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ac a a r0r r0 P�l 0 �., I J �,� 1J� KITCHEN O. BATH 0 00 KITCHEN BATHROOM 2 INTERIOR DETAILS SCALE: 1/4" = V-0" 1'-4"X1'-4" "L„ SHAPE CMU COLUMN fn v� N 4 0 Cl) (V 60 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION VARIES, 2" LESS THAN GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 42" H UPPER CABINETS BELOW CABINETS-� � { 36"H UPPER CA I CABINETS MIRROR -�. SHWR. SHWR, DOUBLE 30" H UPPER CURTAIN HEAD RODS 16" FOR LINEN CABINETS-� VARIES ROD 12" FOR PANTRY Z OVERHANGS THAT g SINGLE EXCEED 12" MAY 24" TOWEL BAR TOWEL BAR IN n ROD REQUIRE A SUPPORT ru ON WALL ABOVE TUB OR SHWR. TOILET TOWEL BAR a BRACKET 36" H BASE O ON BATHROOM WALL 0 FINISHED CABINETS- SHWR. COUNTER TOP 30" H BASE CABINIET `o VALVES® _ $ CABINETS00 MEDIC - TOILET t4 SOAP 'P r, U.`ia PAPER iO DISH °P 1 � r HOLDER 9 L to LO 0 Z�3 ZZZZQ o v t4 ap FRAMING in is 1/2" GYP iv .vv ' rNi `' iv TUB r BOARD - BATHROOMS, SHOWERS AND TUBS CLOSETS/LAUNDRY SHELVING V ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = 1'-0" ME NZA TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 0 CO 1'-4"X1'-4" "L" J SHAPE CMU COLUMN 13'-0" 12'-0" 1'-4" 1 V-8" T-9" 8'-3" LPAD HB O 35-SH ■ - - - - - - - - I - - - - - - - - - - - - - - II ■ I I I LANAI I ;NOOK I 8'-0" FLAT CLG. AFF I 8'-8" FLAT CLGA-- TILE o 12,-4„ - *- I i �� I ■ ! I II I ■ � II I, I f - � I I I ■ ■ -I 1 I N ! r 1 - 1 W 1 LIJ F0_ I o 0 N i F O 1 z FAMILY - --- - ■ 8'-8" FLAT CLG. j 1I o " ( ■ -- CARPET JI ..I.. I -- -� �a 2�2„ _ - - - I I - I I - ITCH8 8'-8" FLAT CLG. I'I 2468 - TILE '-0 N fV _ (n FLOOR G.T. rn --------------- --- F- _ _ _ _ -REF ~ - - - - - - - 16 , 15 5' 741" 14 13 DINING (3) 2x4 #2 SPF 12 STUDS w/ (3) 16d ■ 8'-8" FLAT CLG. NAILS @ BASE 11 CARPET S3 - is n.p 10 42" H 1/2 WALL T-3" 4'-2 " 9 OR RAILING PER SPECS FLOOR G.T. 8 -------- ------ - - --- 7 ■ (3) 2x4 #2 SPF 6 ■ STUDS w/ (3) 16d =t NAILS @ BASEN p -_ O - co O u" - a 1 2 3 5 - - � 4068 ARCH _ � PWDR GG , #w// 8'-8" FLAT CLG. /cod S3 W. I STUDS HTT16 - - _1 TILE -rL _ ■ AT BASE - I TP c o0 FOYER PE �' LAU N Q la 8'-8" FLAT CLG ( 0 ) - I 8'-8" FLAT CLG. D I - TILE C�61✓ - S4 TILE r3 SW -- W.H. N 1T-10" - EDGE OF SLAB 2" BUILDER TO - BEYOND WALL (i) PROVIDE APPLIANCE PROTECTION WHEN I 0 8 NOTE: FINISHED WALLS REQUIRED PER FBC TO BE FLUSH. FIELD - VERIFY. G_T. 8'-8" CLG. A.F.F. -- ---- - ----------- I V-0" CLG. A.F.F. ENTRY _ _ 54 x 24L 54 8'-0" FLAT CLG. AF --_� ATTIC ,' I 1 oQ n Vw------ ..• GARAGE `A �----J ¢ ) U 8'-0" CLG. A.F.F. H OP F W 04 TYP. @ SINGLE > W V-4" 4'4" STORY rA (SEE AA/S3 FOR STEM OPT_ S3 - - - - - -) - I I I I I I I I K I I I I I TYP @ S4 I I o ------------------------------- GARAGE I I 16070 OVERHEAD DOOR 16-0" 19'4° 25-0" 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. 0r Cr r- W LU z o 2Om HUH J B HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 HS (2) - 1 3/4" X 7 1/4" LVL 2.0E 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" �A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 D , +28.3 / -37.0 0E +26.6 / -29.1 +26.6 / -33.5 SEE SN SHEET O SEE SN SHEET � 40 MPH 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 20X26 18JX25J S.H. 13 20 X 38 J 181 X 37 Jq S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18JX62J S.H. 16 20X72 182X71� S.H. 1 H2 27 1/4 X 26 26 X 25 1 S.H. 1H3 27 1/4 X 38 J 26 x 37 1 S.H. 1 H4 271 X 501 26 x 50 S.H. 1 H5 27 1 X 63 26 X 62 1/2 S.H. 1 H6 271 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 } 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 1 36 3 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 J S.H. 33 54 X 38 J 52 X 37 J S.H. 34 54 X 501 521 X 50 S.H. 35 54 X 63 52 1 X 62 2 S.H. 36 54 X 72 52 J X 712' S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/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 R302.11, 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. 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. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ V-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. EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 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) FIRST FLOOR PLAN -B SCALE: Y4"=1'-0" On C" o in CD =o W N ca a � C W C� Q X N m I.L N G IZ M O Q � N 3 °= a>• x E 3L to 3 a u m E400 m .� ,n a a c E � o K �✓ r' Ste` ��' 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 Engineer's signature and seal. EWA I- A C IA �Iwo NL,20�� yN� LL C .J L LL �1f V _ C LL LL ow �0 rn a Y W`I13grc 0 °. m W IL Z I J N & z° d r Z N OL 0 W ❑ o Z N th z z J - vo Z Cl) 4-J f0 (/7 w 5e jr .0 o �• 0 w N W m =Q c . S Q Ln O �rj oa u�l 2 LL E F oLL g Q 0 E V wz Zw na o EQ Zo CD C/) � Z ¢ Y ° A O� ZC m N =o cw z W 8 $ $ -a i �w O a4 a� d' z1�4 0U ^i 0 Ci = >M O M Co co,-� N o N J CL (� m CN o _ O L lie C0 co CN m N CD Ln o z E E M rt a o U �? ¢ p � 30B NO: 23-00512 SCALE : AS NOTED SHEET NO. 1.�