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1 1 111! - - I <br />SIN <br />ITN <br />CONT. HANDRAIL <br />RETURN TOI_ <br />WALL DETAIL. <br />� A 'SCALE: NTS <br />n <br />3/4" PLYWOOD <br />DECKING <br />STAIR CALCULATIONS: <br />TOTAL RISE = 10'-0 3/411 <br />(16) RISERS AT 7 -9/1611 <br />10" TREADS w/ 3/4" NOSING <br />42" KNEE WALL WITH <br />1x8 CAP & CASING <br />USP MP3 CLIP EA. <br />STRINGER TO BEAM/ <br />FLOOR SYSTEM TYP. <br />C51--t 16 \ <br />1 \ \ <br />r 15 36" H. CONT. <br />14\\\ GRASPABLE 1 <br />FLOOR - <br />SYSTEM 13 \\ RAILING <br />I <br />12 \ M I <br />\ I <br />11 \ 1 Q11 I <br />\ I <br />1x TREAD 10 \ <br />\ \ i ,�Ico <br />"'p (TYP.) 9 \\ 1 00 <br />1 \ 1 <br />C)- 8 \\\ 0I� I C� <br />r 00 STORAGE \ \ <br />00 UNDER 7 I _ <br />\ I <br />STAIRS 6 <br />2x FRAMED 5\\\ <br />WALL <br />4 �\ I <br />1x RISERS <br />3 <br />71 (TYP.) \ <br />\ <br />2x FRAMED (3) 2x12 2 <br />WALL STRINGERS <br />2x4 #2 SYP. P.T. THRUST BLOCK <br />W/(2)- 1/4"x 3 1/2" TAPCONS @ <br />161111o.c. AND 3" FROM EA. END. <br />TYP. STAIR SECTION <br />SCALE: 1/2" = V-0" <br />I SEE PLAN FOR LANDING DEPTH I <br />MIN. (3) 2x STUDS R <br />@ END OF LANDINC <br />BELOW HDR. BEAM <br />STANDARD (3) 2x1 <br />STRINGERS w/ <br />SIMPSON A35/USP <br />MP34 CLIP TO <br />FLOOR SYSTEM O <br />LANDING FRAMING <br />(2) 2x HDR. <br />REQ'D @ ENI <br />LANDING FOI <br />STRINGERS - <br />CONNECT TC <br />lil <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 A35/1USP <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. <br />9'-0" MAX LANDING LENGTH <br />42" KNEE <br />WALL WITH <br />1 x8 CAP & <br />CASING <br />,0 <br />1 x8 CAP & <br />CASING <br />140C <br />REV 10.1.20 CAB <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />8'4" <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 />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 IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR <br />FINISH <br />** WALL SHEATHING 15132" EXPOSURE 1 OR EQUIVALENT. <br />REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - <br />F--------------------I <br />I 125'-0" <br />I I <br />1 H1 I H1 <br />1 I 16 <br />TYP. @ D2 ,16 <br />2 O J ED2 <br />CORNERS I A 11,p S6 <br />125 H U.N.O. 25 <br />TB 60" X 36 GRESS * E <br />SHOWER <br />O <br />FIBERGLASS <br />H1 0 6 c6 -- {- 8 <br />D2 T 2068 -�- � $'-0" FLAT G I <br />o BF rTIL <br />33 ' 10" 33 <br />3 <br />D2 <br />SIM. W/ (1) <br />MSTAM36 <br />STRAPS @ <br />BASE <br />60 <br />TUB/ SHWR <br />TILE TO 7' <br />A.F.F. <br />H1 PD2 <br />`4 <br />O <br />DRYER VENT <br />THRU SIDE WALL- <br />) <br />Q <br />HANSON BOX <br />@ 36" A.F.F.- <br />r WIRE SHELF <br />a, @ +54" A.F.F.- <br />J <br />S6 <br />TYP. <br />U.N.O. <br />3 <br />D2 <br />SIM. W/ (1) <br />MSTAM36 <br />STRAPS @ <br />BASE <br />4-SH <br />WIC <br />R&S <br />I <br />81 0" FLAT CLG. <br />i CARPET o <br />-- <br />�lg�� <br />2068 4" <br />in <br />LO <br />�ACCESS� I 101:,, <br />I <br />ILL ----- <br />- <br />R&S _ <br />p <br />3'-3" <br />9 <br />- <br />� <br />0 9 <br />qq - <br />_.- <br />in <br />TB' <br />OWNER'S <br />SUITE <br />8'-0" FLAT CLG. <br />CARPET <br />- G.T. - 00 <br />BEDROOM <br />4 <br />8'-0" FLAT CLG. <br />CARPET <br />0 <br />1/2 WALL OR <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 />H2 <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 />H4 <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 9 1/4" <br />LVL 2.0E Fb=2950 <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" <br />Follow Q/S4. See Plan for <br />RAG <br />FLITCH PLATE <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 />2x4 #2 SPF STUDS @ 16" <br />O.C. TYP. @ 2nd FLOOR <br />EXTERIOR WALLS <br />SIM. W/ (1) <br />MSTAM36 <br />STRAPS @ <br />BASE <br />J <br />S6 <br />TYP. <br />U.N.O. <br />rn <br />RAILING PER SPECS w <br />TECH CENTER w N 6 <br />T-9" 5'-11" 2668 1 V-4" D2 <br />2668 A <br />L---------- BF <br />� H1 <br />N. 6R I I <br />10" 0" I 19 I cn <br />1 5068 BF TY 1 1 'v °) <br />' EAU N 1 1 14 1 _12 11 10 9 8 7 6 5 4 -- ----- J� <br />IC---------- <br />1 i-'0' FLAT CLG-- 2652 R&S <br />TILE in <br />I3-11' 3'-10" T-11" - ------ <br />1 <br />4068 <br />00 BF <br />co ?. 5'-0" 5'-10" <br />Co 9'-54- <br />y�' N � <br />Av <br />rL s6cp `� v <br />3 <br />D2 <br />N I -1N SIM. W/ (1) <br />5068 I G.T. _ ;_ MSTAM36 <br />1 V-6 - - B 2" - 1 V-2" STRAPS @ <br />I BASE <br />r` <br />BEDROOM 3 ; BEDROOM 2 <br />8' 0' FLAT CLG. ( 8' 0' FLAT CLG. <br />CARPET CARPET <br />EGRESS* I <br />EGRESS* <br />I 25 SH 25 <br />I <br />© © IE <br />D2 22 39 I <br />H1 D1 D1 IJAMB STUD OVER <br />I I ENTRY TO BE <br />I I CONNECTED DOWN <br />I I PER DETAIL 6/D2 <br />L-----------------------------------J <br />6-10" 5'-10" 6-8" 6'-8" <br />18'-8" 6'_4" <br />25'-0" <br />0 <br />M <br />v <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />Ao <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />oD <br />+28.3 / -37.0 <br />DE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />O <br />SEE SN SHEET OH 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 />1 +29.7 / -39.7 <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18�X25J <br />S.H. <br />13 <br />20 X 38 8 <br />18 X 37 4 <br />S.H. <br />14 <br />20 X 50 5 <br />18' X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 2' X 62 2 <br />S.H. <br />16 <br />20 X 72 <br />181 X 71 � <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 21 <br />S.H. <br />1 H3 <br />27 1/4 X 38 s <br />26 x 37 4 <br />S.H. <br />1 H4 <br />27 J X 50 5 <br />26 x 50 <br />S.H. <br />1H5 <br />273X63 <br />26X621/2 <br />S.H. <br />1H6 <br />274'X72 <br />26X711/2 <br />S.H. <br />22 <br />37 4 X 26 <br />36' X 25 1/2 <br />S.H. <br />23 <br />37 4 X 38 <br />36 21 X 37 3/4 <br />S.H. <br />24 <br />37 4 X 50 <br />36 4 X 50 <br />S.H. <br />25 <br />37 4 X 63 <br />36 # X 62 1/2 <br />S.H. <br />26 <br />37 4 X 72 <br />36 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />732' WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 ' X 251 <br />S.H. <br />33 <br />54 X 38 <br />52 1 X 37 4 <br />S.H. <br />34 <br />54 X 50 <br />5212 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 <br />S.H. <br />36 <br />54 X 72 <br />52 2'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 />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 walkline. Winder treads shall have a tread <br />depth of not less than 6 inches at any point within the clear 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 />Handrails: <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 />General Notes <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 walls that are perpendicular to the adjacent dwelling unit <br />wall: <br />• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or <br />equivalent applied to garage side. <br />• From Habitable Rooms Above Garage - Not Less than 5/8" <br />Type-X Gyp. Bd. or equivalent. <br />• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less <br />than 1/2" Gyp. Bd. or equivalent. <br />• 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 flr. 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 />FIRST LIVING 728 S.F. <br />SECOND LIVING 1036 S.F. <br />TOTAL LIVING 1764 S.F. <br />LANAI 60 S.F. <br />GARAGE 379 S.F. <br />ENTRY 62 S.F. <br />TOTAL SQ. FT. 2265 S.F. <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />SECOND FLOOR PLAN -A <br />N <br />N <br />am <br />o <br />W <br />V <br />CDca1-1N <br />ci o <br />Co <br />Z+ x <br />a o nu <br />°i ca Q <br />3 cc <br />3 <br />m c <br />N d'a <br />o � <br />o <br />a <br />0 <br />ASE <br />CJ• <br />• CN <br />J F�J 1 <br />J 0 <br />ar <br />C) <br />o <br />5' <br />•• F (.. <br />�s✓��//Q�OFE <br />S, 0%4� <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />a <br />o Cl) 8 <br />0 <br />N <br />Y 0 C N r� <br />P J <br />Vill <br />N� <br />w <br />V <br />cLLLL , n. <br />_ <br />MC <br />t mC <br />o <br />�y <br />W <br />w O <br />0 <br />Z IL LL <br />N�pjO' m w <br />LO NZ a 0 <br />0 <br />N <br />OU <br />ZCl) <br />U) <br />W <br />❑❑ <br />Z N O <br />z 2 <br />�zo <br />J - <br />a N <br />� <br />- N <br />z <br />0 o <br />v <br />M <br />E <br />LIJFE <br />M <br />U <br />V) <br />W 8 <br />c <br />c> <br />W <br />~_ t 8 <br />! <br />U 0- <br />c d <br />Q 00 <br />N <br />° <br />O <br />co <br />W <br />coi <br />co <br />o� <br />Z <br />U- <br />E <br />=o <br />}NN <br /><� <br />O <br />E <br />- <br />'® <br />co <br />$ <br />aE � <br />0° <br />o <br />� <br />wNZam�ao<z <br />-2 <br />y-. <br />C <br />zx <br />O <br />OC <br />myz> <br />Z <br />Ui <br />11-s <br />< <br />2Zo <br />I <br />ovg <br />W <br />w <br />_ <br />��w <br />w< <br />�V <br />is <br />a <br />0§ <br />�C:) <br />> Lln <br />J <br />m <br />TM <br />0 <br />O <br />co <br />T <br />T <br />r <br />4a <br />Cr T <br />�- <br />U) <br />� <br />I- <br />Ln <br />O <br />0 <br />r-- <br />00 <br />o <br />G) <br />T <br />Q <br />� O <br />t <br />E <br />7 O <br />CO 1 <br />00 <br />0 <br />Z <br />Z <br />E T <br />IA <br />W <br />c <br />a <br />ci � <br />i <br />a a <br />JOB <br />NO: <br />22-09407 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.2 <br />