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M_ I � 4. U W1 1 : «;Y . A W6 .1 _ _L•- ' n - 4 _: _ _ - _ - - a � l .�- t, 1..�11. � - .:.L. --,i,_:�..rl- - �. 11.1 �1,.,!] V L 11-41 . <br />e <br />STAIR CALCULATIONS: <br />TOTAL RISE = 10'-0 3/4" B <br />(16) RISERS AT 7 -9/16" ( S- <br />10" TREADS w/ 3/4" NOSING <br />USP MP3 CLIP EA. <br />STRINGER TO BEAM/ <br />FLOOR SYSTEM TYP. <br />i16 <br />i 5 <br />i14 <br />4 ,13 <br />i12 <br />i <br />' 42" KNEE WALL WITH 0' i 1 <br />1x8 CAP & CASING 10 <br />36" H. CONT. �g <br />GRASPABLE B o>� i8 STORAGE co 0 <br />RAILING i7 UNDER o0 <br />STAIRS <br />1x8 CAP & /6 1x TREAD <br />i 5 <br />CASING (TYP.) <br />i4 1x RISERS <br />(3) 2x12 (TYP.) <br />STRINGERS 2 3 iv 2x FRAMED 2x FRAMED <br />WALL WALL <br />1 <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 />�T <br />CONT. HANDRAIL <br />42" KNEE WALL RETURN TO <br />WITH 1x8 CAP <br />& CASING E�TA�lL <br />J4f_3/4" PLYWOOD <br />DECKING " <br />TYP. STAIR SECTION <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 3/8 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 walkiine. Winder treads shall have a tread <br />depth of not less than 6 inches at any point within the dear 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 '% 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 3/8 inch within a stairway. <br />Handralls: <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 />SEE PLAN FOR LANDING DEPTH <br />MIN. (3) 2x STUI <br />@ END OF LAN <br />BELOW HDR. B <br />STANDARD (3' <br />STRINGERS w <br />SIMPSON A351 <br />MP34 CLIP TO <br />FLOOR SYSTE <br />LANDING FRA <br />(2) 2x HD <br />REQ'D @ <br />LANDINC <br />STRINGE <br />CONNEC <br />FLOOR SYSTEM <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. V-0" MAX LANDING LENGTH <br />1 <br />10 40 <br />D2 <br />TYP, @ H1 6 H1 6 <br />GONERS 25 SH D2 25 SH D2 <br />2X6 WALL- EGRES <br />0 <br />SIM. w/ (1) <br />MSTAM36 <br />FLAT STRAP <br />J <br />S6 <br />TYP. <br />CH1 = <br />fn <br />o= <br />3 <br />D2 <br />SIM. W/ (1) <br />MSTAM36 <br />FLAT STRAP <br />DRYER VENT- <br />THRU ROOF. <br />HANSON BOX @ <br />36" A.F.F. <br />LAU N <br />8%0" FLAT CLG. <br />TILE <br />I ILTB 60" X 36" <br />SHOWER <br />FIBERGLASS <br />TP <br />SURROUND <br />3'-4" <br />- - 5'-5" - <br />- <br />BATH <br />- - <br />- " FLAT CLG. 2668 , <br />2068 <br />TILE <br />BF <br />- <br />Co o <br />4SH <br />I I I <br />WIC L9ER_ns <br />1 8'-0" FLAT CLG. 2068 <br />I CARPET 2668 <br />TILE TO 7' o <br />A.F.F. <br />2JB <br />4SH <br />-0" T CLG. r <br />TILE 2468 <br />BF <br />V-9 T-0" 3'4' <br />io <br />w -- - 2668_ <br />@1ul <br />W I <br />D. <br />m 42" HIGH 1/2 <br />0 WALL W/ 1x I <br />w I <br />CAP <br />W <br />1 <br />DNI <br />116 <br />ffa <br />OWNER'S <br />SUITE <br />8'-0" FLAT CLG. <br />CARPET <br />G.T. <br />rn r m <br />I <br />ir 1 00c <br />c <br />1 Ian <br />BEDROOM 3 <br />8'-0" FLAT CLG. <br />CARPET <br />G.T. - <br />3'12'11'109'8 2V '6'5'4'3'2'1 <br />J <br />J <br />00 <br />N <br />24 SH <br />co0c 22 H 1 O I <br />N 1 D1 D2 1 1 <br />in I I <br />T-8" 8'-0" `n I " I <br />I <br />4068 BF 1 I <br />I I <br />1 r---- -----y <br />BEDROOM 2 = I I <br />cn <br />8'-0" FLAT CLG. r j I I <br />CARPET _ G.T. _ I� <br />1 I I <br />1 22 1 1 <br />D1 I I <br />bo 4068 BF I I <br />1 - - - - -----J <br />I 1 <br />I <br />25 SH 1 <br />1 4 EGRESS 1 <br />� D2 B 22 I <br />I H1 D1 I <br />I 1 <br />I 1 <br />I 1 <br />I 1 <br />I I <br />I 1 <br />I I <br />I 1 <br />I 1 <br />I I <br />I 1 <br />L--------------------------------------� <br />W©I <br />"v <br />SIM. w/ (1) <br />MSTAM36 <br />FLAT STRAP co <br />CV <br />0 <br />CV <br />140C <br />RFV 10 1 90 CAR <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />8'-011 <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 /S 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 />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18JX25i <br />S.H. <br />13 <br />20 X 381 <br />18 J X 37 i <br />S.H. <br />14 <br />20X501 <br />18JX50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 621 <br />S.H. <br />16 <br />20X72 <br />18JX71} <br />S.H. <br />11-12 <br />271/4X26 <br />26X25J <br />S.H. <br />11­13 <br />271/4X38 <br />26x37 <br />S.H. <br />iH4 <br />27X50� <br />26x50 <br />S.H. <br />1H5 <br />27JX63 <br />26X621/2 <br />S.H. <br />1H6 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 i <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 i <br />36 J X 50 <br />S.H. <br />25 <br />37JX63 <br />364X621/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 } 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 X 25 <br />S.H. <br />33 <br />54 X 38'i <br />52 } X 37 i <br />S.H. <br />34 <br />54 X 501 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 X 62 <br />S.H. <br />36 <br />54 X 72 <br />52 } 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 />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <br />(2) - 2X6 #2 SYP W/ 1/2- <br />FLITCH PLATE <br />CH2 <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 />(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 />LVL 2.0E Fb=2950 <br />(2) -1 3/4" X 71 /4" <br />LVL 2.0E Fb=2950 <br />RAG <br />(2) - 2X4 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />Follow Q/S4. See Plan for <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 />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />O <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />\1 <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />OG <br />SEE SN SHEET rH 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 />SECOND FLOOR PLAN - A <br />SCALE: Y4"=1'-0" <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 we that are perpendicular to the adjacent dwelling unit <br />wall: <br />e From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or <br />equivalent applied to garage side. <br />e From Habitable Rooms Above Garage - Not Less than 5/8" <br />Type-X Gyp. Bd. or equivalent. <br />e Structure(s) Supporting Floor/Ceiling Assemblies - Not Less <br />than 1/2" Gyp. Bd. or equivalent. <br />e 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 fir. 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 />1ST FLOOR LIVING AREA <br />2ND FLOOR LIVING AREA <br />721 S.F. <br />807 S.F. <br />TOTAL <br />GARAGE <br />LANAI <br />ENTRY <br />1528 S.F. <br />397 S.F. <br />60 S.F. <br />30 S.F. <br />TOTAL SQ. FT. <br />2015 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 I - <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />eh <br />!V <br />C� <br />N G <br />r W <br />Cr_1 a R o <br />a- = N C J N <br />ti cx <br />A O a. <br />y 'O !4 t <br />y 6>t O J <br />i[ N tile <br />as <br />E c <br />t <br />e <br />� 3 by <br />io y el .n <br />= CIO <br />N G <br />c � <br />Io <br />0 <br />a <br />`a <br />,�\1ir1��2lliPP1E1P. � <br />W <br />NNI <br />_J4 3V <br />Q)P- <br />Co Ci •: <br />F <br />O F E S S\O�\�o <br />'/�rflPf <br />l u l l„11� <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />11- E <br />Cn <br />8cii <br />I4 N <br />�tp'') <br />V y coo N M1 <br />Co <br />to ;i; <br />NJ f .9 <br />(h LL <br />aj CM V <br />4 C J lL W <br />M u- a. <br />Lu <br />Z 'Fa C13 rn o <br />0 <br />fit �'pN(O 0 <br />0 2O <br />O1o' m <br />u) w <br />Z ,°�° M Z d r <br />ILW <br />Z N <br />W ❑❑ <br />N <br />V <br />Z N M <br />z <br />v <br />J - <br />� N <br />N <br />- LL <br />U <br />0Q) <br />to <br />c ro <br />U <br />' 11J <br />E <br />t $ <br />I <br />_ � m <br />c <br />Q W <br />�Q <br />s� <br />o <br />J <br />w <br />co <br />c., <br />c`71 <br />a <br />o <br />z <br />LPL c <br />0 <br />O <br />woo <br />>^' <br />z® <br />9_ u <br />10 <br />R. <br />So <br />Z <br />o <br />o f <br />CO (� <br />ra <br />2 <br />gZ <br />< <br />W Z <br />$ <br />a o <br />�w <br />m 0 <br />�_ <br />� <br />Z <br />Od <br />J <br />�o <br />aa0 <br />> z <br /><. <br />2w <br />W <br />z <br />wa <br />�F <br />ax <br />cars <br />v <br />z� <br />r <br />$ 3 <br />=O <br />= <br />O <br />J <br />Lr) <br />Q <br />� <br />6 <br />B <br />ca <br />CD <br />O <br />'S <br />C <br />.2 <br />Lit <br />.I~4-J aa)) <br />I� <br />'2 <br />O <br />0 <br />N <br />LO <br />r <br />7 - <br />Q 04 <br />T <br />E <br />M <br />C CV y <br />O <br />Z <br />E N iv <br />a <br />U <br />JOB <br />NO: 23-00501 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.2 <br />