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LO LO U) C) LO L0 to t2 C=) Cli L0 C� LO 5� in L0 C/) 19 CL E E 0 C, q 0 r 7 LO UJI czr,. ry, 55'-10" V-7 7-7 0. 01 116-10" 00, 3" '01 VERIFY METER LOCATION WITH T-0" BUILDER I I 1777=1 I I I I I I I I I I I 111101111111111 1111101 la I I I I I I I I I I I I IK7 I I I I I I 1 1111111111111177 o? - 5-SH 5,�H , P_ 6" DP�- R&S ------------ - - - - Q? VERIFY LOCATION F ------------ F6D ELECTRICAL PANEL I 1 TYP @ N cb GARAGE OWNER'S SUITE A T- W.I.0 BUILDER TO PROVIDE FLIANCE PROTECTION I OPENING b) iFB 8'-0" CLG. -- - ------- 8'-0" CLG. 17.1�1 1 WHEN REQUIRED PER FBC 00 CARPET ------ ---- TILE I CARPET I u) 2 CAR GARAGE o? U) mu) U)W (DC,50 1 171-8" 6-1 T-8" 8'-0" CLG. 20 5J 1;8 6 i 2668 0 ,6x. W HANSON 0 0 BOX @ 36" EDGE OF SLAB 2" 0 1 < 1 9 7 06 A.F.F. \ '8 BEYOND WALL K'� V W EID b) 60"x36" Cb DRYER VENT D W N SHOWER[ T HRU ROOF-\ > 0 VS 00 (0 00 &p (3) 2x4 #2 SPF w/ FIBERGLASS r i 0 U I 12Z @ BASE ZURROUND Ti ---- = . R= . F C.0 TYP @ 1 STORY -1-- --- -4 �-- 5-115" 4'-0" 1 IIX I NOTE: FINISHED I X i N 1pt Ul WALLS TO BE lcliT co AHU LG. FLUSH, VERIFY IN FIELD. CD 0 L TILE - - - - - - - - - - - - - U? (3) 2x4 #2 SPF w 33 G.T. R.A.G., ?86& DTT2Z @ BAS FAMILY RM '-ALL1 I I 171JR3 C) r- 0 2:12 VAULTED CLG. 9'-4" CLG. )Y i i PR AV- zo CARPET 3068 1 19'-4!'CL 3 (AD &-l-TENTRY E8 �0 23'-8" T-10" 7'-8" 101-1021, 8 6' '-3" 8'-0" CLG. ;t Ir L H DR AT T-4" I L-A, MOO= IIIIII, R&S 2668 =,. L� 7 - - J R&S - - - - - - - - - - &-8" 04 T-6" - 4'-0" 3n 111-78 6-10" 4'-7' 54" co 14'-6" 5 FO N 5068 B.F. 4068 B.F. L? OPT. CD PATIO CAFE ----- - ---- REF. BEDROOM 2 00 Z cD to 00 W CN - 6CD 'D ti co a: co W - VAULT.CLG U-1 F- 1 -4 i DW i 8'-0" CLG. CARPET BEDROOM 3 8'-0" CLG. I H BEDR80M 4 8'-O"ICLG. M0 W CARPET . Cta 00 00 SINKw/DISP CARPET ILE�; i 2" CAIPET LO 21'-2" F I i i , cHle 1, 1 2-41 2 -21' 10 4' 1 U-42 2'-4". 1 Wr 00 TILE -- ------- RANGE- c\' PA W M: W U) FLAT CLG. L6=c' 00 (0 0 TYP @ 1 L? STORY 36 FIBERGLASS SURROUND 101 1 1171111011111111 1111 w 117777 111111 W---,===A*I 25-SH 25-S H I I I I I IIII 1111 H.B� EGRESS EGRESS G) 29'-8" 15'- 10" 19'-6" 66-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W1 1/2" FILITCH PLATE (2) - 2X1 0 #2 SYP W/ 112" FLITCH PLATE (2) - 2X12 #2 SYP W1 1/2" FILITCH PLATE (2) - 1314" X 11 1/4 LVIL 2.OE Fb=2950 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 (2) - 13/4" X 16" LVL 2.OE Fb=2950 (2) - 1 3/4" X 7 1/4" LVIL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FILITCH 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 184X254 S.H. 13 20 X 38 J 184X37i S.H. 14 20 X 50 J 18 JX 50 S.H. 15 20 X 63 184X621 S.H. 16 20 X 72 184X 71 J S.H. 11-12 27 1/4 X 26 26 X 25 S.H. 11-113 27 1/4 X 38 J 26 x 37 S.H. 111-114 274X50i 26 x 50 S.H. 1H5 274X63 26 X 62 1/2 S.H. 11-116 274X72 26 X 71 1/2 S.H. 22 37JX26 36 4 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 37JX72 36-21X71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734WIDE S.H. 32 54 X 26 524X25i S.H. 33 54X38i 52 J X 37 J S.H. 34 54X50J 5217 X 50 S.H. 35 54 X 63 52 4 X 62 J S.H. 36 54 X 72 52 4 X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79X59 N/A S.H. 1-q TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-Bl SCALE: )/4"=V-101" General Notes R302.5 DwellinglGarage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood 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. R302.5.2 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 not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • 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 an yp. . or equiva en. • Garages Located Less Than eat From Dwelling On The Same Lot - Not Less than 112" 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 top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in ts argest opene pos t on. . oera e w n ows t at are prov ded with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated 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. 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" +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 (b� +28.3 / -37.0 +26.6/- .1 +26.6 / -33.5 SEE SN SHEET \rFj--`� S EE 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 +29.7 / -3 WALLLEGEND ---- epq�pii TYP. 2x FRAME WALL BEARINGWALL 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 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 24 TOTALAREA 2376 PATIO 23 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL EXT FRAME 2 x 4 EXT FRAME 2 x 6 CONDITIONED CEILING R-4.1 HIGH PERM R-1 1 /R-1 3 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-1 1IR-13 KRAFT FACED (GARAGE / LIVING) C%J ca C%2 ro- cgs 4r- W 0. cll� co C-� C�4 an :04 cc C= W C= Z cc r% CIJ 0 40 0 ix \N N ON 11111aklk- To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E C: (0 (D Co r-. =3 to U) CN 0 U OF LL co LL LL Lu -J Lu z = -6 �; (L G3 U) 9 L 0 W :3 0 W of UJ M L-0 Z < 0 z W (D 'o < 21 0 4-1 LU 0 LU E L U) < Q0 V-1 0 z z C& E V5 z cu 1 CID E 0 < 0 < c'o T :9� F� C: 7g- r- Z .0 2 z om W 0 z To W, < 0 6" Cl> 0 C) E2 (D U') U) C9 CD CID =3 I- It 'Ile Cr C) 0 0 C) M LO 0 4-J LL cy) 0 CN C) _qr co (D LO 6 E (U z M E r- Cl) 2 cc C: -2 0- 6 E 4-; 'a - 0 0 '0 CU 1 () -J -- < 0 C: C JOB NO: 23-06136 SCALE : AS NOTED_ SHEETNO.