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3 <br />v <br />•a <br />u� <br />ry <br />CV <br />J <br />N <br />g <br />I <br />N <br />a <br />r- <br />LO <br />Lin <br />t' <br />(n <br />0 <br />J <br />N <br />N <br />(n <br />i"- <br />Q <br />N <br />S <br />9 <br />is <br />LZ <br />0 <br />a <br />i <br />N <br />N <br />N <br />iv <br />0 <br />a <br />M <br />O <br />'4 <br />\ <br />0 <br />0 <br />c <br />d <br />REFER TO SHEET (ST) FOR <br />MORE INFORMATION <br />rMal <br />W, <br />0 <br />c0 <br />00 <br />16 <br />15 <br />2x6 <br />14 SLOPED CEILING <br />TO MAINTAIN 7'-5" <br />13 HEADER HEIGHT <br />12 I U <br />2x8 #2 SYP JOISTS @ LANDING <br />11 @ 16" O.C. w/ SIMPSC N A35 a <br />CLIP OR LUS26 HANGER TO <br />10 LEDGER U <br />I O <br />2xl2 HDR. w/ (3) 2x ST DS AT <br />g "PLYWOOD @ EA. END FOR BEARING <br />LANDING <br />8 STANDARD (3) 2X12 <br />STRINGERS W/ SIMPSON A35 <br />CLIP TO HDR. <br />7 <br />6 1 x TREADS (TYP.) <br />2x8 LEDGER #2 SYP w/ <br />(3) 16d NAILS TO STUD 5 CONT. <br />A& <br />@ 16" O.C. HANDRAIL <br />ti, <br />4\ <br />,3 I <br />THRUST BLOCK SECURED TO <br />REFER TO SHEET (ST) FOR SLAB w/ 1/4"X31/2" TAPCONS <br />MORE INFORMATION @ 16" O.C. <br />J a <br />I I I I <br />I <br />I <br />II J <br />IIcz7 <br />S6 <br />c <br />T <br />TYP @ 2 STORY <br />411 <br />1 5 1 1 1 <br />I9 <br />1 1 <br />L <br />10 <br />r <br />I 1 <br />0 <br />0 <br />11 <br />_ _ <br />11 <br />- - <br />I 1 <br />ROOF G.T. <br />- <br />14 <br />- -isim. <br />LO 4 <br />H2 <br />H3 6 <br />15 <br />II <br />1 <br />LOFT <br />D2 <br />- -_ <br />D2 <br />_ <br />16 <br />OWNERS <br />R.A.G. <br />?6 <br />8'-0" FLAT CLG. 1 <br />CARPET <br />FC03 <br />3'-71" <br />7.1 <br />14'-8" <br />%= <br />4 -01 1 <br />2 <br />8'-0" FLAT CLG. in <br />` <br />I <br />- - - - - - CLJ <br />31_ 11 <br />1-g211 CARP1QW' <br />'-1011 51411 21611 <br />1 <br />DRYER ENT <br />THROUG <br />w/ I <br />3.5" x 5.25" <br />ROOF <br />2868 <br />PL 1.8 E <br />_ - <br />FB = 2900 I <br />u �o <br />'h= <br />to <br />I <br />I <br />LAU N I <br />3 <br />D2 <br />• <br />m- m <br />a I <br />a <br />O <br />. <br />11 CL I li <br />0 FLAT <br />I <br />r <br />I 00 = <br />TILE �j <br />o <br />00 <br />- <br />ro <br />---__ <br />r3t-xQZ 3 �� o� <br />= <br />- <br />------� <br />'O i <br />AT <br />1 <br />I <br />o <br />a <br />I ATTIC I <br />4�rg5 3 I <br />BEDROOM 2 <br />EXT. WALL <br />TO BE 2x4 #2 <br />T <br />24fi8 8'!' <br />FLAT LI <br />C <br />NSON <br />28 8 - <br />8'-0" FLAT CLG. <br />SPF STUD @ <br />BOX <br />CARPET to <br />_ <br />I <br />16" O.C. <br />-.. <br />I <br />HU = <br />oawc <br />w <br />LO <br />N <br />6 <br />iv <br />U.N.O. <br />4 0 <br />5'' 101. ° <br />6'-1 Q 5'-4" 2-4z' u? <br />13'-711 <br />H1 <br />D2 <br />' <br />M <br />- <br />266 <br />r <br />R&S <br />------------- <br />FIBERGLA I LP <br />SURROUN <br />TB <br />- <br />00 <br />a L, -1 <br />2668 <br />60"X36" <br />-----.--- <br />w Z 00 <br />2.31 <br />- <br />SHOWER <br />_ <br />�o w co <br />Z19 <br />�'CD <br />N <br />N <br />M <br />� N <br />f <br />4068 B.F. <br />O <br />N <br />J <br />4068 B.F.- <br />31_ <br />2 <br />S6 <br />N <br />00 <br />^ <br />I <br />I TYP @ 2 STCRY <br />61-521, <br />(cDo tr <br />04 <br />AY" 4'-2 <br />2' <br />- 'i- G <br />0 <br />71 1 /111 r <br />T <br />13'-0" 00 <br />5,51 <br />11'4" <br />I <br />1 <br />ROOF G.T. <br />� <br />1 <br />" <br />GTC3 <br />k <br />TILL= <br />N <br />¢ c�7 <br />N <br />H2 <br />G1 <br />D2 <br />I W.I.C. <br />I <br />I <br />BEDROOM 3 <br />18'-0" FLAT CL <br />. I <br />B <br />DROOM 4 <br />TP <br />8'-0" FLAT CLG. <br />_ <br />_' <br />-_ <br />CARPET <br />C° <br />I <br />I <br />TYP @ 2 STORY <br />8'-0" FLAT CLG. <br />I <br />J <br />CARPET <br />CC <br />L-----EGRESS <br />SURROUN <br />R&S <br />25 SHO 6 <br />H1 D2 <br />TYP @ <br />CORNERS <br />U.N.O. <br />2 'I-, <br />STAIR CALCULATIONS: <br />TOTAL RISE =10'-0 314" <br />(16) RISERS AT 7 9/16" <br />10" TREADS wl 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 />Nosing*: <br />Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than <br />9116 Inch or a bevel not exceeding '/2 inch. A nosing projection not less than 3/4 inch and not more than 1114 <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 />Guam's 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 />anv soffits protected on the enclosed side with 1/2-inch avpsum board. <br />SIN <br />T <br />SIN <br />CONT. HANDRAIL <br />RETURN TO <br />WALL DETAIL. <br />ASCALE: NTS <br />SEE PLAN FOR LANDING DEPTH <br />PLY SHEATHING OVER <br />LANDING ATTACHED PER <br />MIN. (3) 2x STUDS REC'D77 <br />ENERAL F OOR <br />@ END OF LANDING <br />CONSTRUCTION NOTES <br />BELOW HDR. BEAM. <br />= <br />2x8 #2 SYP JOISTS @ LANDING <br />° <br />@ 16"O.C. w/ SIMPSON A35/USP <br />STANDARD 3 2x12 <br />() <br />3 <br />MP34 OR LUS26 HANGER ON <br />STRINGERS w/ <br />EA. SIDE <br />SIMPSON A35/USP <br />MP34 CLIP TO <br />o <br />z <br />MASONRY OR WOOD WALL, <br />FLOOR SYSTEM OR <br />¢ <br />SEE PLAN <br />LANDING FRAMING <br />2x8 #2 SYP (P.T. IF MASONRY <br />(2) 2x MDR. <br />WALL) CONTINUOUS LEDGER <br />REQ'D @ END OF <br />o_ <br />w <br />w/ (3) 16d NAILS @ 16" O.C. MAX. <br />LANDING FOR <br />Lu <br />TO EA. STUD. ((2) 1/4"X3 1/2" <br />STRINGERS TO <br />TITENS @ 16" O.C. MAX. FOR <br />CONNECT TO <br />MASONRY WALL) <br />GENERAL LANDING FRAMING INFO. <br />SCALE: N.T.S. <br />9'-0" MAX LANDING LENGTH <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 />I I8 <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 />20 X 26 <br />18 } X 25 J <br />S.H. <br />13 <br />20 X 381 <br />18 J X 371 <br />S.H. <br />14 <br />20 X 501 <br />18 } X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 4 <br />S.H. <br />16 <br />20X72 <br />18JX71J <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H. <br />11-13 <br />271/4X38} <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 50 1 <br />26 x 50 <br />S.H. <br />1H5 <br />27JX63 <br />26X621/2 <br />S.H. <br />1H6 <br />27JX72 <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 i <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />364 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 4 X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 4 X 71 1/2 <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 } X 25 i <br />S.H. <br />33 <br />54 X 38 } <br />52 J X 37 J <br />S.H. <br />34 <br />54 X 50 J <br />52 } 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 />iCI1T6 <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'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />9'-01, <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" Q.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 />SECOND FLOOR PLAN - ELEV-Al <br />SCALE: %4"=1'-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 1-3/8" 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 />I R302. shall not I to <br />The wall separation provisions of Table 6 s a apply <br />t the adjacent dwelling unit <br />garage walls that are perpendicularo i e g <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 />�A <br />+29.7 / -32.2 <br />�B <br />+29.7 / -39.7 <br />CC <br />+28.3 / -30.8 <br />D <br />+28.3 / -37.0 <br />0E <br />+26.6 / -29.1 <br />( <br />+26.6 / -33.5 <br />G <br />SN SHEET �H SEE SN SHEET <br />i140 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 />WALL LEGEND <br />i111111111I'l111111�111 MASONRY I i i <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 "Al "I <br />FIRST FLOOR LIVING 1093 <br />AREA <br />SECOND FLOOR LIVING 1491 <br />AREA <br />LIVING TOTAL <br />GARAGE <br />FRONT ENTRY <br />TOTALAREA <br />INSULATION REQ. <br />2584 <br />427 <br />35 <br />3046 <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 EAVE) <br />GARAGE SEPARATION <br />(GARAGE I LIVING) <br />R-11/R-13 KRAFT FACED <br />a•� <br />N <br />N <br />O <br />N <br />� <br />dLW <br />C W <br />CD <br />ci a a• o <br />IO V N <br />m <br />N 9 N L <br />N O y <br />N <br />Q N Y <br />CJ <br />N <br />a' C c <br />a z c <br />3 <br />rt, ao .a <br />? er <br />c E <br />O 1 <br />p- U <br />��;a��le1llilt►V N <br />� 0 <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 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 signature and seal, <br />to <br />a <br />N <br />el <br />04 <br />tir <br />Q <br />M LL <br />gLLU- LL <br />_ <br />0. <br />2 a <br />O <br />W <br />R�yco <br />OW <br />A <br />W <br />Z <br />m w <br />co <br />Z <br />u" <br />O ca,CIL 3 <br />W <br />013 <br />C N <br />� - <br />d N <br />V I <br />-_ <br />� - <br />LLJ <br />0 <br />V) <br />S <br />N <br />N <br />c <br />cl�S <br />o <br />w <br />I.L <br />� E <br />�a <br />Q <br />'TN O <br />q � <br />F� <br />�® <br />°�° <br />QU <br />Z <br />ro <br />C/> <br />do <br />bx <br />ms <br />'0 <br />Z <br />� <br />w� <br />sX <br />z o <br />Wr- <br />ao <br />a <br />J <br />�- <br />v <br />Ala <br />° £ <br />O <br />J <br />L0 <br />V <br />$� <br />c <br />F- <br />Ln <br />J <br />T^ <br />T <br />m <br />m <br />LO <br />T <br />� <br />T <br />+ <br />LO <br />.♦r� <br />LL M <br />04 <br />O <br />L.0 <br />0) N <br />04 <br />Q <br />�- <br />m <br />M r <br />Z <br />E Q <br />E <br />:3 <br />c <br />d <br />U <br />JOB <br />NO: <br />23-00524 <br />SCALE : <br />AS NOTED <br />SHEEP NO. <br />1.2 <br />