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;2 M 40 19 CL E E :L .4 .0 i6 E-. MR1 M M Ll -1-i I KITCHEN 0. BATH 11 KITCHEN BATHROOM 2 6C I INTERIOR DETAILS SCALE: 114" = V-0" VENEER KEY PLAN SCALE: 1/4 "=11'4' NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2- LESS THAN CABINETS BELOW MIRROR VARIES Lu MED CINE CABINET U. Ob COY Cn M 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL 60 TOILET PAPER HOLDER SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD 0- 0 z SINGLE TOWEL BAR IN ROD TUB OR SHWR. SHWR. VALVES Lu &D 9 &; SOAP DISH U) TTOU 7B KITCHEN POWDER BATH C14 5 ;I Lr. 1'-4"X1'4" "L' SHAPE CMU COLUMN -------------- A Sri E A I LANAI 1 V-13" FLAT CLG. A.F.F. G T. 9 9 zo AC PAD 11Y.O., 131-0" Z-01' 1 (D HB 4h 35 SH 6068 - - --- - q wt= DINING T NOOK 7 8'-8" FLAT CLG. 8'-8" FLAT C LG. 00 CARPET TILE 9 13'-2" 4 24" 2'-8" V-0" a._1 1. U) L LO 04 - - - - - - - - - - - - 2x6 WALL M 2068 D.W. Cl) FAMILY LO BF. LL 8'-8" FLAT CLG. SINK 00 CARPET wt DISP KITCHEN C14 L TYP. @ 1 8'-8" FLAT CLG. 2 STORY TILE t LU- I C"! C'4 U? Z TYP. @ (3),!x4 #2 SPF STUDS W/ 2 STORY UST HTT16 @ BASE u_ I - Ui UNMER FG1 TRUSS Orr �1 31-111 11 2' k" 42" HIGH 1/2 ALT AC PAD WALL W1 1x CAP 9 U) 4'-l' o. T-1" 7 1# 4'-8- T-4" 3' 19 U) CN \-PLUMBING LINE Cl) TO SECOND FLOOR PW TP 9 _1 '-8" FLAT CLG. 60 (3) 2x4 #2 SPF UF I TILE 10" 0" 1 26P8 PF. I U) STUDS W/ USP OPEN TO ABV.,, D HTT`16@13ASE-� S3 1 2 1 4�il 51 61 17 41 01 111211311 1151 286 8 E EDGE OF SLAB Wft- I I I I I It 11 11 11 .1 - . I _=111111111111"...."."! C.. 2868 J0100- 100- 2" BEYOND W. FOYE-R WALL -8'-8"FLATCLG. Q H2 S4 C W.H. LU - TILE W z S3 MOX 4'-l" 111-11 2'-8 T-110" op 64" >- Lu G) BUILDER TO PROVIDE LL 0 cr 9 g MAN 0 -4-NOTE: FINISHED WALLS APPLIANCE PROTECTION w 0 =) > TO BE FLUSH. FIELD WHEN REQUIRED PER FB Cj VERIFY. Z LU su*�z 0 Z ATTIC A_(:�CESS __1 i 9 _J 0 ENT Y L -ij 0 < 1 8'-8" F CLG. LL A 0 LU W __1 > Lu 04 G.T. 1, 2'-4" -G-ARAGE ----- - - - - - - - 7-- ("A '��3� U) I 8'-8" FLAT CLG. A.F.F. I I TYP. @ I SINGLE 7 STORY K S4 TYP @ HB GARAGE cl) 0 16070 OVERHEAD DOOR- LE J J J J _� 42"H UPPER CABINETS - 36"H UPPER CABINETS - 30" H UPPER 16" FOR LINEN CABINETS - 12" FOR PANTRY OVERHANGS THAT EXCEED12"MAY REQUIRE A SUPPORT cr BRACKET 36" H BASE 0 0 FINISHED CABINETS- COUNTER TOP 30" H BASE CABINETS - 0 IL IL2:4 0 2x ;P &D FRAMING- 112"GYP N BOARD - ------- 60 .0 BATHROOMS, SHOWERS AND TUBS CLOSETS/LAUNDRY SHELVING ISLANDCOUNTER CABINETBILOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" 0 11-101, WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18JX25i S.H. 13 20 X 38 J 184X37i S.H. 14 20 X 501 18J X 50 S.H. 15 20 X 63 184X62i S.H. 16 20 X 72 18 J X 71 J S.H. 11-12 27 1/4 X 26 26X254 S.H. 1143 27 1/4 X 38 J 26 x 37 1 S.H. 1H4 H. 1H5 27JX63 26 X 62 1/2 S.H. 1H6 27JX 72 26 X 71 1/2 S.H. 22 37JX26 36JX25 1/2 S.H. 23 37JX38i 36 J X 37 3/4 S.H. 24 37JX50i 36JX50 S.H. 25 37 J X 63 36JX62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75"TALL 73JWIDE S.H. 32 54 X 26 52JX254 S.H. 33 54 X 38 J 524X37i S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 524X624 S.H. 36 54 X 72 524X714 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 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X10 #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) - 13/4" X 9 1/4" LVIL 2.OE Fb=2950 <@>(2) - 13/4" X 16" LVIL 2.OE Fb=2950 (2) - 13/4' X 7 1/4" LVL 2.OE Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow QIS4. 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" 1" �A +29.7 -32.2 B +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 - B. SCALE: X"=V-0" 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 f1r. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALLLEGEND I I I I I I = MASONRY HGT. @ 8'-8" A.F.F. �� TYP. 2x FRAME WALL 1100 0000000, 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 SECOND FLOOR LIVING AREA 721 S. F. 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 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 EA GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. C-4 co C� _J C* 2 -2c 2 4A CL.= E 35 I_ CD < Ile L_ C) X '?OFESWO'�* 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. E C> M 8 cc, 0 04 - ol 0 JJ3 "20 6N 0 'u, L� LL. L 0 z -d y z = 8 0 M C 2 M 0 s Cr i:S :e �; LIJ = M C� M M 05 z Z 00 d Lu L0 U unL0 04 z Cl) W) C11 0 U 4-1 LLJ 0 L', V) 01- ED E < CIA CM C"> LL_ E zo 1� -0 > zM < E 8 'z K, 0� 9 6 E < 00 0 C,0 0 Xz W z CA> C < 0 1, OM Z, z G) z 0z W C) X. 0 z <.- > �. 0, cl-> Ir W, 0 . < 0 .2 C) X 0 03 (D C0 U") Cr U) L0 0 ca 0 L,0 0) N C%4 LO U) 0 14" C'4 < E CY) CY) LO 0 M z :3 E EL _J < (D _J JOB NO: 23-06105 SCALE AS NOTED SHEE717 NO.