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OU) N DEN OPTION SCALE: Y4'=1'-0" JV -V 18'-8" 18'-0" 134" Z-0" 2'4" 4'-4" 9'-0" AC PAD O O 35 SH O25 SH 25 SH ---- --- o \\\ *EGRESS *EGRESS LANAI HB CV CV \\\ MASTER 9'-4" FLAT CLG. A, F.F. NOOK / i \\ �/ BEDROOM co 0 - VAULTEDCLG. \\\ CARPET VAULTEDCLG. � 0 � /�� � N I \ CARPET w 0 co I I \ / I I \ 4'-8" 13'-4" i G.T. E I I I ( I \ \ \ i L --- J - --_ - - - - NOTE: FINISHED WALLS `�, -- 9080SGD - - - - TO BE FLUSH. FIELD �- T VERIFY. I A I S3 2868 H2 j "N TYP. I 123-23--0" Iv I I 9 3i I U.N.O. 8 - FAMILY I R&S 11'-4" FLAT CLG. 1. n CARPET II WG VVIC - - 11'-4" FLAT CLG. I CARPET - SIM.w/ �? I WALK IN _ _ SIN. 2x6 #2 r° 1 p I SPF @ � cast Cw7 OP SHOWER o C316" ih I 1 _ oo, O.C. Y z b z I I IO in M TILE TO 7' 2668 2468 �I - 3 TEMP. GL. ENCL. A.F.F. BA _ - ON 42" HIGH - ITCHE KNWL. 9' 4" FLAT CLG. TILE 2468 -7. _ I VAULTED CLG. LE L� I CARPET 1 R&S 3'-82" o - 3'-98" 9' 18 G 17'-8" 1 _ R&S V .,,, � � 3'-5" W - I I PROVIDE 7 94 ce3 ° S-72" -1� - _ N "' JI/2468 El I EF. iJ BLOCKING FOR Ttv -+ - GRAB BAR MC \/�/I(� WIC C 5 SH. 1 2468 - 9'-4" FLAT CLG. 2x6 WALL N � CARPET in ih 2068 BF 00 _ � (V R&S DINING LIVING M 4 SH. `' 9'-4" FLAT CLG. 9' 4" FLAT CLG. t7n N CARPET CARPET C O M 2068 C° IN J zo co BA 2668 (o 7s `� T Ln N o i A O coJU r � 6'_04 9' 4„ FLAT C 7'-0" X 3'-9EO 2' N 12'-74" 6'-0" 14'-6z" N TILE °' 2668 II U) :I�I1 51" c� `�' = BEDROOM2 2668 4'-1" 5'-V 14'-112" N W 9'-4" FLAT CLG. 1 1 2x6 WALL CARPET DRYER VENT - - - THRU ROOF. N BEDROOM 4 °? 2468 BF I ;n 25' MAX. 8 1 1 52" W N A o '' 2468 °� � OPT. DEN S3 WIC I LA U I 9'-4" FLAT CLG. 9'4" FLAT CLG 4" FLAT CLG. CARPET U. N.O. 12'-83" 4 QI CA 5F�1T I 4 7 To- E 2680 - 2 6'-1" 2 3„ 4 12'-33 , 4 W W U AHU Q - Er w A NO R&S 2868 r m EEMPMM o rn 00 � 9'-4" FLAT CLG. T o o HANSON EDGE OF SLAB 2" BOX @ 36" CARPET 5'-72' 3'-64' r W.H. BEYOND WALL A.F.F. 6„ 6° BUILDER TO PROVIDE 5'-1'� 68 r AA PPLINCE PROTECTION r -'1 = WHEN REQUIRED PER FBC I _- I �-_A --- FOYER L � o 1 V-4" FLAT CLG. i� 'N -4 3 H o TILE W CC I -� 1 s3 M _ j 2868 BA 3 LL SIM w/ SPF STUDS @ 3068 W/ 36"x26" 9' 4" FLA CLG. m "- r GARAGE 12" O.C. w/ USP SPT4 TRANSOM ABV. STRAPS T&B - - TILE I- F_ 9'-4" FLAT CLG. A.F.F. NOTE: 2668 q T oo o N FINISHED WALLS TO BE G SIM w/ SPF STUDS @ N ------------ - G.T. FLUSH. FIELD VERIFY. S3 P SPT4 STRAPS T&B ri - - - - - - -- I I ENTRYI m I I I SEE ELEV. 1 2'-8" I 2'-8" U) 00 _N G.T. (ELEV. B) _ f - - - K TYP. @ I I - ----- - - S4 GARAGE 1 I I BEDROOM 3 I I I K TYP. @ I S4 GARAGE 1 9'4' FLAT CLG. I I o CARPET 8 X 7 OVERHEAD DOOR I I O*EGRESS H 25 SH III I 16 X 7 OVERHEAD DOOR W(2) O 1'4' 2'-0" 16'-0" 2'-0" 10'-8" 4'-8" Ir 29'-4" 154" 5'-4" 5U_0" REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" H2 FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +25.6 / -27.8 W +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 O +23.0 / -25.2 O +23.0 / -28.9 OG SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 z X 251 S.H. 13 20X383 181X374 S.H. 14 20X505 182X50 S.H. 15 20 X 63 181 X 62 z S.H. 16 20X72 182X71 z S.H. 2 32 27 1!4 X 26 26 X 25 z S.H. 1933 27 1/4 X 38 N/A S.H. 3134 27 d X 50 a N/A S.H. z 33 N/A 26 x 37 4 S.H. 2 34 N/A 26 x 50 S. H. 2 35 27 a X 63 26 X 62 1/2 S.H. 2 36 27 a X 72 26 X 71 1/2 S.H. 22 37 4 X 26 36 z X 25 1/2 S.H. 23 37 4 X 38 s 36 2 X 37 3/4 S.H. 24 374X50a 36 'X S.H. 25 37 4 X 63 36 z X 62 1/2 S.H. 26 37 4 X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 z WIDE S.H. 32 54 X 26 52 z X 25 z S.H. 33 54 X 38 s 52 2 X 37 4 S.H. 34 54 X 50 5 52 z X 50 S.H. 35 54 X 63 52 1 X 62 2 S.H. 36 54 X 72 52 1 X 711 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN SCALE: X"=V-0" R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors, equipped with self -closing device. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is located. Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 9'4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION LIVING 2599 S.F. GARAGE 589 S.F. LANAI 144 S.F. ENTRY 36 S.F. TOTAL SQ. FT. 3368 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED R-30 BLOWN -IN CONDITIONED CEILING (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A.H. TO BE ALIGNED. Ful C.9 zM 0 z Q J co z O C/') C0 cn •U - w 0 Ln ~ 0 (/� 00 E U U L l 1 F- �M 0) CID M t0 d M -0 Ooo = ai a) UQ) �LL00 :5ca Y �Qo ur) 0 , Q v) rn'Q o A1 a Do N C B D C \f\j hf N co N� l a or ,o ��0 `it-ArY6" � • N ° <( wwJ .� ca 1-0 550. lba lll'ro f!i ❑xxR ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i CD ON Z 0 C:) > M a (/I _ ��0N Q LL C) M cU p l[ OC) Q E Z WJ C=) oz w u- 0 Z 4L co z �0o0za Z QQUQ =zELJ z �a-U0Oro l0 840�w0 UroSWN M �a0Z0 2W J O Lr) CN �1 LP) rl J `.00 I..L. l i QzU0 w C) 0 0C� 0 z O gizmo U_ fu Z o0Z Za�0Zz LU W z =o i < 8 F- U< _ J Q OLL g> 0 a J 0 iLL t uj < as~�� O � 0 azLo N O z a I..V 0 �M rl J aQ� z o U. 0 O LLJI.-g z a LL SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. imo JOB NO: 17-5174 SHEET NO.