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4" T-3" T-3" 6'-10" [�T' ,-T' T-3„ 3 KITCHEN - z( K EXTERIOR UNITS H - REINFORCE WALL WIRE SHELF @36"A.F.F. FOR POSSIBLE GR PER KITCHEN SHOWER AADAABRBEAO,R / REINFORCE WALL @ 17" T019"AFF G I( FOR POSSIBLE I WASHER DRYER (OPTIONAL) (OPTIONAL) L HUNG BENCH SEAT PER ADA RE PER ADA RED. �1 AI( L LAUNDRY I MIN Lei go'bill I EXTERIOR HOMES SHOWER OPTION BATH 2 2x6 BACKING J� MB2 ADA REQUIREMENTS - BATH v� a, O 60 00 rH� 2 00 r H- ■ iE 27'-0" 14'-0" L 13'-0" 10'4" 1 11'-8" ■ EGRESS OWNER'S SUITE 9'-4" FLAT CLG. CARPET NOTE: FIN. WALLS TO BE FLUSH FIELD VERIFY V-4" ■ --------- ■ ■ ■ I I I L NAI ■ 9'-4" CLG. AFF 1 CO CRETE 1 2'-0" I 8080 .G.D. OI _ 12'-111" �2868 2868 0. BATH 9'-4" FLAT CLG. TILE Cl) 06 WIC '-4" FLAT CL( LO LO)CARPET � � I I 2'_5i„ 1'-8" 5'-4 3'-6" 4 60"x36" HW " AN 05 M I LI ING ROOM 9'-4" LAT CLG. CARPET I TIL R&S T A.F.F. 5-SH _ FOYER `r 9'4" FLAT CLG. /�-- ----- `V TILE I r/ REF 2068 BF K100 9'-5" M w KITCHEN 11 9'-4" FLAT CLG. STUDS 1 1 42" HIGH D TILE Cal, 12" O.0 1 KNEEWALL S3 SINK w/ (, b DISPOSAL ;n I r -- -� S3 I I \ I D/W Q - �--- - 1 '-0' L - - - � I I I I I I I I I I I I I I I L 1 1 1 1 1 1 1 1 1 1 1 1 1 0 5-SH H4 ® _ _ ILE/SHV,ER 668 BF 07'A.F 2'-8436-0" 4'-0" CRYLI BATH le 9'4" FLAT CLG. TILE 3068 BUILDER TO PROVIDE I -I APPLIANCE W H PROTECTION WHEN O REQUIRED PER FBC 4'-0„ ATTIC I 0 1 L------J N 10 1-CAR GARAGE 9'-4" FLAT CLG. AFF CONCRETE -l" 70 EDGE OF SLAB 2" BEYOND WALL ----- I I I I I I I I I I . KCD I� S4 Lj I I I I I I ■ 8070 GARAGE DOOR ■ o I � ■ 8'-0" 2868 0 27'-0" Li' fii I� A S3 ■ O DIINING 9'-4' FLAT CLG. CARPET O 9' 114" Q EG D ■ S4 S3 S3 ■ (3) 2x4 #2 SPF w/ L TS20B w/ 3/4" ANCHOR B DLT & (10) 16d NAILS ■ FLEX ROOMCD 9'-4" FLAT CLG. Lu cc 0 CARPET w N ■ @ 36" A. I S3 �I N DBL. 2668 BF I W R&S OI 0r----- -�� ■ II I I 2668 I BF DRYER VENT THRU ROOF G.T. - ■ BEDROOM 2 9'-4" FLAT CLG. CARPET -NOTE: FIN. WALLS TO BE FLUSH FIELD VERIFY (2) 25 SH O EGRESS 16-0" H 1 N 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 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 OPENING PRESSURES ENCLOSED-EXPOSURE"C" A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +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) -1 3/4" X 16" 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 o 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 R.O. FRAME SIZE 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 J X 25 # S.H. nonmetallic class 0 or classl duct board, or other approved 0 13 20 X 38 J 18 1 X 37 J 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 X 62 S.H. shall be protected as required by section R302.11, Item 4. 16 20X72 184X71 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 J 26 x 37 S.H. Attachment of gypsum board shall comply with Tab;e R702.3.5. 1 H4 27 � 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 27JX63 26X62112 S.H. :all: o From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or a, 1 H6 27 J X 72 26 X 71 1/2 S.H. equivalent rage side. applied aAbove 22 37 4 X 26 36 1 X 25 1/2 S.H. * From Habitable Rooms Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. T O 23 37 a 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 J 364 X 50 S.H. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied 25 37 J X 63 36 J X 62 1/2 S.H. to the interior side of exterior walls that are within this area. 26 371X72 36JX711/2 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 J 52 J X 37 J 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 501 52 } 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 0 35 54 x 63 52 J X 62 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. 1- 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 0 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 9'-4" TOP OF MASONRY WALL 10'-8" TOP OF MASONRY WALL rn 1 V-0" TOP OF MASONRY WALL ire M 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/R-13 KRAFT FACED UNIT 1500 -FLOOR PLAN (GARAGE I LIVING) ^ G.C. TO COORDINATE PLUMBING TO AVOID SCALE:Y4"=1'-0" /-1 CONFLICT WITH STRUCTURAL WD. COL. -v QLD) S O N �.s y co - I� to a) L. C v oo zz ow cW 04 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 a E � V o C5 m N ��cc rn1Z� # Q N C) 25 C J 2 LL W J LL J 5 , d a Z m-cm R T6 Z 19 Y � co 3:0 N O Wcu LL= 04 NzaJ 0 " O6 u W co ❑ ❑ z m o Q � Q N z � o (1), lL Tl Cn U 0 N w c, N06 N U a L=,u: ®. EE = p L U LIB.. U o H Q o N O) r- co � w LO M o3 Z a Q V o� o� cD CV wa ,_ ¢o �w m� r< o w Z � G j - Nm <w Z � i ¢ Z o d J O o N Z W U tot LL 3 o w w Ro c =< a °3 0 CV > Ln Cn CU M O \ O � T N r o rn to CD o ai M � �- N 60 U U) ° O N E N Q 0)O c.6 r LO r 6 CV LOo � z E a) M a E U � ui Q p JOB NO: 22-03326-03321 SCALE : AS NOTED SHEET NO. 3