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M T T \.:J TYP @ 2 STORY H.B. 25-SH AC PAD EP)AD IW to i< I _ 24_�_ 24_REF. •—2<—�_z<^ 16"D EP • 39 ,= cy I 10 d 26' 3- z i, - n. w 12'-44" 1 _j III "- 24 I FLEX , Iz = T 0?O 'c 8'-8" FLAT CLG. Ln I B `D - N I FA ILY RM ; 5- H16"DEEP N CARPET N _ I� ; iI D.W.NI M' ■ 8' 8" FLAT CLG. I 1 60 CP ICARPET i O S6 �N I 60 CAFE CO O ~ I I a I 1 1 _ O NOTE: FINISHED WALLS I I I TYP @2STORY T O 6-1111 IL -AN °' TO BE FLUSH. VERIFY IN 8'-8" FLAT CLG. CARPET IED " FLAT C "- IL I FiU v i R/A FIELD. Cq HDR AT 7- LLr='-` (3) 2X4 #2 SPF WI - u. I I ! � o °P (3)16d TOENAILS 0I LOW WALL OR PER SPEC. Vecb I 8'-8" FLAT CLG. O @ BASE z -1 SPINDLES 3068 I ENTRY o�0 16'-4-" co to 2 4'-0" 5'-8" I 3'-11-' 3'-4" 2 18'-9" 2'-0" -01' q iv LO I I I LO co - F Y PATIO _ 2 TILE_ G¢ 4 h--n 2868 2 68 6� 00iN S3 v�-1 1'�' 5 — — 15NS3 CC NOTE: FINISHED0 -014 D2 6 WALL_S_TO_ B_E_FL_USH. r N F VERIFY IN FIELD. 8' 0" F AT LG. 2 7— — — — — I 1 13 — EDGE OF SLAB 2" I I I ■ - L— OP . w g I 12 WIRE --- i- BEYOND WALL I I I I CD I 9----- 1111 ---- 1 I I II I q _ ----- N I 10 8' 8"FATC14 HANSON BOX ka +42" SLOPING HALF WALL I I I I I I I I @ 36" A.F.F. /P# D I I I S6 O WNER' SUITE U I— TDHRUWALLT s3 2 CAR GARAGE TYP @ 2 STORY 8'-8' LAJCL T L v I R&S 8%8" FLAT CLG. �N I 0 1 1 1 C:)_ C RPET N 5 SH—a)2X4#21PPE —, 16" DEEP u 0 C) I I o 1 1 1 TOENAILS @ eG I I I Wtil 5 .BASE I -2 EA 2668 I I oO 1 1 I m F AT CLG I I I I 10 I o ILE I I N I I I 1-, 14'-9" "' 347-7I 21-4 10 ■ 28 8 TB 2.6„ I I IW I I — I W. I.C. d(0 O N w w �� FIBERGLASS oa SURRco OUND 8'-81CFLAT ARPETLG j W. O BUILDER TO PROVIDE APPLIANCE PROTECTION I I K 1 I I i 1 I 1 M 36" X 60" J I T----- — — — — — SHOWER R&S N WHEN REQ IRED PER FBC L — — — — — _ _ _ _ _ _ I HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" 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=2600 PSI H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 112" 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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 4 S.H. 13 20X38j 184X37i S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20 X 63 18 X 62 4 S.H. 16 20 X 72 18 X 714 S.H. 432 27 1/4 X 26 26 X 25 S.H. 433 27 1/4 X 38 N/A S.H. 434 27 J X 50 1 N/A S.H. 433 N/A 26 x 37 1 S.H. 434 N/A 26 x 50 S.H. J 35 274 X 63 26 X 62 1/2 S.H. 436 27 } X 72 26 X 71 1/2 S.H. 22 37 J4 X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37jX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 52 j X 37 j S.H. 34 54 X 50 52 4 X 50 S.H. 35 54 X 63 52 J X 62 4 S.H. 36 54 X 72 52 j X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes 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. • 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. OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 O +28.3 / -36.4 OE +26.6 / -28.0 O +26.6 / -32.2 �G SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND [IIIIIIIIIIIIIIIII - - TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING H B ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND A J TYP @ 2 REQUIRES NO UPLIFT CONNECTORS TO FLOOR S3 S6 STORY SYSTEM 56-0" AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1103 LIVING TOTAL 2896 GARAGE 437 FRONT ENTRY 26 TOTAL AREA 3359 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC 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 CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) UI z th 0 Z Q r V�)+ UI' W cn w � p O LU E o o 0 cli U W 1= 8 so a> m co c' co C13 m-0r� O o 0 U - ILL co 0 N C- aa) L' Y o Q FT o i.Ci 0 V �t 0.. ZS o: Q 0 D D. H� w �§� a/t I a A .'•p man nt� O a F N yL��-V;� LGi mot; � �tfcVi o -I k•Y i lox W � � — ..S To the best of the Enginee 5 - �qledgeyirFfoihlafibh, and belief, the structural plans and spkif loris°&ntained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 z fNN 0 Q) O M4.1 M Q V M_ Ln a Ln•L I- Ln - LL Z M M V -W T" Q f z W J� d- J oZ �R o! o z aa. �a r w¢°d� UZOUO a, Z�wi z ,j0L,z �&.Z,J 00 Jo�CE8 Uw!iN m L oho ZZ 0Z a) CC H O Ln IIA = � (n 0 �Q< LU o fu � T W Q O u QU— n I- X O V 0 ; LUU 2. N za2¢ wLug Cc, ¢ < c� < a 3 ct przce z Z a w � w _I Ln T-q LU 7 Q Q Z ,:, pZo e a w Z T--I N k N Z Cy �O m O � g LU = � ¢W T__4 cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. �J^ . O SHEET NO. 1.0