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APPLIANCE I I I�OPENING <br />TYP @ <br />p PROTECTION I I IGARAGE <br />OWNERS SUITE B t WHEN REQUIRED I I I <br />I 'W,I,C, 2 6 PER FBCzo I I I I <br />■ - <br />°' 8'-0° CLG. - -� s'-o" CLG. o2 CAR GARAGE CARPET TIE 1 - CARPET _T I I <br />A �w 1T-8" I ci I 1 - 7 s„ r 8'-0" CLG. 20'-Og„ I I 178„I <br />"'w _ - - - 2668 <br />2 I I 0 I I <br />HANSON I ❑ I I <br />a BOX @ 36" EDGE OF SLAB 2" I I ❑ I I O <br />BEYOND WALL I Q I I <br />A.F.F. �in I O 2 I I io <br />cc <br />60"x36" DRYER VENT 0) I w I I <br />N SHOWER THRU ROO S3 I >00 <br />I I <br />00 S3 (3) 2x4 #2 SPF w/ FIBERGLASS " &S A I 1 X I I <br />DTT2Z @ BASE RROU D I l l I I I I <br />T I I <br />T <br />TYP @ 1 STORY <br />4'-0" 1 PT W OPT. D I M I I I I I <br />A 1 IPL) <br />IIX - I NOTE: FINISHED I <br />1 VLo Q QII WALLS TO BE I I <br />71 AHU N L I FLUSH. VERIFY IN I I <br />7 F7 1 co i'-c I I FIELD. I I <br />r I ^TILE <br />K CC -D - - - - - - - - 1 50 <br />S3 (3) 2x4 #2 SPF w/ S3 T <br />1 68 8 DTT2Z @ BASE S3 <br />0 <br />L ' I FAMILY R M R.A.G. <br />OM 2:12 VAULTED CLG. 1 <br />N � I 9'-4" CLG. I <br />o CARPET 3068 <br />I I ih� 9'-4' CL ' ENTRY <br />23'-8" T-10" 7'-8" 10'-1 8 in 13" 4' 4 I 8'-0" CLG. d <br />I 1 <br />I 1 <br />HDR AT T-4" <br />R&S - R&S <br />_ uNao <br />i�--------------- i2668 ib°' 2668 r------------ N <br />4'-0" 1 V-7$" 6'-10" N 4,-7" 8'-s" iv 5'-4" cO 14'-6" 5-4" co I N 7'-6" <br />I I in <br />5068 B.F. 4068 B.F. <br />I _ _ <br />OPT. <br />I o 00 <br />I �' -- o ---=__=====� o = REF. r- BEDROOM 2 M L Z <br />° U0° <br />PATIO CAFE r 8'-0"CLG. N =� o <br />VAULT. CLG. �/ ~ 1 1M <br />Co I CARPET BEDROOM 3 BEDROOM 4 <br />c� i :D I D.W. I I " IATH I 8'-0" CLG. cnw6crr <br />b0 r J 2418 .3 I 8'-0 CLG. COSY A � <br />O 00 CARPET , 1 N> U L- I b CARPET I - CARPET chw O <br />o/ SI K wl ISP I T I ILE 2" T r <br />- - --- <br />'n i 21'-2" �2'-2" 2, 10'.4" r 10'-41' 2 4' I - 5'-3 <br />/ 100 � g m <br />i TIE <br />■ i�/N- �PANTRY W T i TYP @ 1 <br />+ STORY <br />I <br />�� FLAT C$L �,� � A <br />ih M 3e i:o I FIBERGLASS I <br />v EPAD /�i ------ ---i5-SH f I SURROUND °� S3 <br />O 16" DEEP I r' <br />H B EGRESS (i) EGRESS <br />O O <br />29' <br />15-10" <br />19'-6" <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=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 />18jX25j <br />S.H. <br />13 <br />20X38j <br />184X37j <br />S.H. <br />14 <br />20 X 501 <br />18 2'X 50 <br />S.H. <br />15 <br />20X63 <br />18JX62j <br />S.H. <br />16 <br />20 X 72 <br />18 j X 71' <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 4 <br />S.H. <br />1H3 <br />271/4X38 <br />26x37 <br />S.H. <br />1 H4 <br />27 j X 50 j <br />26 x 50 <br />S.H. <br />1 H5 <br />27 4 X 63 <br />26 X 62 1/2 <br />S.H. <br />i H6 <br />27 J X 72 <br />26 X 71 1/2 <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 j <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 1 X 50 1 <br />36 j 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 />73-1 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 j X 25 j <br />S.H. <br />33 <br />54 X 38 j <br />52 j X 37 j <br />S.H. <br />34 <br />54 X 50 j <br />52 j 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 />TIE 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 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 />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 />OA <br />+29.7 / -30.8 <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -36.4 <br />®E <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />GO <br />SEE SN SHEET �H SEE SN SHEET <br />ii 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'-0" 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 R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />FLOOR PLAN ELEV-Al EXT FRAME 2 x I R-13 KRAFT FACED <br />CONDITIONED CEILING RLL BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />SCALE: j/4"=1 4-0" (GARAGE / LIVING) <br />s <br />Oo <br />p <br />�m <br />a Gw . •. <br />cJ � _ <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 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 />/N <br />pip <br />V \1 # <br />O O O or J <br />5 <br />FAQO <br />0 <br />M co rh N *t ccoo LL. <br />P: n m a -r * w <br />5wN 2 LL -J a <br />4 <br />a;0::)aaud <br />6WO <br />Z <br />-0ra°' <br />0 <br />CCU: m <br />_0 <br />i W <br />mo��O ¢�¢ <br />NLLQ co U 0 J <br />z <br />z " <br />M <br />d N <br />N <br />n, <br />M <br />a <br />o <br />V/ <br />LL <br />- <br />fa <br />00 C <br />w o <br />j� <br />NcE <br />w 'TQ) <br />tea <br />U 00 <br />w <br />= 0 <br />v o <br />Ch <br />®IO <br />a 0 <br />o <br />w <br />M <br />mZ <br />O i <br />z <br />_l <br />w <br />E <br />ZO <br />g <br />zo <br />Q 0 <br />U <br />w o <br />a� <br />Z <br />o0 <br />B <br />XO <br />0°U <br />O E <br />CZ)L <br />a� <br />i <br />0Q <br />az <br />N � <br />wo <br />¢o <br />�w <br />m� <br />,O <br />_ <br />y za <br />U <br />y <br />o <br />z <br />J <br />m <br />¢ ° <br />Q W <br />z° <br />to <br />N <br />oa <br />a <br />=w <br />CZ)�r <br />Jz <br />ui- <br />�� <br />Co <br />v <br />z< <br />F <br />°a3 <br />CC <br />L <br />N <br />N <br />W <br />N <br />.! <br />N <br />T_ <br />LPL <br />� <br />T <br />C <br />F- <br />cor <br />T- <br />° 0 <br />r <br />47 <br />J � <br />2 <br />U) <br />T- <br />N <br />T- <br />E <br />T- <br />N <br />o <br />Z <br />m <br />Z <br />E 0 <br />`m <br />a <br />E <br />U <br />4ic <br />Q p <br />JOB <br />NO: <br />20-3566 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />r- - <br />-1 IGI t, I i iV I i&&A 1n Li d 1i ( 11111.1 I,1 11, 1 111 I I I I _T I I <br />