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I <br />55'-10" <br />A <br />I I R&S <br />5-SH ---- ---- <br />-° • _- BUILDER TO IIIi I_--------__ <br />6"DP� PROVIDE Mp APPLIANCE iIII <br />TYP @K <br />)GARAGE <br />WHEN REQUIRED S4OPENINGN WPROTECTION <br />B. 26OWNER'S SUITE PER BC <br />60 <br />CARPET -- --- -TIE __ CARPET ^� c, 2 CAR GARAGE I I I <br />0o I I I I <br />Icv t_- 8'-0" CLG. , <br />Oc�w� 17'-8" *- - - - _1 - I 7,_8„ 20-0j" <br />�M W - y. -. _ - 2668 I � <br />rLFIB2 6_ HANSON I O BOX @ 36"EDGE OF SLAB 2"_-- - _ i- - A.F.F. BEYOND WALL60"x36" _ __ DRYER VENTHOWER THRU ROO I >3 (3) 2x4 #2 SPF wl G So04 DTT2Z @ BASE OU D - 11 1 1 I co <br />T 11 1 1 I I I I <br />TYP @ 1 STORY <br />5'-118" 4'_0" i -� - PT W OPT. D I �i v l I I I I <br />A <br />S3 I IIx - I NOTE: FINISHED I I <br />WALLS TO BE I I I <br />AHU I FLUSH. VERIFY IN <br />C71 I is $'- I I FIELD. I I <br />-JT -- - ----- ----- <br />I <br />-- - S3 (3) 2x4 #2 SPF w/ S3 S3 <br />rO2811 i8 DTT2Z @ BASE <br />4 � FAMILY R M R.A.G. <br />v -- __ <br />OC 2.12 VAULTED CLG. I - - <br />9'-4" CLG. <br />nn <br />u io I CARPET I--- <br />3068 <br />I <br />!• 1 <br />9'41'CLI ENTRY <br />-- TILE,' <br />.- I <br />23'-8" LO T-10" 7'-8" 10'-10$'8'-0" CLG. <br />I I HDR AT T-4" I <br />------- <br />I r` - n 2668 i!i° 2668 - R&S <br />R&S 00 <br />4'-0" 11'-7�' I V-10" N 4'-7" 8'-8" N 5'-4" �'' 14'-6„ 5,4„ Cl) c., 7,_6„ <br />I I <br />5068 B.F. 4068 B. F. <br />OPT. <br />______________ REF. c coOO=a _z _ s <br />I - --�- - --�- BEDROOM 2 M N �° z.l` <br />- -- - <br />PATIO CAFE F-- V-0"CLG. �� J _ ° <br />+--I--- BEDROOM 3 BEDROOM 4 =� <br />VAULT. CLG. o o I CARPET A1TF� I w <br />N I D.W. �O I 8'-0"CLG. 8-0 CLG. <br />oQ O CARPET 7 Q J 'L _ u- e s I - <br />- �°° I - G. ` CARPET c7 <br />C / I N > V SI K wr ISP �? CARPET I ILE 2" ' w <br />- - . <br />--�._ <br />/ 21'-2" 2,_ " 2, 10,�„ 10'-4" 2' 4' 15'-3 „ 11'-0" <br />ULIF. G --� - ..._ _ li ca <br />�.__ TIE e tri <br />oo i _ _._. -I ev - PANT a IBr- - TYP @ 1 <br />N - 8'_D Xw r d I STORY <br />/ I <br />/ w x FLAT L �'c`.o A <br />/ I FIBERGLASS I <br />v TUJ <br />AC PAD /i� - - - - - - 5-SH r I SURROUND • S3 <br />/ I : O O : 16" DEEP ( M <br />H B E2GRESS EGRESS <br />O 3 0 <br />fV <br />q <br />HEADER SCHEDULE <br />HEADER SIZE <br />REMARKS <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />r <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <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=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 />20X26 <br />18JX254 <br />S.H. <br />13 <br />20 X 381 <br />18 4 X 371 <br />S.H. <br />14 <br />20 X 501 <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 } X 62 } <br />S.H. <br />16 <br />20 X 72 <br />18 4 X 71 j <br />S.H. <br />11­12 <br />271/4X26 <br />26X25 <br />S.H. <br />1H3 <br />271/4X38 <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 501 <br />26 x 50 <br />S.H. <br />i H5 <br />271 X 63 <br />26 X 62 1/2 <br />S.H. <br />iH6 <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 X 38 <br />36 } X 37 3/4 <br />S.H. <br />24 <br />37 X 50 <br />36 j X 50 <br />S.H. <br />25 <br />37 X 63 <br />36 # X 62 1/2 <br />S.H. <br />26 <br />37 X 72 <br />36 } 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 254 <br />S.H. <br />33 <br />54 X 381 <br />52 j X 371 <br />S.H. <br />34 <br />54 X 501 <br />52 } X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 624 <br />S.H. <br />36 <br />54 X 72 <br />52 J 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 />ETIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <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 1 318" 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 />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 />rA <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />+28.3 / -36.4 <br />DE <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <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 +34.0 / -44.8 <br />WALL LEGEND <br />MASONRY HGT. @ 8'4" 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 "A1" (TRA) <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 20 <br />TOTAL AREA 2372 <br />INSULATION REQ. <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 />FLOOR PLAN ELEV-Al <br />EXT FRAME 2 x 6 <br />R-1KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />�/ <br />SCALE: v4 "-1 r-Crr <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />-0 W N f <br />1 <br />r <br />_w 'V <br />•J <br />Q <br />�0 �i <br />o the best of the Engineers knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 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 />0 <br />s <br />g <br />Ow <br />n LLLL <br />u-a <br />y9 J M <br />LL LL 1 a <br />Z <br />g <br />iC 0�io <br />C <br />of <br />W <br />IL <br />§ tit <br />o <br />2 04 8 _j <br />= <br />WOct <br />I`_ _j <br />❑❑❑ <br />z 2V <br />Z� <br />z � <br />N <br />N <br />z <br />OC� <br />� <br />'LLJ <br />N <br />O <br />"' <br />cN <br />v N <br />N <br />c m <br />L_ <br />U <br />c <br />0 <br />r_ <br />M <br />_j <br />E E <br />� <br />p <br />=p <br />;� <br />as <br />22Z <br />G <br />_® <br />Q <br />cc <br />Z <br />g E <br />`S <br />Mn <br />�2 <br />z <br />COC <br />) <br />Y <br />iT3 <br />LL <br />W <br />T <br />_� <br />Uj <br />�g <br />z� <br />.2M <br />� <br />C, <br />T <br />.� <br />co <br />I..L <br />-' <br />F <br />co <br />co <br />� <br />2 <br />d" <br />r <br />NO <br />0) <br />r <br />W <br />c) t <br />Z <br />T <br />E 0 <br />04 <br />w <br />o <br />Z <br />m <br />a <br />E <br />U � <br />wl <br />Q 0 <br />JOB <br />NO: <br />20-8072 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />