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3 <br />m <br />n <br />N <br />LO <br />v <br />to <br />Q <br />0 <br />O <br />0 <br />J <br />0 <br />W) <br />0 <br />I <br />x <br />m <br />LO <br />Cr <br />cV <br />CCf <br />v <br />U) <br />O <br />0 <br />J <br />0 <br />00 <br />0 <br />I <br />0 <br />O <br />3 <br />f- <br />Q <br />N <br />v <br />o. <br />F2 <br />N <br />E <br />0 <br />2 <br />v <br />c <br />c <br />J <br />+v <br />LZ <br />V <br />0 <br />UI <br />i <br />a <br />0 <br />U <br />J <br />N <br />Li. <br />N <br />N <br />0 <br />a <br />0 <br />a <br />\ <br />r <br />0 <br />a <br />Mm <br />\_2x6 BEAM <br />SLOPED CEILING <br />TO MAINTAIN T-5" <br />HEADER HEIGHT <br />w <br />U <br />I2x8 #2 SYP JOISTS @ LANDING <br />w@ 16" O.C. w/ SIMPSON A35 <br />J I CLIP CR LUS26 HANGER TO <br />U I LEDGER <br />2x12 H R. w/ (3) 2x STUDS AT <br />EA. END FOR BEARING <br />STANDARD (3) 2X12 <br />STRINGERS W/ SIMPSON A35 <br />CLIP TO HDR. <br />1x TREADS (TYP.) 6 <br />CONT. <br />HANDRAIL 5 <br />�4 <br />Z3 <br />J' <br />2 <br />1 <br />TYP @ 1 <br />CORNERS D2 <br />U.N.O. <br />R&S <br />- - - - - - --- <br />W. I C. <br />3 8'-0" FLAT CLC1. <br />D2 U)l <br />06I <br />i <br />T <br />I <br />I N <br />I <br />TYP @ 2 ST <br />R) <br />I J <br />I S6 <br />I <br />60"X36" <br />SHOWER <br />J- <br />EXT. WALL FIBERGLA <br />TO BE 2x4 #2 SURI OUN <br />SPF STUD j <br />16" O.C. <br />U.N.O. <br />3' <br />6 <br />H3 D2 <br />05 <br />w0 <br />M 0 Q <br />THRUST BLOCK SECURED TO <br />SLAB w/ 1/4"X3 1/2" TAPCONS <br />@ 16" O.C. <br />18'-8" <br />8 <br />121wili,violA 7 <br />2x8 LEDGER #2 SYP w/ <br />(3) 16d NAILS TO STUD <br />@ 16" O.C. <br />16 <br />15 <br />14 <br />13 <br />12 <br />11 <br />10 <br />9 <br />REFER TO SHEET (ST) FOR <br />MORE INFORMATION <br />25 <br />SH <br />6 <br />H1 D6 <br />EGRESS <br />1 <br />I <br />J <br />S6 <br />O <br />o <br />M <br />FIBERGLAS <br />SURROUNS <br />I <br />TYP @ 2 STORY <br />i <br />B <br />DROOM <br />4 <br />tP <br />�- <br />8'-0" FLAT CLG. <br />CARPET <br />3AT- <br />I <br />1 05o <br />I� <br />t <br />_ <br />ROOF G.T. <br />13'-0" <br />" <br />TILE _ <br />_ <br />z' <br />6'-5z' <br />2'-4" _ <br />4'-22„ <br />o <br />-� <br />TB <br />10" <br />4068 B.F. <br />M- - - - - - <br />R&S <br />• <br />�1 V <br />• C• <br />16-8" <br />OWNERS <br />SUITE <br />8'-0" FLAT CLG. <br />- CARPET <br />TYP @ 2 STORY <br />(2 <br />S6 <br />v <br />2'-3" <br />Of <br />2668 <br />0PANI III <br />- r3&'�.22" I <br />1 ATTIc'�> <br />L J .6I m y <br />�i oo 10 <br />I o <br />I <br />10 <br />T-72" <br />v <br />Me <br />LO <br />REFER TO SHEET (ST) FOR <br />MORE INFORMATION <br />3 <br />H' <br />�I <br />O19 <br />o `° <br />BEDROOM 3 I 4 <br />8'-0" FLAT CLG. = �H>2 D2 <br />CARPET od og Cr...... - - W CV <br />0 <br />r <br />STAIR CALCULATIONS: <br />TOTAL RISE = 10'-0 3/4" <br />(16) RISERS AT 7 9/16" <br />10" TREADS w/ 1" NOSING <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 />Nosin s at treads landings and floors of stairways shall have a radius of curvature at the nosing not rater than <br />9 9 Y 9 9e <br />9116 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 direct) above the to riser of the flight to a point direct) <br />9 9. P Y P 9 P Y <br />above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or g a p 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 1114 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 />rIN <br />r <br />rIN <br />CONT. HANDRAIL <br />RETURN TO <br />AWALL DETAIL <br />iSCALE: NTS <br />SEE PLAN FOR LANDING DEPTH <br />r <br />PLY SHEATHING OVER <br />LANDING ATTACHED PER <br />MIN. (3) 2x STUDS REQ'D GENERAL FLOOR <br />FC03 <br />@ END OF LANDING CONSTRUCTION NOTES <br />BELOW HDR. BEAM. <br />3' <br />2" <br />7 3 <br />F 2x8 #2 SYP JOISTS @ LANDING <br />8'-10" <br />STANDARD @ 16"O.C. w/ SIMPSON A35/USP <br />3 ° <br />() 2x12 MP34 OR LUS26 HANGER ON <br />o <br />STRINGERS w/ z EA. SIDE <br />°z <br />SIMPSON A35/USPMP34 <br />4068 B.F. <br />T <br />CLIP TO MASONRY OR WOOD WALL, <br />FLOOR SYSTEM OR O SEE PLAN <br />SIM w/ <br />`l' <br />3 <br />LANDING FRAMING 2x8 #2 SYP (P.T. IF MASONRY <br />------------- <br />D2 3.5" x 5.25" <br />Z WALL) CONTINUOUS LEDGER <br />(2) 2x HDR. d <br />PL 1.8E <br />w/ (3) 16d NAILS @ 16" O.C. MAX. <br />REQ'D @ END OF <br />FB = 2900 <br />w <br />w TO EA. STUD. ((2) 1/4"X3 1/2" <br />LANDING FOR n <br />13'-72' <br />6 <br />D2 <br />STRINGERS TO TITENS @ 16" O.C. MAX. FOR <br />CONNECT TO MASONRY WALL) <br />a:H1 <br />O� <br />BEDROOM 2 0 N <br />8'-0" FLAT CLG. w <br />CARPET <br />761 <br />COO <br />GENERAL LANDING FRAMING INFO. <br />L_� <br />I <br />I <br />I <br />SCALE: N.T.S. 9'-0" MAX LANDING LENGTH <br />I <br />I <br />00 <br />I � <br />1 ' <br />I I <br />a <br />LN <br />LOFT <br />8'-0" FLAT CLG. <br />CARPET - <br />IL <br />H8 6 <br />2:D2 <br />O J. <br />CV <br />TYP @ 2 STORY <br />rT11\ <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) - 1 314" 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 />O <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 />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18X25 <br />S.H. <br />13 <br />X38J <br />18 'X 37 <br />S.H.20 <br />14 <br />20 X 501 <br />18 4 X 50 <br />S. H. <br />15 <br />20 X 63 <br />18 4 X 62 4 <br />S.H. <br />16 <br />20X72 <br />184X71J <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H. <br />1 H3 <br />27 1/4 X 38 $ <br />26 x 37 <br />S.H. <br />1 H4 <br />27 J X 50 a <br />26 x 50 <br />S.H. <br />1115 <br />27 JX 63 <br />26 X 62 1/2 <br />S.H. <br />11­16 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 J X 37 3/4 <br />S. H. <br />24 <br />37 J X 50 i <br />36 4 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 J X 62 1/2 <br />S.H. <br />26 <br />37JX72 <br />36JX711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 4 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 J <br />S.H. <br />33 <br />54X38J <br />524X37iq <br />S.H. <br />34 <br />54 X 50 J <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 J X 71 J <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 />unr <br />RFV 1n 1 9n ( AR <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />8'-0" <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 />H <br />SPF #2 <br />>9'-0" <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 15/32" EXPOSURE 1 OR EQUIVALENT. <br />REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - <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 classi 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 />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />DA <br />+29.7 / -32.2 <br />B <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />© <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />�G <br />SEE SN SHEET HO 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 />WALL LEGEND <br />MASONRY HGT. @ 8'-8" A.F.F. <br />TYP, 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />SYSTEM <br />AREA TABULATION 1113 <br />111 <br />FIRST FLOOR LIVING <br />AREA <br />SECOND FLOOR LIVING <br />AREA <br />LIVING TOTAL <br />GARAGE <br />FRONT ENTRY <br />TOTALAREA <br />1093 <br />1489 <br />2582 <br />427 <br />35 <br />3044 <br />INSULATION REQ. <br />1 <br />8 LOCATION R-VALUE / TYPE <br />-0" EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />SECOND FLOOR PLAN ELEV g 1 EXT FRAME 2 x 6 R-1R-3 KRAFT FACED <br />CONDITIONED CEILING 0 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/13-13 KRAFT FACED <br />SCALE: %4"=1 r-0" (GARAGE / LIVING) <br />N <br />cue <br />� <br />c� <br />� W , <br />fO co > <br />C31u- <br />`n as o <br />cv G <br />9 r <br />z �' •3 w <br />c E <br />o <br />J <br />0 <br />t/tt/z/ <br />t�Sjfit�tt111111 <br />=" CJ o <br />•�" <br />r a ti <br />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 <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W d E <br />o <br />8 <br />e+ <br />V C5 N <br />Q <br />�n°°w m <br />fA ENO J <br />ry <br />ej ('7 •� � � <br />isi/iCL <br />�6 LL LL w <br />J <br />Z, Y <br />a 0) <br />z <br />It E � m 3:0 <br />yW m w <br />i coLo 0 Q J <br />LL <br />N OU 5 L) <br />W El El <br />z N ch <br />o <br />z C>z <br />iz � <br />Q Q <br />J <br />l/) z v <br />(D o <br />Id <br />4--J� Id <br />� A <br />U <br />0 g <br />JIM <br />W p <br />�.r N <br />�- rn <br />U � <br />I <br />zip. <br />W <br />MEML <br />F - _ E <br />- MIwo 8 <br />0 <br />c <br />_0 <br />n <br />4 <br />I� <br />o <br />w <br />M <br />M <br />¢ <br />o <br />Z <br />Q <br />r_ <br />9 E <br />E 8 <br />WO <br />o� <br />Zo <br /><� <br />ZB <br />I- <br />X U <br />U <br />�U <br />p <br />0 <br />-73Pa< <br />O <br />CV � <br />WO <br /><o <br />wz <br />f1 � <br />W� <br />. N <br />C <br />z <br />x <br />m0 <br />Z' <br />Z(j <br />N <br />N -r <br />m <br />Z <br /><w <br />.z <br />N <br />R <br />oa <br />z <br />-0 <br />m w <br />oLL <br />�W <br />ti3 <br />C7� <br />�O <br />o <br />Ir <br />m <br />z< <br />a <br />003 <br />y O <br />I..V <br />LO <br />`n <br />Ca <br />Ca <br />H <br />CD <br />T <br />J O <br />O <br />Y <br />M <br />W <br />al <br />L0 <br />4-1 <br />0) <br />Lid ( <br />-� N <br />o <br />LO <br />N <br />N <br />Q T <br />r <br />m <br />y'_ \ <br />Q <br />o <br />Z <br />r �'CU <br />C <br />U J Q (] <br />J <br />JOB <br />NO: 22-08309 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 . <br />u <br />t9 5 <br />