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KITCHEN O.BATH VARIES, 2" LESS THAN CABINETS BELOW MIRAOR SHWR. SHWR. HEAD CURTAIN ROD -0 0 24" TOWEL BAR TOWEL BAR IN ON WALL ABOVE TUB OR SHWR TOILET TOWEL BAR 9 ON BATHROOM WALL SHWR. . 6� VALVES M 50 TO LET SOAP PAPERDISH HOLDER Ln 0 Ell) TUB CN 9 9 �0 KITCHEN INTERIOR DETAILS SCALE: 1/4" V-0" THIS DIAGRAM DEPICTS TYPICAL INSTALLATION NOTE: GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 0 0 � LL U. - 7 , b N �, � I t, g CM, z uJ IL uJ 1;9 = DOUBLE RODS SINGLE ROD BATHROOM 2 16" 42" H UPPER CABINETS 36'H UPPER CABINETS- 30" H UPPER CABINETS OVERHANGS THAT EXCEED12"MAY REQUIRE A SUPPORT BRACKET 36" H BASE 0 FINISHED CABINETS- 0 0 COUNTER TOP 30" H BASE b 00 CABINETS - U) a- F 2x FRAMING- 17 ?0 1/2" GYP N BOARD A FIN. FL, zx P. I. PLATE!, N co b� I � BATHROOMS, SHOWERS AND TUBS CLOSETS/LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" 1'-0" AC PAD 12'-0" 13'-0" L If S-9" 1 '4' HB NOOK 8' -8 FL& cLG. - 17 TILE _4 _Al j I a. 0 i (n 0 iz + I 3151' - I cc, I 2. -11" 61, 2' �1� lift, il It- HI h �2 I -8" FLAT CLG -0" 1' TILE 1; A 1111111it- - REF. 6 tD [5 1 6-71' LANAI 8'-0" FLAT CLG. AFF 04 FAMILY 8'-8" FLAT CLG. CARPET 1141XII'4" "L" SHAPE CMU COLUMN J TYP. @ 2 STORY. SEE FLOOR G.T. -- - - - - JJ/S6 @ STEMWALL 3 (3) 2x4 #2 SPF 2 STUDS w/ (3) 16d DINING GG S @ BASE 8'-8" FLAT CLG. NAIL S3 80 CARPET 0 -1 (D TYF 4'-2,1 42" H 1/2 WALL 4 3-41 OR RAILING PER SPECS FLOOR G.T. - - - - -- -- - - - - CD (3) 2x4 #2 SPF U L7r - /13\ - 3 (3)_ 2 STL 1 NAII 0 WIRE SHELF @ I I 1;_� - ---I i - I r - I -_ T +54" A.F.F. I = - _:::� - I I -1--- 4- 4068 ARCH i PWDR PLUMBING LINE I D. GG __1 __4 8'-8" FLAT CLG. TO SECOND L(3) 2x4 #2 SPF S3 TILE STUDS wl HTT1 6 FLOOR AT BASE DRYER VTE PEQ_&NK FOYER LAUN Q 1 0 8'-8" FLAT CLG. 8'-8" FLAT CLG. �S4) TILE HANSON BOX TILE .......... 36" A. F.F. -)VV 1 5-4- W/ 2x4 WALL Z LU EXTERIOR WALL _J 6-74' ___ I ---I I 0 Z PAD OUT 1IT-110" z 0 1 ;: 1 1 9 I _N BUILDER TO EDGE OF SLAB 2 0 35 0 PROVIDE APPLIANCE BEYOND WALL D1 CC PROTECTION WHEN 00 NOTE: FINISHED WALLS 0 __ REQUIRED PER FBC F- Fr TO BE FLUSH. FIELD CV) LU - LU _J 8'-8" CLG. A.F.F. G.T. VERIFY. 00 > - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - T T --- - - - - - - - - - - - - - - - - 8'-0" CLG. �.F.F. I 2 LIJ LU JENTRY I L) '-0" FLAT CLG. AFF LU z _jr - - - - 9 2 - LD - - - - - - 50 >_ LL GARAGE Acc��S 8'-0" CLG. A.F.F. LU > _J o? TYP. @ SINGLE b C14 STORY 4'-4" (SEE AA/S3 FOR STEM OPT.) OP 9 r 10 K S4 HB TYP. @ GARAGE C? �0 - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ", 16070 OVERHEAD DOOR 116-0" V-8" 19'-4" 6-8" LO co 1'-4"Xl SHAPE CMU COLUMN F, Cl) HEADER SCHEDULE ARK MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE <@> (2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE <�>_ (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL - 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 - 1 3/4" X 7 1/4" <@>(2) LVL 2.OE Fb=2950 (2)-2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RA G FLIT CH 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" (A +29.7 / -32.2 +29.7 -39.7 +28.3 / -30.8 +28.3 -37.0 +26.6 / -29.1 +26.6 -33.5 SEE SN SHEET SEE SN SHEET 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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 S.H. 13 20 X 38 18JX37J S. H. 14 20 X 501 181 X 50 2 S.H. 15 20 X 63 18 1 X 62 S.H. 16 20 X 72 18 1 X 71 1 2 S.H. 27 1/4 X 26 26 X 25 S.H. 1H3 27 1/4 X 381 26 x 37 S.H. 1H4 27 1 X 501 26 x 50 S.H. 111-15 27 14 X 63 26 X 62 1/2 S.H. 11-16 27 1 X 72 26 X 71 1/2 S,H. 22 37 JX 26 36 2' X 25 1/2 S.H. 23 37JX383 8 36 J X 37 3/4 S.H. 24 37JX505 8 36 � X 50 S.H. 25 37 J X 63 36 X 62 1/2 S.H. 26 37 J X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 1 S.H. - 33 54 X 381 8 52 1 X 37 1 4 S.H. - 34 54 X 501 52'X 50 2 S.H. 35 54 X 63 52'X62' 2 2 - S.H. 36 54 X 72 52 1 X71 2 S.H. 39X59 40X59 N/A S.H. [66 UE 39X�59 79 X 59 N/A S.H. R302.5 Dwelling/Garage Open I ng/Penetration Protection Opening and penetrations through walls or ceilings separating the arage shall be in accordance with sections dwelling from the g 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 a nd residence shall be equipped with solid wood doors -3/8" in thickness, solid or honeycomb -core steel not less than 1 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. tachment of gypsum board shall comply with Tab;e R702.3.5. At The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: 9 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. - Not Less o Structure(s) Supporting Floor/Ceiling Assemblies 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 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 r (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. control devices that comply with Section R312.2.2. 3. Operable windows that are provided with window opening 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. M 1507.2 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 re installed a min. of 18" above fIr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALLLEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL 117191 I'll 1.1 BEARINGWALL 7 INTERIOR BEARING WALLS NOTED "FLOOR BEAR ING ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIViNG AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CON C 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-1 9 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFTFACED (GARAGE LIVING) FIRST FLOOR PLAN A CD a* C= CD LA- -CC - 5 cc = CL. '1111t, %J111ttift OV4 N i ....... 1c, ff c� A"(104 1 C14 M. �?" P. 0 ES 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 Engineer's signature and seal. W 'I E a 00 co 8 o 0 04 C-4 6 C C.00 10 S t- �Q Co 0 .4 C', 0 6 C') 0 0 Z co U. LL _J .6- Z C Z M S Lu a. - - - C', 5 0 W W M IL Z 00 z C.) < 3 �e z W 171 (D Z; ;z < S Z '.2 C1 0 - U_ Id S '_2 0 V) V) LU as c) g U"J r = CS Go LO _J U_ E S �� iR < 0 E U cc r6 Q 0 z CD E C14 t 2 =) M Cn g� I OW 0 z w 14 Z 0 0 8� 3 0 a.z DW mr W 0 3� C=) CD ;� z g 6 &J� mi <0 M I 0§ C) ID Co > co C) 3.. r-_ < Cr .. -6 - cc C) Cn .2 100 0 72 C14 C) CD CJ 0 0) Lo 00 Z� C14 CD E M ce) T11- 00 z - z E E T_ 0 < JOB NO 22-09405 SCALE AS NOTED SHEEr NO. SCALE: 4"=V-0"