 8'-0" FLAT CLG. CARPET O W _ _ _ 3 11'-8" W H2 e = D2 q -- N I I N TYP @ 2 ST J RY 6, SZ,.Ro ® C7 a O 8'-10" o - 4068 B.F.04 0o 04 S6 I N EXT. WALL TO BE 2x4 #2 SPF STUD @ 16" O.C. 60"X36" SHOWER FIBERGLA SURI�OUN 4-01, - ! -- TB 5, 10" `'' =W w LL �W ? � --cO o 00 N -o T-1 5'-4" 2 2'-3"`'' 2668 767 � N 4068 B.F. ' 3 SIM. w/ D2 3.5" x 5.25" PL 1.8E FB 1 2900 6 - - - - - - - - - R&S _ °° ------------- 1 13'-7g" Cl) U.N.O. - ILA YER /q /`1 0 E qC° L-- �o 00 W cc =W oT� M "- r36"yc.�2-' I4ATTIC � L`O JP 0�01 mov0 in IIII w BEDROOM 2 0w 8'-0" FLAT CLG. CARPET T N H1 D2 ov 24 8 8'' I 1 o 1-TIE -1 . HA ON BOX00 @6F.F 2'4,. 5,-4„ 2,-6„ T C N 16'-8" rn 4'-02„ 3_7j" u) W co OM _ `r' OWNERS SUITE 8'-0" FLAT CLG. CARPET _ _ R F G.T. R.A.G. _ 16 _ 1 I - I 6 H3 D2 = cry Cl LOFT 8 0 FLAT CLG CARPET - - = 6 H8 D2 15------- 14 _ _ C - 12 z r; TYP 2 STORY @ J S6 r II g Q II04J I I TYP @ 2 STORY J o 7 cD 10 5 I I f I I I I I I 9 I I= I I I I I 1 8 38'-0" STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" 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 1;00 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 CO 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 1112 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. 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 accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. SIN SIN CONT. HANDRAIL RETURN TO_ i AWALL DETAIL� SCALE: N SEE PLAN FOR LANDING DEPTH i MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS l CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR 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 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 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=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 X 25 } S.H. 13 20 X 38 18 X 37 S.H. 14 20X50 184X50 S.H. 15 20 X 63 18 } X 62 } S.H. 16 20 X 72 18 4 X 714 S.H. 1 H2 27 1/4 X 26 26 X 254 S.H. 1H3 27 1/4 X 381 26 x 371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1H5 274X63 26X62112 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 � 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 J 36 4 X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 4 X 62 J S.H. 36 54 X 72 52 } X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 140C REV1 10.1.20 CAB 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'-0", 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 - SECOND FLOOR PLAN - B1 SCALE: %4"=V-0" General Notes 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. Door between garage and residence shall be equipped with solid 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 have no 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 from the dwelling as per the following: • 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, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated 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. OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 O +28.3 / -36.4 DE +26.6 / -28.0 O +26.6 / -32.2 GC� SEE SN SHEET HC� 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 +34.0 / -44.8 WALL LEGEND 11111111111 MASONRY HGT. @ V-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 1113111 FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1489 AREA LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC 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) -Ft -Ft / X N- N1 ,,�•,2114i111dlIf/� • N _� i' �• R ,• - C� To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N OSE 8 av pnp O ip ♦� 0 J r n (C * O LL J ul 0) r . LL d <n� N M I W to 13 JLu LL LL a s o0 IY O it E� N_ = Mt0 m m 05 ' W Z LL cp p a CQ NIn � < O 0N Q U O J oocl Z W (D 2 V Z lV Z � z Q J - IZ � tn -- Z ;� CD o +-+ CC- ,U LU 0 w v � SO o M z -J LL- $ E a u g 4LL �o Q E O � - wj 2 a ❑a w� 8z Z N @ FL go M Z ` .� a 1 .U m 0 10 M Z Z�c b QY a 8 0 U WNw J � j 553 0 .2N � >U) m 0 I� CN c co �-. � a) a) O m U CD ,r CA L(') M I o 04 CN N M T 6 M .4 3 NCV N i6 o o Z Z E 0 E *- M a v0 a o °�' JOB NO: 20-8078 SCALE : AS NOTED SHEET NO. 1.1