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L 1 . .. .1..L .11 <br />TYP @ 1 STORY <br />A <br />S3 <br />H.B.T <br />0 <br />I iv <br />w <br />2 <br />2 <br />�� <br />00 <br />----------- <br />0? <br />W <br />E'-0" <br />L <br />I 1 K <br />I I I <br />TIE' <br />b <br />CV Ci <br />15'-8j" <br />to <br />CO <br />I I I I TYP <br />20'-7g" I I @GARAGE <br />5'_0" <br />- <br />O <br />T.Q <br />OPTW <br />o <br />OPENING <br />FAMILY RM <br />D <br />E <br />YRtr <br />2 CAR GARAGE <br />VAULT CLG. <br />8'-0"CLG. <br />A <br />O <br />� CARPET <br />r <br />``� <br />5-SH <br />HANSON BOX <br />I 11 0 <br />10 <br />UT)_ <br />T <br />- <br />--OPT- 't iv <br />16" DEEP 0 <br />@ 36" A.F.F. <br />I I l o <br />REF, t5 <br />=w <br />CD <br />I I I w <br />fc <br />------ <br />I <br />uj <br />EDGE OF SLAB 2" 1 I I > <br />I M =1� <br />BEYOND WALL I 1 10 <br />21.6" <br />I <br />- 20'4g7" I I I coo <br />^�� <br />N <br />1 <br />( <br />10 <br />, I <br />a <br />j <br />fl 1 I I 24"x24" CMU BASE <br />I I I COLUMN w/ (4) #5 <br />S3 <br />1 1 1 I 1 1 <br />CLO. <br />I 9'-6' <br />(VERTICALS <br />GROUT SOLID <br />1 OR <br />1 <br />ED, <br />II <br />O <br />w <br />J I j I I HE GHTj <br />U SYP P <br />9 <br />SLOPE <br />4'-0" CEILWG <br />iI <br />iI <br />R <br />O <br />c <br />2'-6" <br />POST TO SIT <br />N <br />-A RY DIRECTLY IN■o <br />I <br />O <br />1 1 S3 8'-0" CLG. SIMPSON ABU44 <br />BUILDER TO PROVIDE CC I (2 TYP.) <br />PATIO <br />I I;'DW <br />APPLIANCE S3 L ___________ <br />PROTECTION WHEN G.T. - ---- ------ <br />CAFE <br />L�y J <br />REQUIRED PER FBC <br />q <br />N <br />o <br />Oc7• <br />c <br />I I <br />VAULT. CLG <br />o <br />v <br />Kco <br />cO <br />CARPET <br />I <br />S3 <br />7- <br />-11 306876_Oa <br />N <br />M <br />I `r' <br />"' <br />(3) 2x4#2 SPF FOYER O I I <br />w/ DTT2Z I I <br />Eo <br />„-TILE <br />9 -6 CLG.02�68 <br />+4�-O"l <br />0" <br />H AT T-4_ <br />o <br />-i----- <br />R&S ---- - '` <br />a <br />R&S------ <br />--- R&S ----- v=i� w ---------- <br />TYP @ 1 STORY <br />00 W. I. C. 1N <br />`n`r°_� 166 <br />S3 <br />2x4 #2 SPF <br />I DTT2Z <br />W'°`(3) <br />w <br />N AHU 8'-0" CLG. 1 <br />4068 B.F. 4068 B.F. TYP @ 1 STORY <br />~Iw/ <br />CARPET I U)2668 <br />OroOWNERS 8,-2„ <br />O AcD <br />8,_0,, 2,�"4'_2" 8,_�11 S3 � <br />9 <br />BEDROOM M <br />SUITE <br />o 1 <br />8'-0" CLG. <br />8'-0" CLG. r <br />5-SH <br />16" DEEP N <br />CARPET BEDROOM 2 <br />- <br />O T=, <br />CARPET <br />INEN C <br />R o 8'-0" CLG. <br />17 <br />04 �;� <br />I <br />r^ CARPET C O <br />60"x36" <br />N <br />= <br />6� SHOWER <br />� <br />to <br />TIE 2„ <br />151_�, ^ <br />1 <br />8 -5 " TILE V_O" in <br />101� 1 5 11'-Og" _ <br />o0 <br />h <br />- <br />IBERGLAS <br />� <br />4 <br />URROUN <br />T <br />BERGLASS e� ' <br />VC <br />EP]AD <br />o <br />D <br />URROUND i:1 <br />I <br />N <br />H.B. <br />TYP @ 1 STORY 25-SH <br />A <br />S3 qO <br />-2" <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 91 /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 71/4" <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 />'E <br />12 <br />20 X 26 <br />18 J X 25 } <br />S.H. <br />13 <br />20 X 38 j <br />18 } X 37 i <br />S.H. <br />14 <br />20 X 50 j <br />18 } X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 j <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 />1 H5 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />1 H6 <br />27 J X 72 <br />26 X 71 1/2 <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 } X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 j <br />36 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 } X 62 1/2 <br />S.H. <br />26 <br />37JX72 <br />36}X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 } WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 4 X 25 4 <br />S.H. <br />33 <br />54 X 381j <br />52 4 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 J X 62 j <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 />FLOOR PLAN - ELEV-Bl <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 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 />Chapter45 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 />CA <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />GO <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 />F+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 "13111 (TRB) <br />1ST FLOOR LIVING AREA 1555 <br />LIVING TOTAL 1555 <br />GARAGE 408 <br />FRONT ENTRY 42 <br />TOTAL AREA 2005 <br />INSULATION REQ. <br />LOCATION I R-VALUE / TYPE <br />EXT CONC WALL <br />EXT FRAME 2 x 4 <br />EXT FRAME 2 x 6 <br />CONDITIONED CEILING <br />R-4.1 HIGH PERM <br />R-11/R-13 KRAFT FACED <br />R-19 KRAFT FACED <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />F'0WN t <br />4y1`. <br />-SSE <br />" fp % <br />ff��hak0FESS�$ <br />'Imn1I I100 <br />\\ <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 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 />Engineers signature and seal. <br />9) <br />Q <br />�00 <br />p <br />O 88 Nit <br />N <br />O <br />IC-4 <br />N # <br />T �* <br />d! <br />� <br />r'n `� -C,j <br />_j ZZza U. <br />CL <br />Z <br />t W O O <br />.� <br />N f0 m m _jLL <br />= <br />CP <br />U) N° �on <br />N Cl)Z 6 2 J <br />0011130 <br />Ur M <br />z � <br />z � <br />z <br />J <br />a <br />N <br />z 8 <br />4-, <br />0- <br />0 <br />Lu $ <br />CNm., <br />N <br />� � <br />L1J <br />8 <br />L <br />c <br />_. <br />see <br />Cl)z <br />M <br />o <br />< <br />QE <br />wo <br />� <br />E <br />No <br />F- <br />x� <br />a01 <br />�o <br />Uo <br />v <br />o1z <br />N <br />tt1 <br />• r� <br />C <br />-8 <br />o <br />Ou <br />W < <br />z <br />J <br />�b <br />gm <br />W <br />3 <br />>' <br />8 <br />zo <br />° z <br />Uk <br />'yoz <br />z <br />a <br />�r <br />.0- <br />a <br />co <br />v <br />°zlcT3 <br />x <br />2c <br />2 <br />>M <br />L <br />0 <br />LO <br />(0 <br />Q <br />0 <br />F_ <br />^C11 <br />W m <br />(� <br />= <br />� <br />f <br />O <br />Ln <br />Ln <br />Or%, <br />i Lo <br />O <br />T <br />d <br />N <br />m <br />Z <br />T <br />E O <br />d <br />Z <br />'° <br />d <br />E <br />U 0 <br />c <br />JOB <br />NO : <br />20-6221 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />