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15 E E 12 :L U) 0 14 CD 3 N 0. BATH KITCHEN Ir 9 KITCHEN BATHROOM 2 c Oi 6: INTERIOR DETAILS. SCALE: 1/4" = V-0" VENEER KEY PLAN SCALE: 1/4 "=1'-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW T MIRROR SHWR. SHWR. VARIES CURTAIN HEAD ROD 0 0- 24" TOWEL BAR TOWELBAR 0 W E > ON WALL ABOVE TOILET TOWELBAR TUB OR SHV __N_fF_ ON BATHROOM WALL Z? SHWR. MEDICINE 60 1 VALVES CABINET TOILET SOAP PAPER EO - - DISH HOLDER 9 Ct-0- 0 0 LL LL IFIN. aFLR Cl) ETO B J J J BATHROOMS, SHOWERS AND TUBS z w DOUBLE RODS SINGLE ROD CLOSETS / LAUNDRY KITCHEN POWDER BATH C14 ____3 V 16-0" 9 AC PAD 101-0.. (D 35 SH DINING 8'-8" FLAT CLG. 9 ao CARPET U) LID 7-1 C, C� TYP. @ 2 STORY M Cn LO C14 FAMILY 8'-8" FLAT CLG. CARPET 42" HIGH 1/2 WALL W/ 1 x CAF 4--l" I. T-1- (3) 2x4 #2 SPF STUDS W1 USP OPEN U 21 HTT1 6 @ BASE TO ABV. 11 FOYER 8'-8" FLAT CLG. TILE win I? I ENTRY 8'-8" FLAT CLG 42" H UPPER CABINETS---------, 36- H UPPER CABINETS---------. 30" H UPPER 1p- FOR LINEN CABINETS J FOR PANTRY OVERHANGS THAT EXCEED12"MAY REQUIRE A SUPPORT BRACKET 36" H BASE 0 FINISHED CABINETS 8 COUNTERTOP--� 3� ".H BASE:� 9 A INE TS OD 50 60 9 LL b EL IL2�4 0 2x Cl) ;0 FRAMING- ID 1/2" GYP Cl) C? BOARD - FIN. FLR. A -IFIN. FLR. P zX P. 1. bIJ L t: PLATE:" SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" C� 101-01 A 11 1'-4"X1'-4" "L" SHAPE CMU COLUMN -------------- LANAI 1 8'-8" FLAT CLG. A.F.F. G.T. 2-01' HB 6068 46 NOOK 8'- 8" FLAT CLG. TILE 13'-2" 7-7- 2'-8" 6-0" 41 T_ A 2x6WALL___ F - - - 2068 1 I D.W. Lo BF� LL=- -- I SINK W/ DISIP KITCHEN 8'-8" Fn:T CLG. TILE Lu 0 Z TYP. @ (3) -Ix4 #2 SPF STUDS W/ 2 STORY U'S�; HTT 6 (a BASE � LU UNMER: FG1 TRUSS oix 3'_1 1" 210. 1 11 ALT AC PAD L /3'-4" T-2" 4" PLUMBING LINE TOSECOND FLOOR PVV LJ _TP '-8" FLAT CLG. TI L: E 1 9_6P8 PF. I I D 17 11RAR S3 I I z 1 1151 1141 101 1 1 r-n(I-P nr 4zi AP 4 2" BEYOND W. WALL Q M Ir I.- H2 S4 ILL! - P S3 LU 0 IX 0 2'.8- 10 0. T-10" >- � LU Ir U_ 0 BUILDER TO PROVIDE cr d _J 1 0 _-4-NOTE: FINISHED WALLS APPLIANCE PROTECTION I > TO BE FLUSH. FIELD WHEN REQUIRED PER FBC VERIFY. Z U-1 0 z ATTIC < ACCESS' _J L 0 < LL 1-- W W _J > Li c`4 L G.T. &D A GARAGE ------------ 3� 8'-8" FLAT CLG. A.F.F. TYP. @ SINGLE STORY K S4 TYP. @ H B tGARAG\E - - - - - - - - - - - - - - - - - M N[ - - - - J- -J- 1-60-70-OVERHEAD DOOR F_ 19'-8" C\1 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 184X254 S.H. 13 20X38J 18JX37i S.H. 14 20X501 184X50 S.H.. 15 20X63 184X624 S.H. 16 20 X 72 18 4 X 714 S.H. 11-12 27 1/4 X 26 26X254 S.H. 11-13 27 1/4 X 38 26 x 37 1 S.H. 1H4 27 J X 50 1 26 x 50 S.H. 11-15 27JX63 26 X 62 1/2 S.H. 11-16 27JX72 26 X 71 112 S.H. 22 37JX26 36 J X 25 112 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36JX50 S.H. 25 37JX63 36JX62 1/2 S.H. 26 37JX72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 501 52 JX 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 JX 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE <e(2) > - 2X8 #2 SYP W/ 1/2- FLITCH PLATE <@>(2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE <e>(2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 13/4" X 9 1/4" LVL 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 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE I Follow Q/S4. See Plan for 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" +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 FIRST FLOOR PLAN - A. SCALE: Y4"=1'-0" General Notes R302.5 Dwelling/Garage Open ing/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 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 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. 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 installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALLLEGEND I MASONRY HGT. @ 8'-8" A.F.F. 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 FIRST FLOOR LIVING AREA 721 S.F. SECOND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC 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 R-11/R-13 KRAFT FACED (GARAGE / LIVING) G.C� TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. cri C= C" E CD C* 3: CV W CD (J CL) C= a C2- C3 CI)l C14 #I/ CW> X .......... *. 'S R._-No S T i% T E 0 F 1JJ op 0 R, Y, 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. Engineees signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W E SO 0 N 0 , oo 0) r,- rL L-, LU 0 CN 0 (L LIJ 0 0 13 _J u_ z 2� -d .0 z C = M 8 0 X 1% �E�, C) 0C,4(0MuJg =21-;; � W -�4 (S CP z z L Lu zo 0 T z do 1100 W m ce) C) < W ur) W W u_ 4- LU _LL, 0 L/) C2�- C) LMU win E 8 fi 4) j5 W Mid 0�: < C`� cl'� z 0 z z < __J U_ ,,f E ZR < A zE 00 fu t �1 b Z� tz C z < 0 z M 0 :5 N z W z M 1< Wo O;E z 0 �6 0 (7) CN CL 0 LO < Cr 0 N ch L) M _J +-J 0 V) 4011 0 LL r*-,. _�d (L) C) p 04 ICU N M ICY) CD CD 04 Lf) CD (D E 0) CY) z M z E N Cn Cn 2 a. E 4i 0 0 0 _J 'a 'a < _J JOB NO: 23-02469 SCALE : AS NOTED SHEEr NO.