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3 <br />2 <br />m <br />rn <br />L0 <br />v <br />X <br />O <br />J <br />N <br />O <br />I <br />N <br />x <br />m <br />rn <br />L0 <br />L <br />7 <br />0 <br />0 <br />cc <br />I <br />N <br />Lo <br />rr <br />V) <br />.o <br />o+ <br />3 <br />Q <br />rM <br />0 <br />0 <br />E <br />49 <br />1-2 <br />0 <br />J <br />LZ <br />v <br />0 <br />UI <br />0 <br />a <br />a <br />0 <br />v <br />0 <br />J <br />N <br />ET_ <br />M <br />O <br />p <br />pn <br />0 <br />0 <br />a <br />N <br />N <br />n <br />M <br />0 <br />0 <br />W <br />a <br />r <br />m <br />v <br />N <br />c <br />c <br />d <br />65'-0" <br />55-10" <br />15'-0" <br />VERIFY METER <br />A LOCATION WITH 3'-0" <br />S3 BUILDER H.B. <br />V-7" T-7" <br />3' <br />V-4" <br />op <br />. <br />5-SH <br />6" DP:- <br />--__ R&S ---- <br />T VERIFY LOCATION <br />- - - - - - - - - - - - <br />LINEN00 <br />N ELECTRICAL PANEL <br />II <br />SUITE <br />0. BATc <br />W.I.C. <br />BUILDER TO PROVIDE <br />PLIANCE PROTECTION <br />6" APOWNER'S <br />II <br />II <br />S4GTYAP AGE <br />OPENING <br />TB cn <br />s'-o° CLG. � <br />8 -0 CLG. <br />'TILE <br />8 -0' CLG. <br />WHEN REQUIRED PER FBC <br />I <br />I <br />I <br />I <br />I <br />I <br />CARPET <br />CARPET ;L <br />2 CAR GARAGE <br />_� <br />OL6 <br />I T <br />1 T-8" <br />o <br />'-10" 3'-0" <br />T <br />T-8" <br />Ca <br />m <br />8'-0" CLG. <br />20'-Og„ <br />I <br />I <br />I <br />lyg,d <br />I <br />� <br />`�'Er <br />w <br />I <br />5'-3"' 82" T-10" <br />2668 <br />I O I <br />2868 <br />HANSON <br />I o I <br />I <br />o <br />BOX @ 36" <br />EDGE OF SLAB 2" <br />I 0 1 <br />1 <br />0 <br />`r <br />' <br />A.F.F. <br />BEYOND WALL <br />L9ocliY <br />i O = i <br />i <br />it <br />c00 <br />K <br />w I <br />I <br />60"x36" <br />N <br />SHOWERI. <br />HRU ROO <br />I <br />I >00 <br />I <br />0000 3 1 <br />(3) 2x4 #2 SPF w/ FIBERGLASSCN <br />DTT2Z @ BASE RROU <br />D <br />I l l I <br />I o I <br />I <br />TP <br />TYP @ 1 STORY <br />5'-11on <br />$' I <br />4'-0" <br />L)UI <br />I I <br />I <br />S3 <br />I/X <br />NOTE: FINISHED <br />WALLS TO BE <br />AT <br />LAU N . <br />Q �) <br />I <br />I <br />AHU <br />F <br />I FLUSH. VERIFY IN I <br />I <br />H <br />io <br />8'-0 CLG. <br />1 FIELD. I <br />I <br />�I <br />h� TILE <br />--D --- ----- <br />rLr° <br />K <br />C <br />1 <br />in <br />��2868 <br />S3 (3) 2x4 #2 SPF w/ <br />3 3 G.T. <br />g6 <br />DTT2Z @ BASE <br />_ <br />I <br />; FAMILY R M <br />R.A.G. <br />c <br />O <br />2:12 VAULTED CLG. <br />9 -4 CLG. <br />I I <br />N <br />CARPET <br />FOYER <br />3068 <br />I I <br />^, <br />9'-4" <br />CLG. O <br />' I <br />ENTRY <br />23'-8" in <br />T-10" <br />T-8" <br />10'-108 in <br />TILE <br />5'" 6" 78' 3" <br />I I <br />8'-0" CLG. <br />cr? <br />;t <br />I <br />I <br />HDR AT 7'-4" <br />------- <br />1 I <br />I I <br />- R&S ^ 2668 - - - - - - - ib°° <br />-------------- - <br />2668 r �� R&S <br />r ----------- <br />4'-0" <br />11'-7-" <br />a <br />6'-10" N <br />4'-7" 8'-8" N 5'-4° `' <br />14'-6" 5'-4" �'' "' I T-6" <br />I <br />5068 B.F. <br />14068 B.F. <br />;n <br />I <br />OPT <br />O <br />I o <br />---------------- <br />---- <br />.I <br />REF.I- BEDROOM <br />q <br />2 <br />( = Z <br />co Fn W cos �s8 <br />N <br />I <br />PATIO CAFE <br />_____________= o <br />zo <br />8'-o CLG. <br />�� J 8 0 <br />® <br />�W � <br />�' LU <br />I <br />BEDROOM 3 <br />BEDR OM 4 <br />u)w <br />- <br />VAULT. CLG. �� <br />_ I D W. °O °O o <br />N D d :, <br />I CARPET <br />I = <br />8'-0" CLG. <br />BAH <br />8'-0" CLG. <br />I <br />W <br />o <br />00 � CARPET <br />1!) O 00 i t <br />Q _j 'L _ 24 - J 8 <br />CN> c� SINK DISP <br />b°° <br />I T <br />CARPET <br />- <br />1 8'-0" CLG. r <br />1 TILE <br />CA PET <br />T <br />i <br />w/ <br />21'-2" <br />2 2 <br />2 I 10'-4" r <br />10.-2,' <br />2" <br />2, 4 I 5'-32" <br />min <br />VAULT. CLG. <br />0 ' <br />U.:1 <br />� TP <br />100 <br />TILE N <br />`L�6PANTRY a <br />r <br />00 <br />I TB <br />TYP @ 1 L, <br />i <br />RANGE `" <br />8'-0" �w <br />I <br />STORY ;. <br />AC PAD <br />36-- <br />FLAT CL . U')= <br />�f <br />FIBERGLASSC? <br />_-3 <br />OO- <br />I SURROUND <br />co <br />I <br />SA3 <br />_ <br />16" DEEP <br />I <br />H.B+ <br />4�1 <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 11 114 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 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 />18JX25 <br />S.H. <br />13 <br />20X381 <br />18JX371 <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 />184X714 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H. <br />11­13 <br />271/4X38J <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <br />26X621/2 <br />S.H. <br />11­16 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 } X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 4 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 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 4 <br />S.H. <br />33 <br />54 X 38 J <br />521 X 371 <br />S.H. <br />34 <br />54 X 501 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />524 X 62 } <br />S.H. <br />36 <br />54 X 72 <br />52 } X 714 <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 />aTIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <br />(-,Pn4?ral Nntac <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. Ed. or <br />equivalent applied to garage side. <br />• From Habitable Rooms Above Garage - Not Less than 518" <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 />M 1507.2 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 />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />rA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />O <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />OG <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 />WALL LEGEND <br />11111111111111111 • - <br />TYP. 2x FRAME WALL <br />IIIIIIIIIIiIII BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />EGRESS EGRESS ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />A REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />pD S3 O SYSTEM <br />AREA TABULATION 11131" <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />ENTRY 24 <br />TOTAL AREA 2376 <br />PATIO 23 <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONIC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />PLAN <br />- <br />EXT FRAME 2 x 6 <br />R-1KRAFT FACED <br />FLOOR <br />ELEV-B1 <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />I GARAGE SEPARATION IR-11/R-13 KRAFT FACED <br />SCALE: %4"=1 r-0° (GARAGE / LIVING) <br />a'7 <br />ALM <br />0 <br />ter <br />r' <br />C <br />0 <br />C**d J • <br />o <br />dLU <br />alt <br />> W <br />=o <br />6 a� M <br />C L.) cc N <br />_ m x <br />. N cc C <br />y N <br />N O �p <br />Q � N Y <br />CL) <br />C2'= W <br />61 i Q <br />Ci <br />� 3 � <br />o u a) <br />c o <br />N Q. 37 <br />c E <br />c o <br />a � <br />M <br />0 <br />CV <br />0 <br />0 <br />`y%y^114111�;^� <br />' <br />M <br />o <br />•� <br />�`%' �7750 <br />13 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and spedfications contained within these <br />drawings comply with the 2020 <br />Florida Building Code <br />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />W <br />Q <br />d E <br />QQ O N <br />p N u N n Q <br />N O C <br />Y 07 J <br />W <br />M <br />wn,E_0 L w <br />a a <br />a <br />yMv w <br />J LL LL a?� U' - <br />*3 2 <br />Z <br />L c0 V 0 <br />L T Q It Q <br />4:5 'fON�2 m LU <br />W <br />J <br />8� Izz Z <br />W <br />Z <br />, <br />L N Z L) x <br />M <br />;^ <br />Z <br />N U U) H <br />U ❑❑❑ <br />W <br />Cz oni <br />N M <br />z�N <br />O <br />z � � <br />Q <br />J_ <br />r <br />M <br />N <br />z <br />C� o <br />I ' <br />LL <br />j� <br />fC5 W <br />0 <br />�N <br />w o <br />L N <br />r <br />(� <br />f- to <br />U d <br />- E <br />° 8 <br />All <br />L) 0 <br />Q <br />-o <br />N <br />I� <br />o <br />w <br />M <br />M <br />J <br />N ¢ <br />Z <br />< <br />� <br />LL <br />Cd E <br />z o <br />�O <br />» <br />QN <br />d <br />E= V <br />o a <br />F-- ro <br />� � <br />� o <br />V <br />a¢ <br />da <br />oz <br />wz <br />z <br />ro <br />t <br />wg <br />Cn <br /><o <br />m� <br />o� <br />z�C <br />m J <br />OV=� <br />wa <br /><m <br />aw <br />ZZ <br />op <br />ao <br />W <br />cn <br />T3 <br />o <br />wLL <br />�_ <br />'0 <br />a� <br />-.4-0l1 <br />aF <br />o 3 <br />C <br />2 CD <br />E <br />L ! <br />1^ <br />Y! <br />a2 <br />tm <br />E! <br />�1 <br />Q <br />U <br />� <br />� <br />N <br />:3 <br />0, CD <br />O <br />Y <br />c� <br />M <br />m <br />L <br />Li / <br />LO <br />r <br />� <br />QI <br />p <br />m N <br />0 <br />O <br />T <br />LL <br />N <br />0) <br />C <br />Ln <br />r- <br />Q <br />CV) <br />T <br />co <br />E <br />c N <br />M <br />�; <br />Z <br />cc <br />z <br />� <br />E O <br />Co <br />CID <br />ti <br />E <br />U J <br />'a0 <br />J <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />