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TEMP BA SHOWER ENCLOSU ON CURB I. I i - i I. I I i I 2'-0" 3" 9„ 2,-6„ 1, O„ 3,_O„ 't. I I - WIRE SHELF WASHER DRYER (OPTIONAL) (OPTIONAL) Z( L LAUNDRY INTERIOR HOMES SHOWER OPTION BATH 2 26-8" 2 25 SH O ■ ■ ■ ___ ■ EGRESS LANAI i 9'-4" CLG. AFF ■ CONCRETE OWNER'S SUITE 1'-6" 10'-10" 9'-4" FLAT CLG. CARPET 8080 S.G.D. NOTE: FIN. WALLS 3 TO BE FLUSH FIELD O VERIFY FP-1 I iv I 12'-114' 2868 `D 3 F P-'I T-0" LO 5'-11411 010 2868 2868 I o I I IV L0 EO I I I�I!O. BATH 9'-4" FLAT I WIC I o i CLG. 1 '-4" FLAT CILG I U) TILE U CARPET I o IN crI TO" 2„ 2, 9„ 2"�l� 32 2'-0" 32„ i 1 5'4" i T-34„ 2'-8° T-041„ LIVING ROOM 9'-4" FLAT CLG. CARPET 13'-04" DINING 9'-4" FLAT CLG. CARPET I I I 60"x36" 1 0' SHW . AN M TIL 0 L--- - `° 00 KITCHEN - IET A.F.F. R&S ��a z( K2 3'7" 6' S" INTERIOR UNITS in I I 0�6 �------ &4 Cl) / / FLEX 0 ° r- REINFORCE WALL @36"AFF ROOM o) N I I O\5e 3 11_l FOR POSSIBLE GRAB BAR PER 9'-4" FLAT CLG. z K2 CV r - - w FLEX ROOM SHOWER ADAREO n CARPET p M i i i D/w �- Z REINFORCEWALL@ rl -J1 KITC H EN ° 1 I' 17• TO IT A.F F FORPOSSIBLE " WALL HUNG LLLJJJ I iI I 5'-s" 4'-94" I I 9'-4" FLAT CLG. I I BENCH SEAT G w/ STUDS G TILE REF 1 PER ADAREO �; SIM. W/ SYP �� @ 12" O.C. S3 \ STUDS @ 12" g3 5'-04„ 3, 4„ 5,_0„ 2, „ O.C. f 1 5-SH S4 D 2 BF o� 068 D o x 2x6BACKING � '- H5 O Ne�68 v�5-SH H4 In I 2868 - ----- ---- , Mgt ADA REQUIREMENTS- Hu 2868 BATH O 2868 -1 (3) 2x4 #2 SPF w/ LTS20B�// i LA U N . b I HANSON BOX BATH 2 w/ 3/4" ANCHOR BOLT & 9'-4" FLAT CLG. ;n 1 @ 36" A.F.F. 9'-4" FLAT CLG. (10) 16d NAILS TILE I � TILE DBL. 01 3: DRYER VENT THRU ROOF R&S U-)2668 BF ------- ili 2868 SC 2868 2668 BF BUILDER TO EDGE OF SLAB 2" PROVIDE BEYOND WALL - - r APPLIANCE 5'-6" 4,_94„ 5 04 10' 8"I\ /I OW.H. PROTECTION Ind U I WHEN REQUIRE 2868 0o F- I X\- U I PER FBC FOYER NOTE: FIN. WALLS 9'-4" FLAT CLG. c� TO BE FLUSH FIELD i VERIFY TILE BEDROOM 2 ■ 3068 ■ G.T. 9'-4" FLAT CLG. O CARPET C 1 } ENTRY 10 9'4" CLG. A.F.F. CONCRETE 1-CAR GARA E EGRESS i ■ ■ ■ - - - - - - - ■ 9'-4" FLAT CLG. AFF CONCRETE (2)25SH r - - - - - - - - - - - - -- r G.T. I I � 2,-4„ 9' O„ Jq I I 19 ■ � I I K I S4 I o ' O ' I I I � ■ 8070 GARAGE DOOR,01 ■ 11'4" 4'-0" 1' 10" 8'-0" V-6" 15'4" L 11'4" 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/ 112" 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 OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET OH 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 1 +29.7 / -39.7 H7 (2) - LVL 2.0E Fb=2950 General Notes (2) - 1 3/4" X 7 1/4" R302.5 Dwelling/Garage Opening/Penetration Protection H8 LVL 2.0E Fb=2950 Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R302.5.1 through R302.5.3. RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required R302.5.1 Opening Protection VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED Openings from a private garage directly into a room used for " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND sleeping purposes shall not be permitted. Other openings between REQUIRED STUDS the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel WINDOW SCHEDULE doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration R.O. CMU SIZE R.O. FRAME TYPE Ducts in the garage and ducts penetrating the walls or ceilings (Flange) (Fin) 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 X 25 S H nonmetallic class 0 or classl duct board, or other approved 13 20 X 38 18 x 37 S.H. material and shall not have openings into the garage. 14 20 X 50 18 4 X 50 S.H. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 15 20 X 63 18JX 62J S.H. shall be protected as required by section R302.11, Item 4. 16 20 X 72 18 J X 714 S.H. R302.6 Dwelling/Garage Fire Separation. 1 H2 27 1/4 X 26 26 X 25 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 g1 26 x 37 S.H. Attachment of gypsum board shall comply with Tab;e R702.3.5. 1 H4 27 4 X 50 26 x 50 S.H. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit 1H5 27 x 63 26 x 62 1/2 S.H. wall: . From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or 1 H6 274 X 72 26 X 71 112 S.H. equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" 22 37 4 X 26 36 2 x 25 1/2 S.H. Type-X Gyp. Bd. or equivalent. 23 a 37 4 X 38 s 36 X 37 3/4 S.H. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. 24 3742 X 50 s 36 J X 50 S.H. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 112" Gyp. Bd. or equivalent applied 25 37 4 x 63 36 X 62 1/2 S.H. to the interior side of exterior walls that are within this area. 26 37 X 72 36 X 71 1/2 S.H. R312.2.1 Window Sills DOUBLE 2 WIDE 75" TALL 73 J 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 32 54 x 26 52 X 25 S.H. greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable 33 54 x 38 $ 52 x 37 4 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 e 52 J x 50 S.H. mm) sphere to pass through the opening where the opening is in o its largest opened position. 2. Operable windows that are provided r 35 54 X 63 52 JX 62 4 S.H. with window fall prevention devices that comply with ASTM F2090. 36 54 X 72 52 J X 714 S.H. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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. o? GAS APPLIANCES 0 o 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 9'-4" TOP OF MASONRY WALL -- - - 10'-8" TOP OF MASONRY WALL 11'-0" 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 60 LIVING AREA 1400 S.F. o GARAGE 241 S.F. LANAI 101 S.F. o ENTRY 21 S.F. TOTAL SQ. FT. 1763 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 (GARAGE /LIVING) R-11/R-13 KRAFT FACED UNIT 1397 FLOOR PLAN ^ G.C. TO COORDINATE PLUMBING TO AVOID SCALE:Y4"=1'-0" !-� CONFLICT WITH STRUCTURAL WD. COL. ;s C" CIO \ Y r y 5 C. L C �} J 0 0 L V = p 0 W N C.4, 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. N W Q E 8 0 O N O N � COl r Co a) N - Q 13'*Z d u- 2S * C J 2 l w �LL� 55 0- - a a �[ m C a 3 L f9 � W o ��cn 0 OY LLW ��O�O' m w =LOcoZQ� N I^ O 0 < o Z W ❑ ❑ z N M 0 z N z � � � Q z a Q A o -- ° U 0 -Ln N c U w - L U 'o °N c U) Y 0 �Q � m Jz w Cl)N o z z a U- LL m EI Ca. E V ¢ zo oo rN < � zo oa �j -� M� aaaz .o z CDwz° ru t 0 o ¢ wz � of cl z x �m mf o °z z� z rq�z <w z Cn Cn �I < o� Q° U a= W oLL w� 3 o CO d o zl< 3 .s CN 0 Lo co = m 2 ,--I C:)\ CD 0 LO T O coo M �i U CVT 00 U) m T'- O T Q }� N N O C)N 0) G6 1 T- 6 � CV o z C E N N N C a 0 � Q 0 JOB NO: 22-03326-03321 SCALE : AS NOTED SHEET NO. 2 1