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3 <br />v <br />m <br />LO <br />N <br />c <br />v <br />v <br />0 <br />v <br />TYP @ 2 STORY <br />J <br />S6 <br />H.B.t <br />1 <br />(3) 2X4 #2 SPF W/ (3)16d g <br />TOENAILS @ BASE ___7 <br />C <br />q <br />E]PAD AC PAD <br />UP <br />16R <br />1 <br />I <br />I I I <br />I (IGS <br />I I I <br />6 It 9 <br />S6 <br />TYP @ 2 STORY <br />I <br />2 <br />I I I <br />3 4 <br />5 <br />-IG <br />10 <br />0D <br />- - - FLOOR G.T. <br />I <br />is <br />FAMILY ROOM <br />42"SLOPI <br />HALF WA\� <br />(3) 2X4 *2 <br />11_ <br />12 �q,, <br />- -- <br />O <br />L6 A <br />i" <br />8'-8" FLAT CLG. `Q <br />W/ (3)16d <br />TOENAILS <br />TI E <br />8'-8' FLNT G. <br />CARPET ^ <br />BASE <br />FLEX <br />O, <br />Cl) <br />G <br />S3 <br />0 <br />CIS!00 FL O G. <br />8'-8" FLAT CLG. <br />CARPET <br />PLUMBING LINE 4'-0" <br />TO SECOND <br />(2) #5'S <br />X6 WALL 5-SH <br />FLOOR <br />1 " DEEP r <br />- - - - - - - - - - - <br />c <br />in <br />2068 B7�.F. <br />' <br />3'-8" 3'-8" 3'-6" <br />- - - HDR AT 7'-4" - - - - - - - <br />6'-0" NTRY <br />in <br />N <br />8'-8' T CLr�. <br />LA <br />_ <br />J <br />S6 <br />H H H <br />C7 C71 C7 r <br />FOYER <br />q <br />rn <br />o <br />r- <br />B I <br />TYP @ 2 STORY <br />(3) 2X4 #2 SPF W/ <br />(3)16d TOENAILS @ <br />BASE <br />OAPPLIANCE <br />E DINING R 00 M <br />PATIO 8'-8" FLAT CLG. <br />Ix � <br />p p <br />OI $ OI <br />u_ U- <br />W.H. <br />(3) 2X4 #2 SPF WI <br />TOENAILS <br />2'-6" BUILDER TO PROVIDEI <br />PROTECTION <br />WHEN REQUIRED PER FBC <br />8'-8" FLAT CLG. <br />TILE <br />3068 <br />I <br />I <br />'-0"(3)16d <br />�4 <br />2 #5'S N <br />( ) <br />q <br />N@BASE <br />- <br />q <br />(3) 2X4 #2 SVW1 <br />(3)16d TOE4'-0" <br />@ BASE <br />---- <br />I <br />I I <br />I <br />I <br />CARPET <br />2 CAR GARAGE <br />8'-8" FLAT CLG. AFF <br />I I <br />I <br />6-2" 6'-6" <br />4'-10" 20'-6" <br />I I <br />I <br />�q <br />80 <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />CC <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />III <br />I <br />I <br />I <br />I <br />I <br />; <br />I <br />I <br />I <br />III <br />0 I <br />1 o <br />I 1 <br />10 I> <br />10 10 <br />I CD <br />; 10 <br />I I_j <br />I lu_ <br />I 10 <br />z <br />I1 <br />III <br />N <br />j <br />I3 <br />I ICI <br />I <br />n n <br />L----------J <br />L - - - - - - - - - -- 3 <br />36 <br />04 <br />3 <br />KITCHEN <br />8'-8" FLAT CLG. <br />TILE <br />H1 <br />2868 <br />Hq <br />REF. <br />2668 B.F <br />PANTRY <br />16" <br />2x6 WALL <br />D <br />S3 <br />------------ <br />LL <br />24 <br />24 <br />OPT <br />C14 <br />I <br />I <br />I <br />iv <br />iv <br />(4 <br />S6 TYP @ 2 STORY <br />M-11111» <br />H.B. T <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <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=2600 PSI <br />H6 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2600 PSI <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2600 PSI <br />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2600 PSI <br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <br />R.A.G. FLITCH PLATE 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 J X 25 1 <br />S.H. <br />13 <br />20X38j <br />18}X37i <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 6P 1 <br />S.H. <br />16 <br />20X72 <br />18}X71} <br />S.H. <br />11­12 <br />271/4X26 <br />26X254 <br />S.H. <br />1H3 <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 />27 X63 <br />26X621/2 <br />S.H. <br />1H6 <br />27 X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 J X 251/2 <br />S.H. <br />23 <br />37 } X 38 j <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 1 <br />36 J X 50 <br />S.H. <br />25 <br />37 X63 <br />36}X621/2 <br />S.H. <br />26 <br />37 X72 <br />36}X711/2 <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 4 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 <br />52 j X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 j X 62 j <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 />WA <br />S.H. <br />DOUBLE 39X59 <br />79 X 59 <br />N/A <br />S.H. <br />FIRST FLOOR PLAN - B1 <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. Openings from a private garage <br />directly into a room used for sleeping purposes shall not be <br />permitted. Door between garage and residence shall be equipped <br />with solid doors not less than 1 3/8" in thickness, solid or <br />honeycomb -core steel doors not less than 1 3/8" thick, or <br />20-minute fire -rated doors. <br />R302.5.2 Duct Penetration. Ducts in the garage and ducts <br />penetrating the walls or ceilings separating the dwelling from the <br />garage shall be constructed of a minimum No. 26 gage (0.48 mm) <br />sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl <br />duct board, or other approved material and shall have no openings <br />into the garage. <br />R302.5.3 Other Penetrations. Penetrations through the separation <br />required in Section R302.6 shall be protected as required by <br />section R302.11, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated from the dwelling as per the <br />following: <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 112" 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, Section R4501.17.1.9 <br />All doors and windows providing direct access from the home to <br />the pool shall be equipped with an exit alarm complying with UL <br />2017 that has a minimum sound pressure rating of 85 db at 10 <br />feet. Any deactivation switch shall be located at least 54 inches <br />above the threshold of the access. Separate alarms are not <br />required for each door or window if sensors wired to a central <br />alarm sound when contact is broken at any opening. <br />M1507.2 Recirculation of Air. <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />recirculated within a residence or to another dwelling unit and shall <br />be exhausted directly to the outdoors. Exhaust air from bathrooms <br />and toilet rooms shall not discharge into an attic, crawl space or <br />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 />AO <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />CD <br />+28.3 / -36.4 <br />UE <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />O <br />SEE SN SHEET O 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 />+34.0 / -44.8 <br />WALL LEGEND <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 1181" <br />FIRST FLOOR LIVING 1093 <br />AREA <br />SECOND FLOOR LIVING 1489 <br />AREA <br />LIVING TOTAL 2582 <br />GARAGE 427 <br />FRONT ENTRY 35 <br />TOTAL AREA 3044 <br />INSULATION REQ. <br />LOCATION I 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 />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />H t � u t u l ►�r��� <br />yea;tt� <br />� <br />• V� <br />• _j <br />' t <br />_ <br />4�111 O F' E S SN O `1�e`��� <br />P{,R <br />rutllllst� <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 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />� <br />a PIN <br />c m � <br />Q N <br />rZ C N <br />0 <br />Lo <br />C+ b LL lJL <br />N <br />1D jR _ # W <br />tli <br />, r' LLaa <br />Nyt°I, <br />0 <br />0 <br />4 c a W O <br />Q Z 0 Y <br />Z <br />v(0rn OXt- <br />�_j <br />�i <br />W <br />O <br />Cm � <br />a8LE� <br />=co�CL <br />a <br />NM<0O_j <br />R� <br />Z cv <br />z <br />g <br />r - <br />N <br />z <br />V <br />Oon <br />LU <br />�N <br />c <br />� E <br />8 <br />c¢ <br />0 <br />`It <br />M <br />w <br />LL <br />E <br />O <br />o <br />�R <br />Z <br />z0 <br />Q <br />Z <br />O <br />V <br />!f6 n' <br />WW <br /><z <br />oa <br />w ¢ <br />R) U <br />U.)� <br />mo <br />z <br />(n <br />W ai <br />4 W <br />3 <br />~� <br />$ <br />Z <br />o <br />WZ <br />W <br />U <br />�o <br />LL <br />w <br />�k <br />J <br />t0 <br />o w <br />>� <br />d <br />z°d <br />0. <br />03 <br />�L <br />J <br />c� <br />' <br />T <br />0) <br />co <br />-' <br />N <br />Q <br />v <br />O <br />Cj_ <br />C <br />a <br />(O <br />r__ <br />L J <br />V! <br />T <br />.� <br />2 <br />Z <br />C)N <br />r <br />c ; <br />E <br />N <br />C,)a <br />y <br />z <br />z <br />E <br />o <br />LD r <br />c <br />a <br />U � <br />Q p <br />JOB <br />NO: <br />20-0559 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.0 <br />