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C? 80 5 D D V JL 13 5 �4 5 14 '4 80 0 r, T_ C? �01 0. BATH BATHROOM 2 TEMP OBSC C? 60 C_? El 0. BATH Li FLIJ KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.C. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR SHWR. SHWR. DOUBLE CURTAIN HEAD RODS VARIES /7// 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ROD 0- W TOWEL BAR IN TUB OR SHWR. Li ON BATHROOM WALL SHWR. 1: 0 MEDICINE CABINET 60 VALVES 1 TOILET SOAP PAPER DISH HOLDER Q -Rr 02 02 ILL 9 10 10 `0 4 FIN. FLR. BATHROOMS, SHOWERS AND TUBS SINGLE ROD C? 1r) CLOSETS / LAUNDRY VARIES PER It FLR. PLAN 01 TYPICAL HEADER HGT, ILI I P_�I_ I L711 I KITCHEN 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER 1p" FOR LINEN CABINETS - 1� F R PANTRY OVERHANGS THAT EXCEED12"MAY I REQUIRE A SUPPORT BRACKET 36" H BASE 0 FINISHED CABINETS COUNTER TOP 3 H BASE 00 CABINETS .0 80 V-2" 0 2x ol 19 t c? FRAMING. 112" GYP 04 BOARD FIN. Fl FIN_ FLR,. 64 .1 J 2X P.T. SOLE PLA I E� SHELVING ISLAND COUNTER CABINET BLOCKING 1. 26-10" 13'-4" 101-01,, T-4" V-4" 1'-4"X1'-4" "L" SHAPE CMU COLUMN - - - - - - - - - - - - - - LANAI 9. 5-0" 10-4- 1 8 8" FLAT CLG. A.F.F. C? 0? A �10 TYP. @ 2-STORY S 35 SH 6068 SGD HB I ALT I AC PAD 00 r) rj iv r, _r TILE DINING - 7 7 8'-8:: FLAT CLG. U) CARPET t - - - 2W8-- = -_ U) BF TYP. @ AF I C9 0? CN 2-STORY loll I IL GREAT RM (n � LL1 I10 4 1 0 Az�r 8'-8" FLAT CLG. < 0 CARPET 4 0 U)i 7 CY) E'-8" FLAT CL1;. T-1 LE L J-1 4'-4" 2'-4" 8'-4" �8.. T-10" r. 4, T_ LO 1/2 WALL (3) 2x4 #2 SPF L U) PLUMBING LINE LO x U) OR RAILING STUDS W/ (3) TO SECOND C14 FLOOR PER SPECS 16d NAILS AT I FLOOR G.T. BASE cq T- 'BX � 7, U) U 1 1 1 Z900 1 §0 I BF W, bL - �` OPEN '-8" LAT I C l C L9- - J1 171 8 1 1� 1 115� 161 1 'TILE TOJABV 2 1 1 1 1W I I I -1, _J 6l LOOR G.. (13) 2x4 # - SPF I I SHEAR WALL STUD�SVU-�P OF SLAB 2" HT-TI6--@-B - IND WALL 71-.1 T-Y 4'-5" 61 _4"Z S3 IN. a �N12"x12"CMUw/(4) 10 #5 VERTICAL Iff ! Ill P) 00 co ENTRY 8'-8" FLAT CLG AFF 4`-8" 64" Q BUILDER TO PROVIDE C S4 APPLIANCE PROTECTION S3 H1 HEN REQUIRED PER FBC W/ USP LSTA 8 STRAPS (CENTERED) EACH SIDE U) OF WALL TO FLOOR TRUSS ABOVE @ 16" O.C. W ILL. = W U) CO LL GARAGE TYP. @ : - X K 0 2-STOR LL i_- W > 8'-8" FLAT CLG. A. F. F. U) W _J a l__ _J _J C14 0 < W z 3: 1L ------------------------------- d TYP. @ FLOOR G.T. SINGLE STORY -8"x16" CMU COLUMN W/ 6"xl 2" ABOVE INTERGRATED INTO K HB WALL W/ (2) #5 TYP. @ S4 VERTICAL GARAGE - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -.1 - - - - - - - - - - - - - - - - - - - - - 16570 OVERHEAD DOOR (R) V-4" 16-0" 1'4" 18'-8" 11�1 OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 140 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 18 'X 251 2 2 S.H. 13 20 X 38 's 18 2'X 371 4 S.H. 2 15 20 X 63 1812 X 621 2 S. H. 16 20 X 72 1812 X 71 2' S.H. 1H2 27 1/4 X 26 26 X 25 ' 2 S.H. 27 1/4 X 38 3 8 26 x 37 3 4 S.H. 11-15 27 4' X 63 26 X 62 1/2 S. H. 11-16 27 4'X 72 26 X 71 1/2 S. H. 22 373X26 4 36 ' 2 X 25 112 S.H. 23 37 4' X 38 '8 36 2' X 37 3/4 S.H. 24 37 3 X50' 4 8 36'X 50 2 S.H. 25 37 3 X63 4 36 1 X 62 1/2 2 S.H. 26 37 3 X 72 4 36 1 X 71 1/2 2 S. H. DOUBLE 2 WIDE 75" TALL 7312 WIDE S. H. 32 54 X 26 1 52 21 X 25 2 S.H. 33 54 X 38 3 8 52 1 X 37 3 2 4 S.H. 34 54 X 50 5 8 52 1 X 50 2 S.H. 35 54 X 63 52 1 X 62 2 2 S. H. 36 31+ 52 'X 71 S. H. 39X59 40X59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLIT PIL E (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVIL 2,OE Fb=2950 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 (2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 1 3/4" X 7 1/4" LVIL 2.OE 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 Open i ng/Penetra tio n 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 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 R302.1 1, 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. 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 (1102 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. WALLLEGEND I I I I 7T7_71 MASONRY HGT. @ 8'-8" A. F.F. TYP. 2x FRAME WALL it' I - 7 1 - I - 1 17"1"777 ll7=1 I 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-1 1 /R-1 3 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) JR-11/R-13 KRAFTFACED C3 CD LW 0. cc tj Cl- % 2 C%4 a, CD 10- :5 COD C= 75_ V) E "N . OW1111111 fit. �:,,o W R� 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. W E 8 0 0) s c: W M =3 V) C103U) 0) 4 0 ai C: -J Lu LLI z `Ir W 6:�j-zy 0 W (0 �,,. 1. LL z LL 00 LO COZ ol 0 < 0 z 0 U) M W El El �2 < 0 4--J 0 V) V) L=L, all ca E 8 0 U) < 1p 0 CD CID M CY3 z z C,f C:)- 0 E �z - w U M uo 5z . 00 D - 0. E 0 < 0 0 X2 C-4 z U) < 0, z - z < w 10 0 :F < 0 W < 0 C:3 10 13, 0 < 2 E2 In 0 ca C) CT 10 CL L) U) 0 CN In 0 _0 2 CY) cc ('14 C'4 im N 0 LO r- 04 . E CY) 00 0 z cc z E E 0 0 _J -a < JOB NO: 22-09404 SCALE : AS NOTED SHEET NO.