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tslo, VARIES, 2" LESS THAN CABINETS BELOW MIRROR KITCHEN 0. BATH L710- I I 7MI, , , � � KITCHEN BATHROOM 2 INTERIOR DETAILS SCALE: 1/4" = V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD 0 E W Lu 24" TOWEL BAR ON WALL ABOVE TOILET TOWELBAR TOWEL BAR IN TUB OR SHWR. ON BATHROOM WALL SHWR. MEDICIN� VALVES CABINET TOILET SOAP PAPER zo DISH HOLDER cr cc 02 02 LL > rF--O 7 A FIN. FLR z Lu 0. Lu ;0 M d DOUBLE RODS 9 42" H UPPER CABINETS -, 36" H UPPER CABINETS- Jp"11RUIEN 30" H UPPER F5R PANTRY OVERHANGS THAT CABINETS EXCEED12"MAY REQUIRE A SUPPORT BRACKET 36"H BASE 8 FINISHED CABINETS - COUNTER TOP 30" H BASE -7 1 CABINETS - 0- V-2- 0 2x FRAMING- C1 &D 7 112" GYP BOARD I U 11 ILR. I F1 P1 " "X. 1. bULL HLA 11750 SINGLE ROD 19 60 E 60 rdzT BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" 1'-4"Xl '4" "L" SHAPE CMU COLUMN 9 N U) ur� 04 Am" N VIA TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL LID co C (D 00 _1� V-4"XIII-4" "L" J SHAPE CMU COLUMN 2.51-n" 1. 13'-0" 12'-0" ,11 -4-4. T-9" 8'-3" --------------------- 71 LPAD HB (D 35-SH ------------------- t LANAI NOOK,. 8'-0" FLAT CLG. AFF 8'-8" FLAT CLG"_"' TILE 12-4- 6068 SGD _J -4 L - ------ 0 L P W-10 t F: F a. Lu 0 z z FAMILY 8'-8" FLAT CLG. CARPET L -T -A 2'411 1 TCH 8'-8" FLAT CLG. 468 TILE 0 _01 z: FLOOR G.T. ld� REF + L - - - - 4 13 DINING (3) 2x4 #2 SPF 12 STUDS w/ (3) 16d (r" G, 8'-8" FLAT CLG. NAILS @ BASE 11 CARPET - S3 60 (D P 10 42" H 1/2 WALL -J T-3" 4'-2j" 9 OR RAILING PER SPECS 8 FLOORG.T. (3) 2x4 #2 SPF STUDS w/ (3) 16d a NAILS @ BASE cr P C� 0 0 J U_ 11 2 3 41 51 . I. 4068 'ARCH PWR C� (3) 2x4 #2 SPF 8'-8" FLA G. Q?7 W. STUDS w/ HTT16- TILE 4 AT BASE TP OP PE K FOYER U) LALIN 8'-8" FLAT CLG. T Q '-8" FLAT CLG . D. 4 TILE FL TILE b SW H1 6-741" 64" 1-0 T-23 4 4" 7 cli EDGE OF SLAB 2" BUILDER TO -3 BEYOND WALL PROVIDE APPLIANCE PROTECTION WHEN 00 NOTE: FINISHED WALLS CD REQUIRED PER FBC 0 C0 TO BE FLUSH. FIELD - VERIFY. G.T. 41& - - - - - - - - - - - - - - - - - - - 8'-8" CLG. A. F. F. - - - - - - - - - - - - - - - - - - - --- 1 8'-0" CLG. A.F.F. 11 ENTRY1 54" x .021, Z _J LU _18'-O" FLAT CLG. AFFF z IATTIC < I ie�P�E±81 . J L) MW--- GARAGE 0 i 8'-0" CLG. A.F.F. OP Fr 0 LU Lu _J N TYP. @ SINGLE > Lu V-4" 4�4' STORY (SEE AA/S3 FOR STEM OPT.) r--------------------------------- I I I I I I I I I I I I K I I I I I I I TYP. @ S4 I I ---------- GARAGE --------------- 16070 OVERHEAD DOOR V-8" 116-0" V-8" 119-4" 5'-8" 25'-0" -1 EXTERIOR WALL W/ 2x4 WALL PAD OUT HANSON BOX @ 36" A. F. F. ,,---DRYER VTE PLUMBING LINE TO SECOND FLOOR �-WIRE SHELF @ +54" A. F.F. LU LU z ,0 LU 0 > _5 000 I 80 X: -41 HB 9 I-) 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) - 2X1 0 #2 SYP W1 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 13/4" X 9 1/4" LVIL 2.OE Fb=2950 H7 (2) - 13/4" X 16" LVIL 2.OE Fb=2950 (2) - 13/4" X 7 1/4" LVIL 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 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:1 140MPH 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 18JX25� S.H. 13 20 X 38 3 8 18'X37i 2 S.H. 14 20 X 50 1 18 21 X 50 S.H. 15 20 X 63 18 2'X 621 2 S.H. 16 20 X 72 18 2'X 71 S.H. 1112 27 1/4 X 26 26 X 25 S.H. 27 1/4 X 38 3 26 x 37 S.H. 27 14 X 50 8 26 x 50 S.H. 27 14 X 63 26 X 62 1/2 S.H. 27 14 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 38 36 J X 37 3/4 S.H. 24 37 J X 50'8 36 4 X 50 S.H. 25 37JX63 36JX62 1/2 S.H. 26 37 J X 72 36 2' X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2' Wf DE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 38 3 52 1 X 37 S.H. 34 54 X 50 5 52 21 X 50 S.H. 35 54 X 63 52 ' X 62 12 S.H. 36 54 X 72 52 2'X 712' S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 L_ 79 X 59 I N/A I S.H. I ------- i R302.5 Dwelling/Garage Open i 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 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: III, 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 contro evices t at comp y wit ect on . . . 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 I 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 F7 I I I _71 MASONRY HGT. @ F-13" A.F.F. MASONRY HGT. @ 8'-0" 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 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 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 jR-11/R-13 KRAFTFACED1 (GARAGE / LIVING) FIRST FLOOR PLAN - ELEV-B SCALE: Y4"=V-0" -C4 U_ cz C= W C14 C= Cc CIA CD C5 0- 05 'a?'O W SE -*&i VC 0 ,-,9 C-3 FLO 4� OF Yt`� - To the best of the Engineers knowiedge, infornafion 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 bealing Engineers signature and seal. W E 0 'S 8 'kli co, 1� CD CID 0 05 U, W_ Z :2 .9 N 0 4b ce) V c: _J u_ LL cU L, CIL WL r, z ca 2 8 0 02 r.- Co z Z� 0 C, z LL 0 0 0 z 0 U) W 0 4--J LL, C� �E :9- 0 OU-) L.0 ON I- U) E 8 ts, N Cz 44 V3 C13 z 00 z z < _J U_ Ins E E5 g CL 0 E u ru, Q 0 00 0% C:) E C14 ro t 0 z .0 z _J 0, z 2., 0 2 < zz 0 J 2 z W C) M0 1, X0 CD 0 zi 0 tz C:) cy) cc 0 Co r., >, CU c) -6 CU 0 U) .2 CN L0 72 C0 04 (-9 C-4 C:) 0) C) C14 C) U') CN `t N 4) E CY) 04 E 0 cc z T_ E M ca E 0 '6 < 0 -1 JOB NO 22-12361 SCALE : AS NOTED SHEET NO.