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4" T-3" T-3" W-10" ® o 0 T-9" 2'-6" KITCHEN - Z( K� EXTERIOR UNITS REINFORCEWALL WIRE SHELF @WA.F.F. FOR POSSIBLE GRAB BAR PER KITCHEN SHOWER ADAREG. ® ° ® b) H REINFORCE WALL@ 17' TO 19" A.F.F. o FOR POSSIBLE WASHER DRYER (OPTIONAL) (OPTIONAL) WALLHUNG BENCH SEAT oo o C H PER ADA REG. LAUNDRY EXTERIOR HOMES SHOWER OPTION BATH 2 '-- M BACKING y ADA REQUIREMENTS - BATH 14'-0" 13'-0" op T-8"' 00 10'4" 11'-8" 1'-4" op 2 25 SH i■'------------ - - - - - - - - - _ EGRESS I © -- I _ I I - LANAI - - -- 9'-4" CLG, AFF o° 60 -- CO CRETE I `Q - i I 2' 10 OWNER'S _ -0" I - SUITE 8080 .G.D. * ill■ �' i1� 1 9'-4" FLAT CLG. q CARPET O I iv - NOTE: FIN. WALLS TO BE FLUSH FIELD Ir VERIFY FP-1 N I LID N - 12'-114' 2868 ■_ N 01 71-01, 5'-114' A - S3 -- 2868 2868 L I I N G CV I ROOM - CD T I 9'4" LAT CLG. co I RPET - 1 0. BATH o 9'4" FLAT I to o __ CLG. I 0 - � TILE _)_ 05 I WIC I N ■ I I I '-4" FLAT CLG 1 CARPET i C7 L O N 5'-4"� ' 1 3,_6"" 2' S4' 60"x36" HW , AN T - TIL L - 7' A.F.F. R&S 5 3 6 306 5-SH _ FOYER `t C l - - - - - N 9'-4" FLAT CLG. 9'-4" �.F F. Cl) - �--- TILE I REF 2068 BF CRET I I � I r I co S _ K1 91_51 M I sy I M QI KITCHEN o _ - -- 9'-4" FLAT CLG. STUDS 42" HIGH i I TILE 12'" O.C.I D KNEEWALL DINING N SINKw/ G S3 DISPOSAL I - 9'-4' FLAT CLG. I('ARPET - ( l r iI A = _ - I D/W Q A 1.0 II N LLr�r �rrr G i 5-SH i i H4 S3 83 - - ° I 668 BF / ILE/SH ER00 0TA.F 0 �� ---- - 'r' Z-83 . 6 0 4" 4'-0" CRYLI BATH 2 28 8 4" T-0" B 9'-4" FLAT CLG. c i (3) 2x4 #2 SPF w/ TS20B TILE w/ 3/4" ANCHOR B LT & -- 3068 1 1 (10) 16d NAILS BUILDER TO PROVIDE ►-► - j j O FLEX ROOMAPPLIANCE go PROTECTION wWHENLO I 914,' FLAT CLG. U) REQUIREDL II CARPET w N PER FBC II �28�68I W 7'-OJ" - - - - - 4'-0' 4' 4" T-4" 7'_34" 19 ., Al`f I C 1 1 iv 0 L_AC�EriSJ r 10 ■ rA [n -------- --- N o HANSON BOX : S3 `'' @ 36" A.F.F. I - M DB . I `� 2648 1-CAR GARAGE (.0®FJ ; w R&S 9'-4" FLAT CLG. AFF a l i0 I CONCRETE I I L 19 _ _ I 2668 I 1r 1111111 BF N EDGE OF SLAB 2" 2868 _ BEYOND WALL DRYER VENT THRU ROOF _4- - - - - - - - - - - - - - - - I I I I q G.T. BEDROOM 2 -- - - I K ~ 9'-4" FLAT CLG. - o I O CARPET S4 - CO - I NOTE: FIN. WALLS 1 TO BE FLUSH FIELD VERIFY - (2) 25 SH OD __- i 8070 GARAGE DOOR EGRESS � O 1 "-10" 8"-0" 1'-2"" 8'-0" 8'-0" 01 11'-0" 16-0" 410, 40 2T-O" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W1 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 112" 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 H8 (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 WINDOW SCHEDULE OPENING PRESSURES ENCLOSED - EXPOSURE "C" A +29.7 / -32.2 +29.7 / -39.7 © +28.3 / -30.8 6) +28.3 / -37.0 OE +26.6 / -29.1 OF +26,6 / -33.5 OG SEE SN SHEET I-I`� SEE SN SHEET 140 MPH IMNOTE: 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 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 R.O. CMU R.O. FRAME Ducts in the garage and ducts penetrating the walls or ceilings SIZE (Flange) (Fin) TYPE separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid 12 20 x 26 18 4 x 25 1 S.H. nonmetallic class 0 or classl duct board, or other approved 13 20 X 38 J 18 4 X 37 1 S.H. material and shall not have openings into the garage. 14 20 X 50 J 18 4 X 50 S.H. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 15 20 X 63 18 4 x 62 � S.H. shall be protected as required by section R302.11, Item 4. 16 20 x 72 18 4 X 71 J S.H. R302.6 Dwelling/Garage Fire Separation. 1 H2 27 1/4 X 26 26 X 25 J S.H. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. 1 H3 27 1/4 X 38 s 26 x 37 a S.H. Attachment of gypsum board shall comply with Tab;e R702,3.5. The wall separation provisions of Table R302.6 shall not apply to 1 H4 27 a X 5o a 26 x 50 S.H. garage walls that are perpendicular to the adjacent dwelling unit 11-15 274X63 26X621/2 S.H. wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Ed. or ' I 1H6 27 X 72 26 X 71 1/2 S.H. equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" 22 37 a X 26 36 2 X 25 1/2 S.H. Type-X Gyp. Bd. or equivalent. • 0 23 37 X 38 36 X 37 3/4 S.H. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. 24 37 J X 50 a 36 J x 50 S.H. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Ed. or equivalent applied 25 37 Ja X 63 36 J X 62 1/2 S.H. to the interior side of exterior walls that are within this area. 26 37 J4 X 72 36 J X 71 1/2 S.H. R312.2.1 Window Sills DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 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 32 54 X 26 52X 25 2 S H other surface below on the exterior of the building, the operable 33 54 X 38 J 52 1 X 37 i S.H. window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 34 54 X 50 $ 52 J X 50 S.H. mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided 35 54 x 63 52 1 X 62 4 S.H. with window fall prevention devices that comply with ASTM F2090. 36 54 X 72 52 x 71 S.H. 3. Operable windows that are provided with window opening p control devices that comply with Section R312.2.2. 39X59 40 X 59 N/A S.H. Chapter 45 Private Swimming Pools DOUBLE 39X59 79 X 59 N/A S.H. Outdoor swimming pools shall be provided with a barrier O 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 '___ 10072 6-2"2 9'-4" TOP OF MASONRY WALL 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 LIVING AREA 1517 S.F. GARAGE 260 S.F. LANAI 104 S.F. ENTRY 20 S.F. TOTAL SQ. FT, 1901 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE 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-11/13-13 KRAFT FACED UNIT 1500 - FLOOR PLAN (GARAGE / LIVING) SCALE:Y4"=1'-0" O G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N N N 04 C 19 f�1N N -p C .>: S at, a•. v �W '. �L s 'YOFESWO" IN 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Hf W E 8 vo m •0•.� 00N �Co Q N-S,� 25$5$ LL C J 5 LL � U_ i a Z 13 RE-0 Lu o 9 W W [O n! _� O Z IL U5 m I' U) M z ,� - N W 0 O U z U U) W El I] z N o Co Q � Q a N U o _ w Ly N f6 r-• v, U W J s 8 ice, U o N m �m o C �z M o 3 Z z¢ __J=o Q O o� z >� z® ❑a E U Qo 0 a¢°a j0 o � ¢z <a ww ..O. i rp C z U Y U m� 0 O z Z J W z z r�i Z ° 3 0< a w W <o r_ � � j _i y"- JZ <Y V0 g y= a °US cl 0¢ �N LA LO Cn ai 0) Op ca L r co o O M 07 Q T �./ Q �- CN 60 U)m 0Q O �O co 4 � z coN z E N d U � Q 0 J JOB NO: 22-08393-08388 SCALE : AS NOTED SHEET NO. 3