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TYP @ 2 STORY H.B.T (3) 2X4 #2 SPF W/ (3) 16d TOENAILS @ BASE 43'-0" COND. �6 TYP @ 2 STORY I !S3 i i iUP PH I ij 3 14 5 1 7. 8 60 - - - - - - - FLOOR G,T. 9 FAM I LY ROO M 8'-8" FLAT CLG. CARPET )p +42" SLOPING� 0 10 P - 00 HALF: WALL (3) 2X4 #�2 SPF T. 12 W/ (3) 16d TOENAILS@ BASE D INK, rG �3 00 FLEX co -8" FLAT CLG. 8' CARPET 4'-0" ;l 1-01, /-(2) #5'S 2x6 WALL 5-SH ;0 H4 <�> - I, X -1 12" DEEP - - - - - - - - - - - - MMMIl""'M L? 2068 B.F. - - - - - - - - - - - - - - - - - - - HDR AT 7'-4" ENTR 116'43g" 3'-8" 3'-8" 6-0" FLAT CL TYP @ 2 STORY (3) 2X4 #2 SPF W1 (3) 16d TOENAILS @ BASE 9 0 00 0 LO DINING ROOM 8'-8" FLAT CLG. PATIO CARPET oil -1 F-: F d d-: � - 01 0 01 LO 0 0 j _j U_ U_ L.L (3) 2X4 #2 SPF W/ -NAILS (3) 16d TOE O_A @ BASE 2!"'-6- BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 2 CAR GARAGE FOYER 8'-8" FLAT CLG.-,/ TILE 3068 1 - - - - (2) #5'S r= - cc S3 S - - - - - - - - - - - - - I 4-01, 01i 8'-8" FLAT CLG. 4'-0 6'-2' 6-6" 4'-8" 20'-8" EDGE OF SLAB 2" BEYOND WALL cc 0 Lu U-1 > 0 N _j IL ---------- L --- -------- j 3. 36 36 .3 .-A X T-8"_FL 611H I T C C N G. 60 2�- 2E 68 -81 ?668 I B.F.qj Sl 24 24 L 2x6 WALL -.j L - - - - - - - - - REF. OPT. PAN' I I I I I I I I I TYP @ 2 STORY 38'-0" H.B,� 51-01, HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W1 1/2" FLITCH PLATE <@>(2) - 2_X10 #2 SYP W1 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE (2) - 13/4" X 11 1/4 LVL 2.OE Fb=2950 <e>(2) - 13/4" X 9 1/4" LVIL 2.OE Fb=2950 <e>(2) - 13/4" X 16" LVL 2.OE Fb=2950 (2) - 1 3/4" X 7 1/4" LVL 2.OE 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 WINDOW SCHEDULE SIZE ('Flange) (Fin) TYPE 12 20 X 26 18 j X 25 S. H. 13 20 X 3 8 j 18JX37i S.H. 14 20 X 50 -5 8 18 j X 50 S.H. 15 20 X 63 18 j X 62j S.H. 16 20 X 72 18 j X 71 j SM. J32 27 1/4 X 26 26X25j S. H. J33 27 1/4 X 38 j N/A S. H. 434 27 j x 50 j N/A S. H. 433 N/A 26 x 3 7 1 S. H. 434 N/A 26 x 50 S. H. j 35 27 j X 63 26 X 62 1/2 S.H. j 36 27JX 72 26 X 71 112 S.H. 22 37JX26 36 j X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37JX50i 36 4 X 50 S.H. 25 37JX63 36 4 X 62 1/2 S.H. 26 37 j X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75"TALL 734WIDE S.H. 32 54 X 26 524 X 25 4 S.H. 33 54 X 38 j 52 17X 371 S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52JX624 S.H. 36 54 X 72 52 4 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 Open ing/Penetratio n 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 13/8" in thickness, solid or honeyoomb-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 R302.1 1, 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. 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. M 1507.2 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 ot ier areas inside he building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SNII 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 \1� +29.7 -30.8 +29.7 / -39.2 K;;� +28.3 -30.8 +28.3 / -36.4 +26.6 -28.0 +26.6 / -32.2 SEE SN SHEET SEE SN S 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 WALLLEGEND TYP. 2x FRAME WALL � I . I . i . I I �1.1. .1 1 BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11131 11 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FA-CED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWWIN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION IR-11/R-13 KRAFTFACED (GARAGE / LIVING) CD !�2 C-4 V) 0 Q) C_/3 4--J LU U 0 LU Ln E 0 C:) CIA C) C', Lij __ -0 0) M -0 C') C C"! wig C) a- ) .2 c:> LL 00 -00 0 C9 i�� C2, < 05 11 C, U, 00) M`*, < A I D. N , c B D ` Fy Jill N z W 5-, X LU a > - I e'�- �2_ 4� Cr z LU To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering ing pages bearing Engineer's signature and seal. C) CD z r14 0 0) N 14 4-J C:) > r") p z 0 ,.r N CO L0 -0 V) 0 z F- a� U fu CL 00 z E z LU C:) W _j C:) I'D 0, Lo" z z < 21:;51 z 11, a- 8 Z Lu U � 0, z U 2 ED Ki. z - < L��2- 0 E 81 _j U ui ti N ,a ZZ 0 z C) Lr) 0 :D > Lr) F_ 0 U - Lf) rN.4 U) < 2': I:_U R z < se P 0 < 2 fc z u-, Lug < Z pog og U-DEER Lu 0 U-11 Lr) T-4 Uj U.1 < R 0 �8 Ln IS z 0 L� se g c) I- < z z Lr) Z Z tu C), V) Z 0 06 :5 LU _i 0 z rn T-4 j�_ Ln SCALE AS NOTED DATE 1/5/2018 TECH: MIAMES VERSION NO - 10 SHEET NO. 1.0