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_ r L 1 "II'1 _ILI 1 1 1 III 111l Ni 11' 11p"l .. o Imo:ri 0 O. BATH BATHROOM 2 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES TEMP OBSC i 111 00 0 r � ec cc O. BATH ��.Il.wwl ir.r*I I*rr■ I��I i I KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD 0-- 24" TOWEL BAR TOWEL BAR w ON WALL ABOVE TOILET TOWEL BAR TUB OR SHV ON BATHROOM WALL MEDICINE60 CABINET I VALVES®e TOILET > SOAP PAPER I DISH o oz HOLDER b u� LL 4 i>>,> R O M M N TO FIN. FLR. BATHROOMS, SHOWERS AND TUBS 801 x io C7 U DOUBLE RODS SINGLE ROD CLOSETS/LAUNDRY VARIES PER FLR. PLAN TYPICAL HEADER HGT. III i r KITCHEN 42" H UPPER CABINETS�� 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE FINISHED CABINETS gp COUNTER TOP 30" H BASE © tO CABINETS m b 60 00 a- HN r; n a 1 -2" 0 a} 2x FRAMING 112" GYP ? BOARD rl rLR - FIN. LR. x SHELVING ISLAND COUNTER CABINET BLOCKING � ALT��I I I AC PAD I I Il 11 L �� "J U) N d S6 TYP. @ 2-STORY V-41XV- 11 irL" SHAPE CMU COLUMN 64' 10'.4" AC PAD TYP. @ J 2-STORY St 35 SH DINING 8'-8" FLAT CLG. CARPET GREAT RM 8'-8" FLAT CLG. CARPET 4'-4" n �n 1 U) 1/2 WALL N R RAILING PER SPECS - FLOOR G.T. 12"x12" CMU w/ (4) #5 VERTICAL ►]d LANAI 1 8'-8" FLAT CLG. A.F.F. I I I I I 6068 SGD ! -4" 8 4 I „1 -j 3' 6II erri. 10 .., (3) 2x4 #2 SPFI-- STUDS W/ (3) I I ! xl 16d NAILS AT -' 7 A E 0 I I I II 1 1 I 1 I 126168I; I I 1 I 1 BFi I ry ��Ib I I II I I I I I I I 1 I 611 171 81 0 11 1 1 151 161 - J J LL 1 LU 0- r+' FLOOR G.T. r- SHEAR WALL EDGE OF SLAB 2" BEYOND WALL W,H. T-3" 4'-5" 6'-4" Q BUILDER TO PROVIDE AT CLG S4 APPLIANCE PROTECTION S3 H1 WHEN REQUIRED PER FBC LE W/ USP LSTA 8 STRAPS (CENTERED) EACH SIDE -- PLUMBING LINE TO SECOND FLOOR IC �UD -- OF WALL TO FLOOR TRUSS ABOVE @ 16" O.C. 3 S6 t LEI h -- (n GARAGE STORY u_ > 8'-8" FLAT CLG. A.F.F. ENTRY ' w�Q N 8'-8" FLAT CLG -- O - AFF 10 I I I FLOOR G.T. I TYP. @ - SINGLE ---_---- - - I - - - - I STORY � 8"x16" CMU COLUMN I W/ 6"x12" ABOVE I INTERGRATED INTO K HB Ir WALL W/ (2) #5 S4 TYP. @ I _ I VERTICAL GARAGE? --_ co -- ---------�---^----^----- 16 70QVERHEADDOOR--__-^-_-_ 16-0" L 1'-4" 6'-4" 18'-8" N OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 +29.7 / -39.7 +28.3 / -30.8 D) +28.3 / -37.0 E +26.6 / -29.1 +26.6 / -33.5 SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 i8X25 S.H. 13 20X38 181X37 S.H. 14 20X50 18zX50 S.H. 15 20 X 63 18 � X 62 S.H. 16 20 X 72 18 1 X 71 ; S.H. 1 H2 27 114 X 26 26 X 25 4 S.H. 11-13 27 1/4 X 38' 26 x 37 4 S.H. 1 H4 274' X 501 26 x 50 S.H. 1 H5 27 X 63 26 X 62 1/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 X 25 1/2 S.H. 23 37 4 X 38 36 X 37 3/4 5. H. 24 37 J X 50 s 36 � X 50 S.H. 25 37 a X 63 36 X 62 112 S.H. 26 37JX72 36 X711/2 S.H. DOUBLE 2 WIDE 75" TALL 731 WIDE S.H. 32 54 X 26 52 ' X 25 ' S.H. 33 54X38i 52'X37iq S.H. 34 54 X 50 52 � X 50 S.H. 35 54 X 63 52 1 X 62 S.H. 36 54 X 72 52 4 X 71 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 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 H$ (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2"' Follow Q/S4. See Plan for 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 R302.5 Dwelling/Garage Opening/Penetration P n Opening and penetrations through walls or ceili arating the dwelling from the garage shall be in accordance ctions R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a roc , y ed for sleeping purposes shall not be permitted. Other c " gs between the garage and residence shall be equipped with M, woad doors not less than 1-3/8" in thickness, solid or honeycGi are steel doors not less than 1-3/8" thick, or 20-minute fire-ratedi doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls Otr 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 ar 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. 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 TA B U LAT I O N FIRST LIVING 728 S.F, SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC 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 - ELEV A � a CK >w C-4. =�� � ax� r r; 71 sra C), C4 d Qo N" t. E A' 0 M G�" t3o P 7�0 tole To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal W E 4 4 M W) N m 0� (0 P H (/JNo i wa N C , 2 w m 'v yggy, w Iyy� a 3U 5 Z 7; z ib Q J Q 0NtD tti m e �W.r Cl)z w_ C�, M ©U ❑O� x W N M to Q) (D L LL LU U' tO W v) w (U .s 933 33 0 (3 8 a w U s a E 8 o w s g o": Fo 0p 0. an 0 Wz cC='o rp 91 F- az iy, p wz r w u �0 A 3 U W 0 mw Tx aW T� 0 C _ B > 0 0 No L0 Cr Y O m 4-a 0 L0 �-.+ a r, .Q a, r,.. - m N Ln 04 ai ;� (D (j r'�+ N o Z Z� E ( c c CL U J J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO.