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U) <br />LO <br />N <br />BATHROOM <br />OPENING AT FAMILY RM. <br />TOWARDS DINING RM. <br />BATHROOM <br />MASTER BATHROOM <br />VENEER KEY PLAN <br />SCALE: 1/8 "=V-0" <br />5068 <br />1 <br />I <br />I <br />I <br />I <br />I <br />--------- <br />o / <br />DEN <br />- VAULTED,0LG. <br />CART <br />/ <br />/ IL <br />/ Co <br />/ 00 <br />/ m <br />/ O <br />/ In <br />/ <br />/ 13'-0" <br />35 SH <br />o. <br />IM <br />2,4„ <br />3068 W/ 72 <br />TRANSOM <br />ENTRY PORCH <br />FOYERLL <br />✓AULTED CLG.o oy <br />TILE � <br />5'-0" 1, 2 4' <br />DEN OPTION <br />SCALE: X"=V-0" <br />2'-8" <br />1 <br />25 SH <br />15'-8" <br />W <br />25 SH <br />1'-4" <br />u <br />25 SH <br />17'-4" <br />7'-0" <br />A/C PAD <br />REVISION NOTES 12/17/2009: <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />8. <br />ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS <br />ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. <br />ALL BLOCK WALL FURRING IS TO BE 24" O.C. <br />EXCEPT IN WET AREAS. SPACE WET AREA <br />FURRING AT 16" O.C. <br />NO RECESSES FOR SHOWERS. SHOWERS ARE <br />TO BE PANNED WITH A PRE-FAB. BASE. <br />ALL VANITY HEIGHTS ARE 36" A.F.F. <br />SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" <br />RECESS. REFER TO MASON'S SCOPE FOR <br />RECESS WIDTH. <br />ALL BATHROOMS HAVE ONE MEDICINE CABINET <br />ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. <br />ALL TUB DECKS ARE SIZED AS FOLLOWS; <br />40' PRODUCT LINE - MIN. 48" x 64" <br />50' PRODUCT LINE - MIN. 48" x 76" <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=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 />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />® <br />+25.6 / -27.8 <br />+25.6 / -34.3 <br />© <br />+24.5 / -26.7 <br />© <br />+24.5 / -31.9 <br />OE <br />+23.0 / -25.2 <br />( <br />+23.0 / -28.9 <br />�G <br />SEE SN SHEET HC� 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 />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />182X2521 <br />S.H. <br />13 <br />20X388 <br />181X373 <br />S.H. <br />14 <br />20 X 50 8 <br />18 2 X 50 <br />S.H. <br />15 <br />20X63 <br />1821X6221 <br />S.H. <br />16 <br />20 X 72 <br />18 2' X 71 2 <br />S.H. <br />132 <br />27 1/4 X 26 <br />26 X 25 2 <br />S.H. <br />3 33 <br />27 1/4 X 38 8 <br />N/A <br />S.H. <br />a 34 <br />27 n X 50 s <br />N/A <br />S.H. <br />2133 <br />N/A <br />26 x 37 4 <br />S.H. <br />2 34 <br />N/A <br />26 x 50 <br />S.H. <br />1235 <br />27 a X 63 <br />26 X 62 112 <br />S.H. <br />2 36 <br />27 a X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 4 X 26 <br />36 2 X 25 1/2 <br />S.H. <br />23 <br />37 4 X 38 8 <br />36 2 X 37 3/4 <br />S.H. <br />24 <br />37 4 X 50 s <br />36 2 X 50 <br />S.H. <br />25 <br />37 4 X 63 <br />36 2 X 62 1/2 <br />S.H. <br />26 <br />37 4 X 72 <br />36 2 X 71 1/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 2 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 2 X 2512 <br />S.H. <br />33 <br />54 X 38 8 <br />52 2 X 37 4 <br />S.H. <br />34 <br />54 X 50 e <br />52 2 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 2 X 62 2 <br />S.H. <br />36 <br />54 X 72 <br />52 2 X 71 2 <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 <br />SCALE: X"=V-0" <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 />equipped with self -closing device. <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 Iocated.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 flr. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />WALL LEGEND <br />MASONRY HGT. @ 9'4' A.F.F. <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR <br />BEARING ONLY" ARE FLOOR SYSTEM <br />SUPPORTING ONLY AND REQUIRES NO <br />UPLIFT CONNECTORS TO FLOOR SYSTEM <br />AREA TA B U LAT I O N <br />LIVING <br />2421 S.F. <br />GARAGE <br />574 S.F. <br />LANAI <br />108 S.F. <br />ENTRY <br />132 S.F. <br />TOTAL SQ. FT. <br />3235 S.F. <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONIC 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 R-11/13-13 KRAFT FACED <br />(GARAGE / LIVING) <br />NOTE TO TRUSS COMPANY: <br />ALIGN TRUSSES TO ALLOW <br />FOR A.H. TO BE ALIGNED. <br />0 <br />z0 <br />z <br />Q <br />w <br />a <br />z <br />a)_") <br />w <br />(10 n <br />.O <br />w <br />E <br />U) <br />o 0 <br />~ <br />i� (0 U <br />m N <br />� I LU <br />E <br />- 8 <br />4)M <br />C M M <br />N :O M <br />O 0 0 <br />tLLCO <br />C Y <br />t[) O V <br />CL <br />A <br />1 <br />N.0 B-DC <br />BD <br />o,t F <br />de <br />d <br />cjn Z <br />Z <br />1� <br />0) ,1.\ <br />c_ + 7 LL „) - <br /><n A$* , <br />-� Lu <br />U C Ll o, <br />van rnad <br />,-� <br />LT.16 <br />LL <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 5th 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 />1! <br />O <br />z� <br />O aj n <br />1'-+ .61 0 <br />M CO <br />z <br />> U-) <br />M <br />QLM_Ln <br />d �� n <br />0 <br />Q Q) U_ <br />a <br />a 3 a <br />a �00 <br />z <br />w0� <br />W <br />_j C:) <br />d- <br />O z <br />wU_0 <br />wcozZNa <br />VI_IRC,0 <br />�O0 ZO<U <br />= zzF-z <br />z <br />ACLU <br />0U-) <br />T-'I <br />c8i. SOrjwN <br />aOZOO <br />0F <br />J <br />0 <br />Ln <br />N <br />Ln <br />• • <br />4* <br />J <br />LU <br />0---s <br />�zgc,J0� <br />w000Q� <br />0 W r) S <br />f� <br />5 <br />:0 <br />W <br />Z <br />W a c, 0 <br />�� Wa6 <br />> <br />J <br />�../ Q <br />T� <br />CL <br />ww0ti=zQ <br />aaF- oo <br />==Ioeo <br />CD <br />NIIY- <br />x <br />°- <br />Q~ <br />o <br />O <br />UJ <br />O <br />~ <br />Z <br />J <br />Fz--1 <br />O <br />^4 <br />' LL <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />106 <br />JOB NO: 17-4138 <br />SHEET NO. <br />1 <br />