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T <br />H.B. O O <br />25-SH 25-SH <br />i <br />AC PAD --------- --1- --- 4-SH EGRESS i EGRESS I I <br />BEDROOM 2 I <br />M BEDROOM 3 <br />C <br />8'-0" FLAT CLG. <br />I 8 CLG.W• I• CARPET CARPET60 06�00 8'-0" FLAT CLG. cb1 <br />CARPET <br />0o oT I <br />b <br />_ 11 <br />M <br />--------------- 2668 I � cn <br />R&S I TIL I I BEDROOM 4 1 W�' O <br />0= M C <br />8'-0" FLAT CLG. W O <br />2668 1 CARPET s <br />12'-8" - -� -1 1 V-4" 2'-4" 11'-10" T-0" 9'-8a <br />00 <br />O N w I CO �N- <br />�-U) co 4SH <br />w III CD <br />111 N <br />`1'OP 4068 B.F. Q <br />A <br />FIBERGLASS 8'-33" T-834a" %0'4S3 <br />L61 B.F.SUR SURROUND <br />HALL 8.°" <br />60"X36"--------------- ih <br />A SHOWER R&S 9'-4" FLAT CLG. 2668 N <br />S3 I _ CARPET R&S <br />TYP @ 1 STORY 16" DEEP --- O O --- <br />PANTRY _ <br />W 8'_0 9 30 30 9 <br />OWNERS �o T LG. RA G S3 I --------- -- <br />SUITE I -' L I I <br />I I I <br />8'-0" FLAT CLG. N 9'-4' FLAT LG. N 8 0" LA CL . I I I <br />o CARPET I -E" ^ I I I <br />I 2' 16n 9' 23n _ e %" Q, d00 <br />I I I I I <br />I I I <br />O N (4) 2x4 #2 SYP I' INK DIS K I p I I <br />STUDS W/ US P S3 I -- I S3 2-CAR GARAGE I g I I <br />HTT4@ BASE � I��� �- - 1 D.W. 1 o 0 8'-0" FLAT CLG. j Q <br />1 0- W __ L_-_ J _ o FIBERGLASS I I I w I I <br />0 cc <br />N I I �r - - - - - -T - �'1 , o SURROUND EDGE OF SLAB 2"I I I <br />LBEYOND WALLLu <br />H1 _ DRYER VENT I O 1 1 HO <br />5'-0" 1 -7a G HANS N - R&S- I „ <br />THRU ROOF I I I <br />S3 BOX @ 36" - - 20'-9" I <br />9'-0" I T-8" 2'-8" 4'-3" 6'-10" A'F'3._7, PT. W OPT. D <br />I I I <br />co I ll I I I I <br />2:12 SLOPE, I 0 I / 1 <br />CEILING I `b TIL a" I I I <br />I Nf I <br />II I I <br />868 IaI I I I <br />O I I II I I I I I <br />00000 IL - u 11 I I I <br />PATIO "� - <br />L--------- - I I <br />� M Q <br />FAMILY ROOM <br />VAULT. CLG. <br />CAFE <br />4'-0" � CARPET VAULT. CLG. �- I <br />30'-0" CARPET 4-1" _ 7 " 068 <br />N j B I ENTRY <br />� <br />J oz <br />�I 1 8'-0" FLAT CLG. <br />•�' I I NU NU - ---- -- <br />21'-5" <br />cn <br />A <br />37'-8" <br />35-SH <br />O <br />16'-3" <br />59'-4" <br />H.B. <br />on <br />i� <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 7 1/4" <br />LVL 2.0E Fb=2600 PSI <br />(2) - 2X4 #2 SYP W/ 112" 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 />18 X25 <br />S.H. <br />13 <br />20X38j <br />18jX37j <br />S.H. <br />14 <br />20 X 50 1 <br />18 4 X 50 <br />S.H. <br />15 <br />20X63 <br />18jX624 <br />S.H. <br />16 <br />20X72 <br />184X71 <br />S.H. <br />11-12 <br />271/4X26 <br />26X25 <br />S.H. <br />11-13 <br />271/4X38 <br />26x37 <br />S.H. <br />1 H4 <br />27 J X 50 i <br />26 x 50 <br />S.H. <br />1 H5 <br />27 X 63 <br />26 X 62 1/2 <br />S.H. <br />1 H6 <br />27 X 72 <br />26 X 71 1/2 <br />S. H. <br />22 <br />371X26 <br />36JX251/2 <br />S.H. <br />23 <br />37 1 X 38 <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 1 X 50 a <br />36 j X 50 <br />S.H. <br />25 <br />371 X 63 <br />36 J X 62 1/2 <br />S.H. <br />26 <br />371X72 <br />364X711/2 <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 1 X 25 1 <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 J X 62 j <br />S.H. <br />36 <br />54 X 72 <br />52 j X 71 <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 />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 />-A <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />�D <br />+28.3 / -36.4 <br />EO <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />O <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'-0" A.F.F. <br />TYP. 2x FRAME WALL <br />INTERIOR 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 <br />1ST FLOOR LIVING AREA 1817 <br />LIVING TOTAL 1817 <br />GARAGE 427 <br />FRONT ENTRY 32 <br />TOTAL AREA 2276 <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONIC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />FLOOR PLAN ELEV B 1 EXT FRAME 2 x R-1KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />SCALE: %4"=V-011 GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />�k�1111111, <br />$.kfrig, <br />�••6C •e�•� <br />P N <br />b *i <br />45� <br />W <br />�1r <br />0 , <br />O <br />0 <br />40 <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />E <br />Q0- <br />p N CID00 <br />0 U N T, <br />M N � LL U. <br />Vl <br />e_j LL�aa <br />a <br />ui M3 LL <br />3 W 'Lou <br />> cis 33 a a o <br />a�� <br />wZ <br />Z= <br />N o 2 fn 2 <br />- <br />N Q co z U 0 <br />° d ❑❑❑❑ <br />W <br />z QD <br />N o <br />o <br />z QNQ <br />,� Q <br />z <br />Q M <br />- <br />d N <br />_ M <br />z <br />/^ o <br />�-1 <br />v IL <br />4-1 <br />v' y <br />w n <br />a <br />0 <br />N <br />w F- <br />o <br />Ln <br />00 <br />m <br />w � <br />UIV <br />E <br />= 0 8 <br />=` <br />a <br />481Q <br />14 <br />o <br />w <br />Mw <br />M <br />o <br />Z <br />z <br />J <br />ILL_ <br />c E <br />� <br />O <br />Sz <br />'z o <br />Q N <br />Cz Oco <br />a'o <br />z© <br />O=O <br />. <br />o E <br />N <br />XU <br />�a <br />ao <br />�o <br />o< <br />�Z <br />wW <br />� <br />ao <br />rr � <br />CO=Y <br />- Ncn <br />hm <br />m0 <br />�� <br />Z <br />ao <br />¢w <br />CL <br />O <br />��a <br />O <br />N W <br />it <br />ao <br />3� <br />�3 <br />s <br />-1w <br />=� <br />LD <br />o <br />CID <br />wI <br />N <br />>0 <br />a <br />00 <br />sT <br />3 <br />0 <br />`N <br />= <br />` <br />J <br />L <br />� <br />Al <br />W <br />m <br />0 <br />` <br />"It <br />./ <br />LO <br />� <br />T <br />�1 <br />o <br />F0 <br />ICU <br />J r <br />�-- <br />T <br />O <br />LO <br />M <br />r <br />co <br />o <br />3 r <br />r <br />z <br />c <br />E O2 <br />E <br />m <br />`-° <br />a <br />U o <br />a m <br />Q p <br />m <br />JOB <br />NO: <br />20-1128 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />