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c� O. BATH BATHROOM VARIES, 2" LESS THAN CABINETS BELOW T MIRROR VARIES 24" TOWEL BAR W ON WALL ABOVE 1]- cr TOILET MEDICINE o60 t CABINET TOILET PAPER I HOLDER oz oz O > N > C t, N M A fV TEMP c OBSC , Bo 0 a ac O. BATH KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL SHWR. SHWR. CURTAIN HEAD ROD p TOWEL BAR IN TUB OR SHWR, SHWR VALVES BATHROOMS, SHOWERS AND TUBS O TUB 0 a DOUBLE RODS SINGLE ROD CLOSETS/LAUNDRY VARIES PER FLR. PLAN TYPICAL HEADER HGT. 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 COUNTER TOP 30" H BASE o CABINETS c bo 00 {L ^ 60 a 1'-2" O 2x T . - FRAMING iS o 0 1/2" GYP ry `° N iv C? BOARD FIN. F FIN. FLR. P. SHELVING x ISLAND COUNTER CABINET BLOCKING 11 ALT II _ I AC PAD I L \,, �6 TYP. @ 2-STORY (A)t) N 12"x12" CMU w/ (4) #5 VERTICAL • 25'-0" 13'-4" 1'-4"X1'4' "L" SHAPE CMU COLUMN 5'-0" 10'-4" AC PAD TYP @ O2-STORY SI 35 SH DINING 8'-8" FLAT CLG. CARPET GREAT RM 8'-8" FLAT CLG. CARPET 1/2 WALL OR RAILING PER SPECS FLOOR G.T. I I UPI OPEN 1 TO ABV. I I q (3) 2x4 #2 SPF - - STUDS W[USP HTT16_@. BASE T-0" FOYER 8'-8" FLAT-CLG. TILE (3) 2x4 #2 SPF STUDS W/ (3) 16d NAILS AT EDGE OF SLABI2" BEYOND WALL T-3" -4 V T-4" ■, LANAI ,■ 1 8-8„ FLAT CLG. A.F.F. 1 9'-8" I I I I I I I O I ! 6068 SGD ! tHB BRKFST. 9-8"- FLAT CLG -- LE iv eo _ , 2068 BF N I IF_ 7 I p g •,6„_ W 11" L Ia ZqO I a! O - II KIT. " II RI I R ,- TILE C I - I � 8 rLATI 7"' - 2x q o ■ LL I 12%8 1 I BR I+ I I I--$'-8" FLAT CL(ti, 1 1 151 161 TILE SHEARWALLW.H. N4'-5'_,, 6'-4' Q BUILDER TO PROVIDE S4 APPLIANCE PROTECTION C S3 H1 HEN REQUIRED PER FBC W/ USP LSTA1 8 STRAPS (CENTERED) EACH SIDE U) 00 OF WALL TO FLOOR I D CIDo I TRUSS ABOVE @ 16" O.C. CV)W LL PLUMBING LINE TO SECOND FLOOR (A)M T J C z m ` zm GARAGE TYP. @ OF- > 8'-8" FLAT CLG. A.F.F. 2-STORY ENTRY ■ �J9 N 8'-8" FLAT CLG O a W AFF z 3: li -------------------------------- A o S3 to I I TYP. @ - - - - - - - - I FLOOR G.T. 1 SINGLE ■ STORY 8"x16" CMU COLUMN j I W/ 6"x12" ABOVE 1 INTERGRATED INTOP. K HB - I WALL W/ (2) #5 S4 I I TY VERTICAL GAR @ E I 9 �■- - - - - - - - --------------------- 16070 OVERHEAD DOOR O -4" L 18' N OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 6 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 181 X 254 S.H. 13 20 X 38 181 X 37 S.H. 14 20X50g 18�X50 S.H. 15 20 X 63 18 � X 62 J S.H. 16 20X72 182'X712 S.H. 1H2 271/4X26 26X25J S.H. 1 H3 27 1/4 X 38 J 26 x 37 S.H. 1 H4 27 3 X 50 1 26 x 50 S.H. 1 H5 27 1 X 63 26 X 62 1/2 S.H. 1H6 271X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 a 36 1 X 37 3/4 S.H. 24 37 J X 501 361 X 50 S.H. 25 37 J X 63 36 1 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 1 WIDE S.H. 32 54 X 26 52 � X 25 } S.H. 33 54 X 38 J 52 ' X 37 1 S.H. 54 X 501 52 X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 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 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 91 /4" LVL 2.0E Fb=2950 e (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" 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 FIRST FLOOR PLAN -A SCALE: Y4"=1'-0" 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. M 1507.2 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 TABULATION 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) e+� N o N ,p_ 7 W o � c � •-1 ca Ca. @oL •� � o A N � d d m p .a co 3 d 1_ d ea c �o c0 o.. v \L;G, %sai Vgj wlv ..••. �� U� {' 11:c : 2 •FL •,y• ,•�..s, q ••••••....••''•,fill 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 7tl Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F g E $ N C:) r> 8 '9 U AF-r-�! aoc'2#J # " ;- u_ of W, a _J LL z Z)= OJ m G�o�O'WW o IL W N M Z H z O U ❑❑❑ Z W z z a) z o J N z - 0Q) w W C) V O w 8 to c �Nco �co U aas Lu I a� d 35 c Y ts, S Z o a E =o Qe �s o E: V wi =® Da F� rt3 g o o �V �Wdn4 z<Sa a? ZZ C Oy mH ', Z_5> 11 ' >oz <zZ 08 s LL Z 1W�Wm y. o � w� >x Oav Lz i °d IO > Lo m cc V T jy >% co r n U m 3:` ^ t �1 M M O N Ln 0�0 f� eM M o C M �; LO Z Z C E T y co C f0 a- U _J Q p JOB NO: 23-06110 SCALE : AS NOTED SHEET NO.