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65'-0" <br />A D <br />S3 S3 H.B.+ <br />■ <br />UW <br />OM <br />OP <br />T <br />I <br />' <br />oNo <br />lI <br />OWNER'S SUITE TB CD <br />CARPET <br />5-SH CP <br />6" DP:-1_ <br />IN <br />co <br />— — — — R&S — — — — <br />W•I,C, <br />CARPET 7Lim <br />T-8" <br />I <br />I <br />I <br />I <br />I Ca <br />1I <br />_ BUILDER TO <br />N PROVIDE <br />W.H. APPLIANCE <br />O PROTECTION <br />2'-6" WHEN REQUIRED <br />PER FBC <br />2 CAR GARAGE <br />8'-0 CLG. <br />20'-0" <br />1----------- <br />I <br />I <br />I <br />I <br />I <br />I <br />8 <br />II1IIIII <br />I <br />I <br />I <br />I <br />I <br />IIlIIIIII <br />TIE <br />. <br />i <br />oOI <br />�' <br />5'-4" I <br />EN <br />(4) 2x4 #2 SYP STUDS FIBERGLASS <br />W/ USP HTT4 @BASE RR <br />4'-0" <br />I loe <br />cm <br />FAMILY RM <br />I <br />9'-4" CLG. <br />CARPET <br />� <br />23' $, ii <br />HANSON <br />BOX @ 36" <br />A.F.F.oc <br />DRYER VENT <br />HRU ROO <br />1 <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />K <br />S3 <br />1 1 1 1 <br />v <br />I/X p: (31 <br />1/h Q UQII <br />(4)2x4 #2 SYP <br />STUDS W/ USP <br />HTT4 @ BASE <br />T <br />mW o <br />❑ <br />❑ <br />Ow <br />W <br />> <br />x <br />I <br />I <br />NOTE: FINISHED <br />�c7 WALLS TO BE <br />I FLUSH. VERIFY IN <br />I FIELD. <br />- - - - - ----- <br />CC <br />S3 G.T. — <br />l <br />Io <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />o <br />o <br />- - <br />60"x36" <br />SHOWER <br />�i o <br />D <br />T <br />AHU <br />R.A.G. <br />— <br />TYP @ 1 STORY <br />A <br />S3 <br />O ^ <br />--— — — — -- <br />-- -- -- <br />PT. W <br />OPT. D <br />_ <br />�I <br />' <br />2:12 VAULTED CLG. <br />11� <br />Au <br />oTILE <br />_ <br />00 <br />.1 <br />8 <br />8 <br />- <br />- <br />3068 <br />_06 <br />I <br />I <br />ENTRY <br />8'-0" CLG. <br />`t <br />9'-4'cL <br />I. <br />11 <br />i� <br />-10"c <br />—HDR AT 7'-4" <br />-------R&S------ 2668 <n <br />4,_N 5'-4 <br />I <br />I <br />2668 rr r� <br />14'-6" 54" % <br />N <br />--- <br />— R&S — — — — <br />T-6"4'-0" <br />0 <br />O <br />in <br />I <br />o <br />I- <br />PATIO CAFE===�________] <br />8'-o"CLG. <br />CARPET <br />E I <br />I 5068 B.F. <br />OPT.I �J <br />REF. <br />rt BEDROOM <br />i.. s'-o"CLG. <br />CARPET <br />I = <br />r <br />I , 10'-4" <br />o <br />BEDROOM 3 <br />CA CLG. <br />CARPET <br />10' 42' <br />I <br />�4068 B.F. <br />BEDR OM 4 <br />CA I PET <br />11'-0' <br />in <br />o <br />r <br />T� <br />� =o w �O <br />N L6: <br />�� <br />I <br />I <br />2' 4' I <br />P <br />M- <br />lit <br />-- <br />------ <br />W. 10 o <br />3L — 24 _ j �D 18 .3 <br />8 <br />XW <br />i <br />M0 O <br />w <br />r Q <br />N> <br />20'-68" <br />_j <br />U <br />A <br />IV <br />ILE <br />tO <br />SI Kwl ISP <br />2-4-2 <br />5, <br />� <br />v <br />/ I 60 <br />/ <br />// I <br />PANT Y W <br />RI-0 I �o <br />FLAT L . ,n� <br />5-SH T <br />16' DEEP <br />clA <br />r <br />0000 <br />cD <br />100 <br />I for <br />2„ <br />I <br />TYP @ 1 <br />STORY <br />A <br />S3 <br />■ <br />AC PAD <br />_ <br />iv <br />I I <br />I FIBERGLASS "co <br />SURROUND ° N <br />36 <br />----- O <br />: <br />0 --- T <br />HB� EGRESS EGRESS <br />A <br />OS3 O <br />15-10" <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 11 114 LVL <br />2.0E Fb=2950 <br />H6 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2950 <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2950 <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 X 25 <br />S.H. <br />13 <br />20X38j <br />18 X37 <br />S.H. <br />14 <br />20X50j <br />184X50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 j <br />S.H. <br />16 <br />20 X 72 <br />18 4 X 71 j <br />S.H. <br />432 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />433 <br />27 1/4 X 38 <br />N/A <br />S.H. <br />434 <br />27 4 X 50 j <br />N/A <br />S.H. <br />J 33 <br />N/A <br />26 x 371 <br />S.H. <br />434 <br />N/A <br />26 x 50 <br />S.H. <br />435 <br />274 X 63 <br />26 X 62 112 <br />S.H. <br />436 <br />27 J X 72 <br />26 X 71 112 <br />S.H. <br />22 <br />37jX26 <br />364X251/2 <br />S.H. <br />23 <br />37 J X 38 j <br />36 j 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 />37JX63 <br />364X621/2 <br />S.H. <br />26 <br />371X72 <br />364X711/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 4 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 4 X 25 } <br />S.H. <br />33 <br />54 X 38 j <br />52 4 X 37 i <br />S.H. <br />34 <br />54 X 50 j <br />52 4 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 />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 />• Openings from a private garage directly into a room used for <br />sleeping purposes shall not be permitted. Door between <br />garage and residence shall be equipped with solid doors not <br />less than 1 3/8" in thickness, solid or honeycomb -core steel <br />doors not less than 1 3/8" thick, or 20-minute fire -rated doors. <br />• Duct Penetration. Ducts in the garage and ducts penetrating <br />the walls or ceilings separating the dwelling from the garage <br />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 <br />openings into the garage. <br />• Other penetrations shall be protected as required by section <br />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 opening of an operable window is <br />located more than 72 inches above the finished grade or surface <br />below, the lowest part of the clear opening of the window shall be <br />a minimum of 24 inches above the finished floor of the room in <br />which the window is located. Operable sections of windows shall <br />not permit openings that allow a 4-inch-diameter sphere where <br />such openings are located within 24 inches of the finished floor. <br />Chapter 45 Private Swiming 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 a 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 />see Sht. SN1 for installation detail. <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 />0 <br />+25.6 / -27.8 <br />W <br />+25.6 / -34.3 <br />© <br />+24.5 / -26.7 <br />OD <br />+24.5 / -31.9 <br />EE <br />+23.0 / -25.2 <br />OF <br />+23.0 / -28.9 <br />GO <br />SEE SN SHEET O SEE SN SHEET <br />140 MPH <br />NOTE: WIND SPEED INDICATED ABOVE <br />IS AN "ULTIMATE" WIND SPEED. THE <br />WIND PRESSURES LISTED ABOVE ARE <br />ALLOWABLE PRESSURES <br />WALL LEGEND <br />TYP. 2x FRAME WALL <br />LL�� 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 "B1" <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 24 <br />TOTAL AREA 2376 <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 />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 />j R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />o <br />— <br />z <br />E-3 <br />z <br />Q <br />LQ <br />w <br />• <br />U — <br />m <br />O w <br />~ <br />c <br />l/i <br />N <br />o 0 <br />U <br />�M <br />w <br />I _ E <br />0)c a CO <br />T :2 - <br />O <br />- <br />o0 <br />= (Li <br />r-FLCO <br />f0Y� <br />�12 <br />u) ov <br />Qrn <br />rnQo <br />A' <br />N C B D C <br />B D® <br />oaiV <br />E0. <br />' W v <br />U_ <br />o <br />;W 4, <br />iz z <br />— <br />Q to-T< <br />q <br />W <br />Qe <br />o'4�R11t�1'' <br />o <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />O <br />Z N <br />N <br />0 <br />ate+ <br />O <br />3 l0 O <br />> ��M O <br />.. <br />Q (! '� Il) <br />5 <br />Q L_ LL. .� <br />CL <br />oC U Q rq <br />a <br />E00 <br />Z <br />Jo <br />W� <br />d-, <br />5 <br />oZ <br />zo <br />W8 <br />za <br />E¢ <br />¢- w� <br />UZO0 <br />�" 0 <br />Z0wX <br />�y�w� <br />J <br />_jomrzOO <br />aaU_0 <br />i <br />V <br />ZZ <br />zz <br />r <br />cu <br />Yo <br />fz <br />O <br />z� <br />IM <br />J <br />LL <br />Q <br />0 <br />'� <br />B <br />/) <br />Vw <br />Pi �oLL <br />Zo <br />¢~ <br />YVV <br />W <br />U <br />N <br />A <br />1 ` <br />Ioa�o¢ <br />zw U.,l J <br />�aa3 <br />a <br />d- <br />o �'8 <br />z <br />n <br />w0�o <br />w <br />� <br />Lii <br />w <br />= 0, 2 Z, <br />w <br />oZo <br />M <br />Q <br />z <br />oaz <br />z <br />a <br />�{ <br />T <br />z <br />a <br />Z <br />0 <br />Q <br />= <br />az <br />rn <br />,-•i <br />a <br />to <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. <br />10 <br />SHEET NO. <br />1.0 <br />i . i 4V IG,_i n iE A �li I. I I <br />