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01 <br />ac <br />- -- ----- ----- -- 7 <br />9 <br />N <br />% <br />C\l <br />-1 <br />co <br />MIRROR <br />OPT.:�i <br />KNEE <br />SPACE <br />MASTER BATHROOM <br />% <br />A, <br />V <br />MASTER BATHROOM <br />60 <br />SLIDE TO <br />LEFT <br />T_ <br />b <br />BATHROOM 2 <br />BATHROOM 3 <br />9 <br />NOTES: 2ND FLOOR <br />50'-0" <br />ALL EXTERIOR SECOND FLOOR FRAME WALLS ACT AS <br />42'-0" 8'-0" SHEARWALLS. SEE DETAILS SHEETS FOR NAILING SCHEDULE. <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />- - - - - - - - - - - - - - - - - - - - - - - - <br />- - - - - - - - - - - - - - - - <br />- - - - - - - - -- <br />1 13'-7" 0 <br />13-4- J. <br />17'-4" <br />J <br />'01 <br />6 <br />4 <br /><8> <br />k <br /><8> <br />l(k <br />35 SH <br />EGRESS <br />- - - - - - - <br />25 SH <br />EGRESS <br />TUB/SHOWER <br />0 <br />25 SH <br />*EGRESS <br />4) <br />I <br />TILE 7'-0" AFF <br />01 <br />06 1 <br />0� I <br />I - <br />i I U) <br />d <br />I <br />I lop <br />I? <br />I? <br />_j <br />MASTER <br />BEDROOM 2 <br />X <br />BEDROOM 3 <br />zo BEDROOM <br />8'-0" FLAT CLG. <br />BA3 <br />8'-0" FLAT CLG. <br />8'-0" FLAT CLG. <br />CARPET <br />L <br />CARPET <br />8"'-0" FLAT CIL <br />CARPET <br />1�y <br />.. r <br />Wel <br />8. <br />C <br />-01. AT <br />FL <br />1 CARPE 106 <br />0 <br />T <br />U) <br />06 <br />E' 3'-6" 2'-4" <br />72668 <br />27068 T <br />BF C9 <br />"t <br />14 �LE <br />�TO <br />77' <br />.4 <br />0 <br />03 <br />x 48 <br />x4 M., BATH <br />TEMP. GL. <br />, HOWER 8'-J'FLAT CLG. <br />>4,SHOWER <br />NCL. ON 42" <br />� TILE <br />HIGH KNWL. <br />I LU <br />I OP LU 0 <br />LO <br />W < <br />0 . b z 0- <br />Z) U) I W <br />_14� <br />Z UJ <br />0- <br />U) <br />o 0� > <br />0� W < <br />F- <br />44 <br />0 <br />5 SH <br /><� <br />(ELEV. (ELEV. <br />D& G) A,B,C,F) <br />6'-4" 6'-4" <br />9 <br />12'-8" <br />8-4' <br />SITTING <br />AREA <br />8'-0" FLAT CLG. <br />CARPET <br />35 <br />A <br />C cy <br />4'-4" 4'-4" <br />8'-8" <br />6068 BF <br />- - - - - - - - - - <br />7'-0" 3'-6" <br />Vie <br />68 <br />- - - - - - - - - - <br />- <br />/2 WALL w/ - <br />VOOD CAP <br />@ 42 "AFF <br />Z( <br />0, <br />- <br />1 <br />17 <br />.3 <br />12,11 <br />10 <br />- <br />RAILING PER <br />- <br />SPECS <br />2-STORY <br />LL <br />FOYER <br />"OPEN TO <br />'-0" FLAT CLG <br />TILE <br />I BELOW" <br />I <br />1 1/2 WALL w/ <br />- <br />�[WOOD CAP <br />5'-0" <br />@ 42" AFF <br />1 7'-7 <br />TYP. @ <br />CORNERS <br />U.N.O. <br />6068 BF <br />0 <br />1 <br />C <br />z LL: <br />IV <br />0 < <br />z <br />T_ <br />U) <br />1668 <br />F <br />< <br />------------ <br />26681 <br />2668 <br />1 <br />R&S <br />2858 <br />7 <br />101, <br />3'-6" 3' -6" <br />7'-5" <br />PT. 1 <br />3'-6'11 3'4" <br />U_ <br />le <br />Uj <br />2652 <br />LAU <br />uj <br />- - - - <br />8 -0" FLAT CL <br />G. E + <br />TILE OPT <br />3: g <br />2668--- <br />D <br />M 0 1- _j <br />D Lu z -j <br />R&S <br />I CE I < <br />co U) > �: <br />9 <br />--- - - - - - <br />- <br />< Lu LU C� <br />00- >- = <br />6068 BF <br />CC l­- <br />7 PROVIDE PLATFOR M <br />6 28" HIGH FOR HVAC <br />UNIT. VERIFY SIZE w/ <br />MANFG. <br />4 <br />4) <br />U) <br />U) <br />uj <br />LO <br />1 <br />0 <br />2 <br />BEDROOM <br />4 <br />IT <br />Lu <br />LL <br />I (A) <br />1 ' " <br />8 <br />-0 <br />FLAT CLG. <br />7 <br />11-01 CARPET <br />DBL. <br />1 33 SH <br />2668 <br />P-2 _1 <br />39'x-2.2" <br />G.T. <br />I 1\1� <br />I <br />ATTIC <br />_j <br />3'-8" 3'- <br />6'-3" <br />15--1 <br />L <br />1 3.5"x5.25"llp-.L. <br />3.5"x3.5" P.L. COLUMN <br />- - - - - - - - - - - - - <br />COLUMN 2.OE UNDER <br />2.OE UNDER GIRDER w/ <br />GIRDER w/ MSTCM-40 <br />MSTCM40 STRAPS AT <br />STRAPS AT BASE <br />BASE "SOLID <br />"SOLID BLOCKING <br />BLOCKING REQ'D <br />REQ'D UNDER <br />UNDER COLUMN". <br />COLUMN". <br />BONUS <br />ROOM <br />8'-0" FLAT CLG. <br />CARPET <br />�110 <br />LW --A <br />G.T. ELEV. A <br />3 <br />D:2:� \-(2) 2x4 #2 SPF (2) 2x4 #2 SPF <br />STUDS UNDER G.T. STUDS UNDER G.T. <br />w/ (1) MSTAM36 @ w/ (1) MSTAM36 @ <br />BASE BASE <br />r9 9 <br />_P2 <br />H1 D2 <br />7'-4" T-7" 14'-2" 3�-7" <br />L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />28'-8" 21-4' <br />no <br />140C <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />8'-Ov' <br />2x4 <br />SYP #2 <br />16" O.C. <br />91-01, <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />>9'-O" <br />L <br />2x6 <br />syp #2 <br />16" O.C. <br />IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT <br />CORNERS <br />** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT <br />SEE C/S6 WALL SCHEDULE <br />F <br />0) <br />CD <br />41 <br />0, n <br />5'-31" <br />4 <br />fl <br />OPT. DRY BAR <br />REVISION NOTES 12/17/2009: <br />1 . ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS <br />ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. <br />2. 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 />3. NO RECESSES FOR SHOWERS. SHOWERS ARE <br />TO BE PANNED WITH A PRE-FAB. BASE. <br />4. ALL VANITY HEIGHTS ARE 36" A.F.F. <br />5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" <br />RECESS. REFER TO MASON'S SCOPE FOR <br />RECESS WIDTH. <br />6. ALL BATHROOMS HAVE ONE MEDICINE CABINET <br />7. ALL 50'PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. <br />8. 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 />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br /><@>(2) <br />- 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 13/4" X 11 1/4 LVL <br />2.OE Fb=2950 <br /><e>(2) <br />- 1 3/4" X 9 1/4" <br />LVL 2.OE Fb=2950 <br />(2) - 1 3/4" X 16" <br />LVL 2.OE Fb=2950 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.OE 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 />+25.6 -27.8 <br />+25.6 / -34.3 <br />+24.5 -26.7 <br />+24.5 / -31.9 <br />+23.0 -252 <br />+23.0 / -28.9 <br />K;::Z� <br />U_*� <br />SEE SN SHEET \r SEE SN SHEET <br />0 MPH <br />P <br />0 ::� <br />4: ::M <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 />18 JX 25 -21 <br />S.H. <br />13 <br />20 X 38 <br />18 JX 37 3 <br />4 <br />S.H. <br />14 <br />20 X 50 a <br />18 JX 50 <br />S.H. <br />15 <br />20 X 63 <br />18 -21 X 62 -21 <br />S.H. <br />16 <br />20 X 72 <br />1 1 <br />18 -21 X 71 2 <br />S.H. <br />-2132 <br />27 1/4 X 26 <br />26 X 25 1 <br />S.H. <br />3133 <br />27 1/4 X 38 1 <br />8 <br />N/A <br />S.H. <br />-3134 <br />27 JX 50 b8- <br />N/A <br />S.H. <br />-133 <br />2 <br />N/A <br />26 x 37 1 <br />4 <br />- <br />S.H. <br />134 <br />7 <br />N/A <br />26 x 50 <br />S.H. <br />-2135 <br />27 j X 63 <br />26 X 62 1/2 <br />S.H. <br />J36 <br />27 4 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37JX26 <br />36 j X 25 1/2 <br />S.H. <br />23 <br />3734-X382 <br />8 <br />36 -1 X 37 3/4 <br />2 <br />S.H. <br />24 <br />37 JX 50 j <br />36 j X 50 <br />S.H. <br />25 <br />37 a4 X 63 <br />36 j X 62 1/2 <br />S.H. <br />26 <br />37 1 X 72 <br />4 <br />36JX71 1/2 <br />S.H. <br />DOUBLE2 <br />WIDE <br />75" TALL <br />73 j WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 -1 X 25 -1 <br />2 2 <br />S.H. <br />33 <br />54 X 38 1 <br />8 <br />52 -1X 37 <br />2 <br />S.H. <br />34 <br />54 X 50 -� <br />8 <br />52 j X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 -1 X 62 1 <br />2 2 <br />S.H. <br />36 <br />54 X 72 <br />52 j X 71 -21 <br />S.H. <br />39X59 <br />40X59 <br />N/A <br />S.H. <br />DOUBLE 39X59 <br />79X59 <br />N/A <br />S.H <br />LA <br />7!eneral notes <br />R302.5 Dwelling/Garage Opening/Penetration Protection. <br />e 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 />9 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 />9 Other penetrations shall be protected as required by section <br />R302.1 1, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated from the dwelling as per the <br />following: <br />e From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or <br />equivalent applied to garage side. <br />e 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. Ed. 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 />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. SNII for installation detail. <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 />GAS APPLIANCES <br />G�C. TO VERIFY LOCATION OF GAS RISER BEFORE <br />COMMENCEMENT OF WORK. SEE SHT SN1 FOR <br />INSTALLATION DETAIL. <br />WHERE GAS WATER HEATERS ARE INSTALLED. <br />WATER HEATERS SHALL BE INSTALLED A MIN. OF 18" <br />ABOVE FLOOR PER FBCR G2408.2 <br />EXCEPTION: APPLIANCES THAT ARE LISTED AS <br />FLAMMABLE VAPOR IGNITION RESISTED DO NOT <br />HAVE TO HAVE THE IGNITION SOURCE ELEVATED. <br />WALLLEGEND <br />MASONRY HGT. @ 9'-4" A.F.F. <br />TYP. 2x FRAME WALL <br />I I , 7777 In 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 TABULATION <br />1 ST FLOOR 1713 S.F. <br />2ND FLOOR 1998 S.F. <br />TOTAL <br />3711 S.F. <br />GARAGE 606 S.F. <br />ENTRY 35 S.F. <br />LANAI 294 S.F. <br />TOTAL SQ. FT. 4646 S.F. <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-1 1/R-13 KRAFT FACED- <br />EXT FRAME 2 x 6 R-19 KRAFT FA(Fn <br />R-30 BLOWN -IN <br />CONDITIONED CEILING (INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE LIVING) <br />2ND FLOOR PLAN Elev <br />SCALE: Y4"=1'-0" <br />(D <br />- <br />co <br />ID <br />I= -El <br />z C:1 <br />:;;;, <br />< <br />ID <br />CLI <br />co <br />L/711 (D <br />Q) <br />C_/D <br />4--J U-i <br />0 <br />U <br />0 LU <br />(A C!'_ <br />T <br />E <br />0 <br />Cn <br />co Cl) <br />V) <br />9 0 <br />C%`l <br />0 <br />4) Cl) <br />0) <br />"I <br />E <br />- co <br />2 :2 - <br />0 8 N <br />ow <br />U_ co <br />5 C6 <br />0 <br />a, <br />0 <br />_2 <br />u) -, <br />U) 0 .t <br /><0 <br />0) <br />CL -.:, <br />0 <br />A <br />8 <br />I <br />D. <br />C 3. D C <br />%C14 <br />C�j <br />A. <br />.1� 3 15:_ Co <br />Ir 77 <br />'�Z <br />- a '0 -1 <br />di'vr') -�t "M <br />_U <br />0 <br />-LU _UJ <br />_�_; <br />1, - *11 f.- <br />0,1z fa <br />M-414 <br />0 <br />5 0 `6A C� <br />cli e <br />To A <br />7., .0 , <br />u <br />El El <br />Tothe bestofthe Engineer's knowledge, information, and <br />be lef, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />de 5th Edition (2014) Residential. Engineer's signature <br />acnod seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />11 <br />I <br />C) <br />C:) <br />z 1714 <br />0 <br />P-4 4-J <br />:3 C:) <br />> (n ro C) <br />fy) <br />4-J <br />M Ln <br />-a <br />a- V) <br />V) 0 <br />(Ij - Ln <br />L_ LL. <br />CL e-s <br />1 M <br />0� 3, <br />CL OC) <br />z Ez fu <br />C) <br />WUJ <br />_j C:) <br />ko <br />0 <br />R z <br />0 <br />DO LL <br />LU z <br />z <br />U L'u, 0 0 <br />0 z <br />z0aw <br />z >- U 2: <br />�_ < < < <br />M: z P ZZ <br />0 z 0 il: W <br />Lu 0� _j <br />U <br />U) 8 8) <br />8 '3� 0 <br />LU 04 <br />0. 0 z @ <br />z <br />LU LU <br />CD <br />L0 <br />f%4 <br />LO <br />T__q <br />zi� <br />LU <br />0 <br />ce <br />< <br />e.-N Z <br />z U 0 <br />LU 0 0 0 CZ <br />U �U_l t 8 an, 0 <br />:, , z - LL <br />10 <br />-a <br />Z <br />z9 <br /><:t <br />:3 X �i <br />CY - <br />U.J Uj a D 0 <br />OU <br />(L) <br />Uj <br />_j <br />n <br />(dup _.. <br /><_j <br />P- g �i 6 <br />> <br />0 W X �- n <br />2 > 9 0 <br />Lu 0 U_ z <br />T-4 0 <br />< < t-u 20: 8 <br />D < <br />>7 <br />Q� <br />rj <br />T-1 <br />0 <br />=) � 0 <br />0 RE U_ <br />8 z < <br />LU <br />0 <br />C:) <br />Q <br />_j <br />_j LLJ <br />< a. <br />E- <br />a <br />LJL <br />z <br />_0 <br />z <br />> <br />0 <br />!as <br />7. <br />CCN <br />1­4 <br />_j <br />SCALE AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />1122 <br />JOB NO: 16-6649 <br />SHEET NO. <br />2 <br />