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10hi&dLffhil1WM 1AIL L�. Ai --a - - ' - __ i - - I E E= LZ 0 tz: YP @ 2 STORY H.B. 60 cli F - - - - - - - - - - - - I ILLJ 1 1 1 I> 10 0 LL I U_ Ir 10 0 1 LU -J r-7-- - - - - - C4 77 24 24 OPT. REF. r7 I -T-----T- I 12'- 16" DEEP 2 x 6 WALL rac_� 66�7& F 4'-8' KITCHEN 8'-I'FL�T OLG.1 -TI�E 2368 768 H1 36 M :3 4-0 I J 6'-2" r- - - - - - - - - - - - - - - - - - - - - - - r lu Li _----EDGE OF SLAB 2- BEYOND WALL 20'-6" cr U.1 > 1 10 ILI, zo b 04 A 6-6" 4'-1 011 2 CAR GARAGE I r PATIO DINING ROOM 8'-8" FLAT CLG. 9 (D0 CARPET (0 LO U*) (3) 2X4 #2 SPF W1 (3) 16d TOENAILS BASE TYP @ 2 STORY J �6 u_ 8'-8" FLAT CLG. AFF BUILDER TO PROVIDE 2'-6" V APPLIANCE PROTECTION WHEN REQUIRED PER FBC (3) 2X4 #2 SPF W/ (3) 16d TOENAILS @ BASE 0 W.H. I D I S3 I L W/ -011, PFW (3) 2X4 #2 SPF 4'-0" 4AILS (3) 16d TOENAILS @ BASE T�T. - - - - - - - 1 3068 YER_ - I I - 7 8'-8 LAT CLG. nB TILE 6'-0" 4-21, b u Ll T-8' S-8" 3'-6" 9 (2) #5'S 9 U? Ar 2068 B. F HDR AT 7'-4" TRY, 8'-8" FLAT CL�,__ _Ar1r I K ZD -1 N c? 2- H 5-SH ALL 2x6 WALL 00 00 FL 0 G_ rGG PWD ----------- PLUMBING LINE TO SECOND FLOOR 4'-0" �,_On (2) #5'S C� 00 L &D FAMILY ROOM 8'-8" FLAT CLG. CARPET FLOOR G.T. (3) 2X4 #2 SPF - - - . - ___ i - 8'-8" FL W/ (3) 16d TOENAILS@ .00%% BASE _4 +42"SLOPING 12 0 HALF WALL/ 11 10 1 21 3 4�1 511 61 I I UP . . . � . fl I 16R rl ; ; I I Gi (iS3 CV) FLEX 8'-8" FLAT CLG. CARPET I LO TYP @ 2 STORY CACPAD 9 co 0 111111111101 11.1 loll 1 1101 1 111*1 hi 1101111,011111111111111111111111111111 111111111111IM11 H.B.-, J S6 TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3) 16d TOENAILS @ BASE -01, HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE <6>(2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 13/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 1 <e> (2) - 13/4' X 16" LVL 2.OE Fb=2950 (2) - 13/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG 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 18JX25J S.H. 13 20 X 38J 18JX37J S.H. 14 20 X 501 18ix 50 S.H. 15 20 X 63 18 X 62 J S.H. 16 20 X 72 18 X 71 J S.H. 11-12 27 1/4 X 26 26 X 25 J S.H. 1H3 27 1/4 X 38 J 26 x 37 1 S.H. 1114 27 J X 50 J 26 x 50 S.H. 11-15 27JX63 26 X 62 1/2 S.H. IH6 27 4 X 72 26 X 71 112 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36JX 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 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 501 52 J 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 39iii7 79 X 59 N/A S.H.A FIRST FLOOR PLAN - B1 SCALE: Y4"=V-0" General Notes R302.5 Dwelling/Garage Open! ng/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 Table 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. 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 (11829 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 its largest opened position. 2. Operable windows that are provided 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" rA') +29.7 -32.2 I- �Lj +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 SEE SN SHEET SEE N SHEET PH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 _+29.7 / -39.7 WALL LEGEND 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 11131" FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1489 AREA LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTALAREA 3044 INSULATION REQ. LOCATION R-VALIJE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1/R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-111R-13 KRAFTFACED C14 C14 % E Wko ,z' ENS .0 4.).' No pf7875 ir= LUZ 0 F z. N X % 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. 0 W 2 t` S E r1_0 C,) 8 0 Lo C, 04 442) 40 US rc-, gu at LL z 's Y M 0 P W z "o 0 Lo z Lo 0 z L) CD Ile 13 V) 1a) :2! 48 0 4_J (0 C_ LU 0 LAJ 8 LI) U LU C_ C) < r- 4=> �R -.0 ir W M E 0 1 0 E 0!1 0 R1 zE C14 _ X 0 cr Z Q) 01 Ul0 LD 2 00 z I I 105 < 01 .0 C) 9 _117 . (0 W 0 (0 0 0 0 > 0 C:) < > 0 0 0 C C 0 U-) E ca cr) r--. X C14 Irl, U J 04 04 00 00 to U-) E Cl) C'J z M z E 4=1, E 0 JOB NO: 21-2023 SCALE : AS NOTED SHEET NO. 1.0