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-.� � I L e. ll I. 1. _ 1 _ .- _ 1 - 1 , - , .•� •. \RI' AIS 1 •I •'12 !1 Ell .1' T • •• 1'PI °e I I I 1 CONT. HANDRAIL RETURN TO_ � AJWALL DETAIL. SCALE: NTS STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 0 42" KNEE WALL WITH 1x8 CAP & CASING - USP MP3 CLIP EA. - STRINGER TO BEAM/ FLOOR SYSTEM TYP. 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR 3/4" PLYWOOD EXTERIOR WALLS DECKING rl ' ,s M FLOOR SYSTEM 36" H. CONT. '' 15 ,t- 3 GRASPABLE 14 D2 _ ,�' RAILING I 13 SIM. W/ (1) ,,' CM ' MSTAM36 12 STRAPS @ I I 1011 BASE 42" KNEE = WALL WITH moCO p , I i ,'10 i _ `�') ss ,�' 9 1x TREAD 1 x8 CAP & - (TYP.) ' �;�� 8 - TYP. CASING I STORAGE 00 U.N.O. ' 7 UNDER 00 A ,' 6 STAIRS 1 x8 CAP & 'S 2x FRAMED CASING l,4 WALL 1x RISERS 3 (TYP.) 2 (3) 2x12 2 FRAMED STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. TYP. STAIR SECTION SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUI @ END OF LAN BELOW HDR. B STANDARD (3; STRINGERS w SIMPSON A35 MP34 CLIP TO FLOOR SYSTE LANDING FRA (2) 2x HD REQ'D (d' LANDINC STRINGE CONNEC A WALL 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 I N H1 O6 B D2 J, 25 SH = ul U) �N LEI 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-011 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 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 15132" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (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=2950 H6 (2) - 1 3/4" X 91/4" 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 (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 W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS -----------7 25'-0" I I I I I I I OH1 ED TYP. @ ,P I D2 CORNERS N.O. 25 SH *EGRESS I *EGRES 60" X 36" TB SHOWER FIBERGLASS co to OWNER'S SURROUND TP SUITE o 5'-0 4'-0' - ' 8'-0" FLAT CLG. °' BATH C6 CARPET 2668 � H1 2� 8'-•" FLAT ,CLG. � , 2068 D2 i;o G.T. TILE ' in BF O 15'-8" 4-SH 3 �i R&S WIC D2 8'-0" FLAT CL I SIM. W/ (1) 1� CARPET U) oa MSTAM36 �„ ESS d) I STRAPS @ I BASE _ 1"- R&S T- 50 - 0Ccc 9 B CIS BEDROOM 4 tT-13"8'-BA 3'-3" • 8'-0" FLAT CLG. TUB/ SHWR CARPET in p 2 TILE TO 7' 0 0" FLAT G. A.F.F. `4 TII F l TB 1/2 WALL OR RAILING PER SPECS 71 r... 2668 BF - I I I Cal 4 5 6 7 8 9 10 11 R&S low- 2652 - - - - - - -- -- N 4068 BF 655 v ti6 fV 1 TECH CENTER ITYFITYI5068 BF' 3 14 V5 116 1LAU N W. = 8'-0" FLAT CLG. H11 9TILET-10" D. I 3 D2 SIM. W/ (1CN MSTAM36 G T. 1 5068 _ STRAPS @ - - 11'-2" - - 2' " B s 11'-6" - - BASE LF BEDROOM 2 25; BEDROOM 3 8'-0" FLAT CLG. 1 8'-0" FLAT CLG. CARPET I CARPET I *EGRESS EGRESS 2 I SH 25 SH I H1 9 ©@39)2 D2 D1 JAMB STUD OVER I H1 I ENTRY TO BE I I CONNECTED DOWN PER DETAIL 6/D2 LI - N 6 H1 D2 O -HANSON BOX @ 36" A.F.F. J J X N DRYER VENT THRU SIDE WALL -WIRE SHELF r @ +54" A.F.F. o> TYP. U.N.O. 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 O SEEN SHEET �H 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 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25 S.H. 13 20X38J 182'X37i S.H. 14 20 X 501 18' X 50 S.H. 15 20 X 63 18 2'X 62' S.H. 16 20X72 18JX71 J S.H. 1 H2 27 1/4 X 26 26 X 25 z S.H. 1H3 27 1/4 X 38 a 26 x 37 1 S.H. 1 H4 271 X 50 s 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 1 H6 Y7 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 � X 25 1/2 S.H. 23 37 J4 X 38 B 361 X 37 3/4 S.H. 24 37 J X 501 36 2 X 50 S.H. 25 37 a X 63 36 � X 62 1/2 S.H. 26 37 J X 72 36 � X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2'WIDE S.H. 32 54 X 26 52 2 X 251 S.H. 33 54 X 38 g 52 J X 37 J S.H. 34 54 X 501 5212 X 50 S.H. 35 54 X 63 52 4 X 62 S.H. 36 54 X 72 5212 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 % inch. A nosing projection not less than 314 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 3/8 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 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 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. 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. 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. R312.2.1 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. 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 FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S. F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. 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-11/13-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN -A SCALE: Y4'=V-0" IV fV !sPLO l�f�/OFIESS10��4�;'� ,lrt//iifiilllkIkIONl'� 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. a o M 8 V N 0 •� CD C co t� rn N O ni , % LL yM� L LL W V Z JLLLL W a v C ypo_ O � O N O W r°ngpjO' m z LL u ZN C14 N Z Q J OU W CIE] Z N z � N z � � � Q a U) V) N z D 0 cb L _ IJJ � V is 0 w s 8 L n3 ® LLI = � 1 s � c N 8 Q Y o w J o Z ce o wo o > <s a w� Z® I- C o E x o &� o oQ m r0 <z wz <. < UZ mo o� Z m J y9 a� az � zU B Og oLL S N WZ o m <2 �0 �z 1 �3 o F < CIS �o v a zla 3 0 �O = Lo O m c� � N CID No Ln Q 0 N ~ o Ln O LL (0 Y 04 O c o Ln r Q oo 04 CO r O Z m Z � E O r a E U Q 0 C � JOB NO: 23-00508 SCALE : AS NOTED SHEET NO. 1.2