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3/4" PLYWOO+CO <br />DECKING2x6 LANDING2x4 FRAMING. 65 <br />4 <br />3 <br />42" KNEE WALL WITH <br />�1x8 CAP &CASING OR <br />36" <br />_- 36" RAILING <br />3/4" PLYWOOD <br />- DECKING <br />PRE-ENG FLOOR <br />TRUSS <br />1x TREAD (TYP.) - <br />1 <br />1 M�� <br />r 1x RISERS (TYP.) <br />42" KNEE WALL WITH <br />1x8 CAP & CASING OR <br />36" RAILING <br />2x4 THRUST <br />BLOCK <br />(3) 2x12 -/ <br />STRINGERS <br />3/4" PLYWOOD <br />DECKING <br />2x6 LANDING - <br />2x4 FRAMING <br />36" H. CONT. <br />GRASPABLE <br />RAILING <br />TYP. STAIR SECTION <br />SCALE: 1/4" = V-0" <br />STAIR CALCULATIONS: <br />TOTAL RISE = 10'-0 314" <br />(16) RISERS AT 7 -9/16" <br />10" TREADS w/ 3/4" NOSING <br />2x4 THRUST <br />BLOCK <br />Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. <br />Ziser height: <br />I -he riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the <br />adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. <br />dread depth: <br />fhe tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of <br />he foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any <br />light of stairs shall not exceed the smallest by more than 3/8 inch. <br />Ninders: <br />Nnder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost <br />)rojection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 <br />nches at any point within the clear width of the stair. <br />4osings: <br />fhe 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 <br />nore than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the <br />>mallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. <br />3eveling of nosings shall not exceed 1/2 inch. <br />-landrails: <br />-landrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail <br />ieight measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less <br />han 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a <br />Joint directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be <br />'eturned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than <br />1/2 inches between the wall and the handrails: <br />-landralls with a circular cross section shall have an outside diameter of not less than 11/4 Inches and not greater than 2 Inches <br />)r provide equivalent grasp -ability in compliance with Section R311.7.8.3. <br />3uards: <br />3uards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 <br />nches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. <br />Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 <br />nches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the <br />reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a <br />,phere 4 inches in diameter. <br />Jnder-stair protection: <br />nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side <br />ivith 1/2-inch gypsum board. <br />r 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 01 <br />LANDING FRAMINC <br />(2) 2x HDR. <br />REQ'D @ ENE <br />LANDING FOF <br />STRINGERS l <br />CONNECT TC <br />c0 <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. <br />• <br />9'-0" MAX LANDING LENGTH <br />I <br />CONT. HANDRAIL <br />RETURN TO <br />)WALL DETAIL. <br />B SCALE: NTS <br />25'-0" <br />6-7" 16-1 " 24" <br />1 <br />D2 2x4 #2 SPF STUDS @ 16" <br />TYP @ H1 0 6 H1 O 6 O.C. TYP. @ 2nd FLOOR <br />CORNERS (2) 25-SH 1/2 33 SH EXTERIOR WALLS <br />EGRESS D2 TEMP D2 <br />Elmo <br />in FB. <br />CC <br />33 -I <br />BP <br />- - - _-Al <br />SPECS. <br />v - -5' 6, -- 4� 4�� <br />D2 2468 0. BATH 1 Ib o TEMP, GL. <br />8'-0" FLAT C G ! I ENCL. ON 42" <br />MSTAM36--------- G.T.- o _ -R/SH �T►_L� HIGH KNWL. <br />N - ` 48x42 i <br />@ BASE RECESS <br />12'-10" T-2" -0" TB `r 7-0"``SHOWE 3 <br />D2 <br />TILE TO SIM. w/ (1) <br />�'A.F.F.\\ MSTAM36 <br />VA <br />OWNER'S 36"x22" -- =J I= `-i- @BASE <br />ATTIC I C00 <br />h _' j <br />ACCESS 8'-0- T T CLG <br />I= -`"� --- -- --- <br />SUITE CN <br />8'-0" FLAT CLG 2468 <br />TP <br />;n CARPET -. <br />r; <br />N <br />4068 <br />B.F. LO <br />o -' <br />00 <br />r <br />- - - - - - " R/SH - N BEDROOM 2 <br />R/SH <br />- - 8'-0" FLAT CLG <br />CARPET <br />T-6" 111 4'-8" 4" 12-2" <br />=w 6 <br />T rmn c=7 D2 <br />c7 � N W O <br />�. o H1 � <br />1 g I 42" H 1 /2 WALL 2668 5068 <br />15 i OR RAILING PER B F <br />SPECS <br />14 i19 J <br />-----•---------- S6 <br />D2 LO 13 A R/SHTYP. @ 2 <br />N 12 I I STORY. SEE <br />H1 11 TECH co o 0 DInT <br />JJ/S6 FOR <br />CENTER -T „ STEMWALL <br />10 OPT. <br />T-11" 93'-3" 5'-8" 3'-4" 5'-7" ! <br />TH 2 TILE TO <br />L1 7 -- 0" FLAT CLG T A.F.F. <br />6 L - - - l 2868 T TI LE <br />L", <br />D2 i>7 v ooSIM. w/ (1) `" <br />MSTAM36 <br />@ BASE.LL 66'cp <br />o CNNN 4-SH BEDROOM 3 D2 <br />1 8'-0" FLAT CLG SIM, w/ (1) <br />------ G.T. - ( - - - - - <br />CARPET MSTAM36 <br />@ BASE <br />11'-2" 2'-4" I 11'-6,� -I- - - - - - <br />----- G.T. - - I -----I <br />00 <br />(o ti I = SIM. w/ (1) <br />d t m I CoI MSTAM36 <br />3 BEDROOM 4 r @BASE <br />D2 8 -0 FLAT D2 CLGCARPET I C7 ` 3 <br />SIM. w/ (1) I <br />MSTAM36 0 = I <br />@ BASE Q1 0 m 1/2 33 SH <br />OK <br />B s I <br />D2 <br />I <br />7W7qm�� <br />25-SH <br />EGRESS <br />I <br />----------- <br />2'-11" 13-6" 2'-11" 2'-10" 2-10" <br />19'-4" 5'-8" <br />40 <br />25'-0" I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />---------- -I ---------------------------- <br />REVISION NOTES 12/17/2009: <br />1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS <br />ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. <br />2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. <br />EXCEPT IN WET AREAS. SPACE WET AREA <br />FURRING AT 16" O.C. <br />3. NO RECESSES FOR SHOWERS. SHOWERS ARE <br />TO BE PANNED WITH A PRE-FAB. BASE. <br />4. ALL VANITY HEIGHTS ARE 36" A.F.F. <br />5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" <br />RECESS. REFER TO MASON'S SCOPE FOR <br />RECESS WIDTH. <br />6. ALL BATHROOMS HAVE ONE MEDICINE CABINET <br />7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. <br />8. ALL TUB DECKS ARE SIZED AS FOLLOWS; <br />40' PRODUCT LINE - MIN. 48" x 64" <br />50' PRODUCT LINE - MIN. 48" x 76" <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/ 112" <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 11 114 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 W11/2" <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 />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />0 <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 />�E <br />+26.6 / -29.1 <br />�F <br />+26.6 / -33.5 <br />�G <br />SEE SN SHEET Q 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 />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20 X 26 <br />18 2 X 251 <br />S.H. <br />13 <br />20X383 <br />18ZX37iq <br />S.H. <br />14 <br />20 X 50 s <br />181 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 2'X 62; <br />S.H. <br />16 <br />20X72 <br />182'X712 <br />S.H. <br />11­12 <br />271/4X26 <br />26X254 <br />S.H. <br />1 H3 <br />27 1/4 X 38' <br />26 x 37 a <br />S.H. <br />1H4 <br />274X505 <br />26x50 <br />S.H. <br />1H5 <br />274X63 <br />26X621/2 <br />S.H. <br />1H6 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />374X26 <br />36�X251/2 <br />S.H. <br />23 <br />37 a X 38 s <br />36 2' X 37 3/4 <br />S.H. <br />24 <br />37 J X 501 <br />36 J X 50 <br />S. H. <br />25 <br />37 a X 63 <br />36 ' X 62 1/2 <br />S. H. <br />26 <br />37 a X 72 <br />36 i X 71 1/2 <br />S. H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 z WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 3 <br />S. H. <br />33 <br />54 X 38 $ <br />52 1 X 37 3 <br />S.H. <br />34 <br />54 X 50 g <br />52 2 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 2 X 62 2 <br />S. H. <br />36 <br />54 X 72 <br />521 X 71 2 <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 />SECOND FLOOR PLAN - ELEV-13 <br />SCALE: %4'=V-0" <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 1-318" 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 fir. per FBCR G2408.2, Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />WALL LEGEND <br />MASONRY HGT. @ 8'-0" A.F.F. I <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 FLOOR LIVING AREA 952 S.F. <br />SECOND FLOOR LIVING AREA 1121 S.F. <br />TOTAL LIVING AREA 2073 S.F. <br />GARAGE 396 S.F. <br />LANAI 104 S.F. <br />ENTRY 32 S.F. <br />TOTAL SQ. FT. 2605 S.F. <br />INSULATION REQ. <br />LOCATION I R-VALUE / TYPE <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 EAVE) <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />c*13 <br />0 <br />Go <br />c= <br />-� <br />d� <br />�- <br />c cv cm. cv <br />-.•in �y spa aw <br />ua ea ens <br />?" <br />M <br />N <br />O <br />N <br />0 <br />fit ro <br />NO <br />•moo° •' <br />.- <br />�.J <br />rail' ��,a <br />^ <br />h <br />��e". �`.•`df <br />y°°Ou it!� fy{ <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. 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