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N 0 ih KITCHEN MIRROR b 50 o o I ul co L__J 0 VARIES, 2" LESS THAN CABINETS BELOW MIRROR � VARIES KITCHEN O. BATH BATHROOM 2 INTERIOR DETAILS 0 0 M 0 (V NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD p 24" TOWEL BAR TOWEL BAR IN w ON WALL ABOVE TOILET TOWEL BAR TUB OR SHWR ON BATHROOM WALL MEDICINE CL w v CABINET 00 Cy VALVES TOILET zo SOAP Ir PAPER ° DISH HOLDER 4 q 0 � �> o � CZ CZ � a q O % V> O M O FIN. FLR. DOUBLE RODS 42" H UPPER CABINETS -� 36" H UPPER CABINETS 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE FINISHED CABINETS• o COUNTER TOP 30' H BASE q CABINETS 00 u -1N n rn 0- O 2x l? FRAMING b� o M io 1/2" GYP fV ? BOARD FIN, FLR 61 FIN. FL x H. SINGLE ROD I I 12" FOR PANTRY 4 EO o 50 F BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" V-4"XV-4" °L" SHAPE CMU COLUMN S LO N O NFIA TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 00 �) rO V-4"XV-4" "L" SHAPE CMU COLUMN S LO 1 V-8" H ---------------------- FAMILY 8'-8" FLAT CLG. CARPET I pl J - 3" _4- -4r-- ITCHEN 8'-8" FLAT CLG. TILE FLOOR G.T. - -------------- -- -REF. N- - - - - - 4' AC PAD d 2,411" 1 10 16 9--- 15 (3) 2x4 #2 SPF 13 DINING STUDS w/ (3) 16d 12 8'-8" FLAT CLG. NAILS @ BASE GG S3 11 CARPET eo `D TYP 10 42" H 1/2 WALL 3'-3" 4'-22r" 9 OR RAILING PER SPECS 8 FLOOR G.T.-- ----- - - - --- 7 (3) 2x4 #2 SPF STUDS w/ (3) 16d d - NAILS @BASE N O p EXTERIOR WALL M W/ 2x4 WALL U_ 1 2 3 4 5 - PAD OUT - - - - - - - ARCH - o - - - - 4068 D R HANSON BOX @ co 36" A.F.F. 8PW (3) 2x4 #2 SPF �� 28 S3 W. STUDS w/ HTT16 -- TILE - a - AT BASE - a0 - PE K "' FOYELR I - - DRYER VTE LAU N I� PLUMBING LINE G._ 0 8' 8" FLAT CLG. D. &S4 I TO SECOND TILE TILE FLOOR I I I t l l l l l WIRE SHELF @ H1 -- o - SW +54" A.F.F. W.H. _ - T - 0" 17'-10" w `1J - EDGE OF SLAB 2" 35 BUILDER TO g Lu ZO -�-� - BEYOND WALL PROVIDE APPLIANCE D1 In PROTECTION WHEN - 1 00 NOTE: FINISHED WALLS REQUIRED PER FBC w 0 - U I TO BE FLUSH. FIELD -' 00 � 1 M G.T. 8'-8" CLG. A.F.F. i0 a:F- -VERIFY.-_ _ -------- 1 C7 I ---------------- - ----------------. 8'-0" CLG. A.F.F. 1 Z W ENTRY1 OZ 8'-0" FLAT CLG. AFfF54 d x n'_' ------ GARAGE _ U ATTIC O _ 00 J >__ W TYP. @ SINGLE > w 1'4" 4'-4" STORY (SEE AA/S3 FOR rA STEM OPT.) S3 - - - - - - - - - - - - - - 00 I I I I I I I I 1 I I I I I I I K I I TYP @ S4 I O GARAGE i Ho M 16070 OVERHEAD DOOR 25-0" 19'-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/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE e (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 OPENING PRESSURES ENCLOSED - EXPOSURE "C" O +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 0 SEE SN SHEET O 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 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18 X 25 2 S.H. 13 20 X 38 $ 18 2 X 371 S.H. 14 20 X 50 5 181 X 50 S.H. 15 20 X 63 18 2 X 621 S.H. 16 20 X 72 18 1 X 71 2 S.H. iH2 271/4X26 26X252 S.H. 11-13 271/4X388 26x374 S.H. 1 H4 27 a X 50 a 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 112 S.H. 11-16 271X72 26X711/2 S.H. 22 37 a X 26 36 2 X 25 1/2 S.H. 23 37 d X 38 $ 36 2 X 37 3/4 S.H. 24 37 a X 50 s 36 2 X 50 S.H. 25 37 J X 63 36 2 X 62 1/2 S.H. 26 37 a X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 'X 25 2 S.H. 33 54X38$ 522X374 S.H. 34 54 X 50 $ 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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. 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 MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'-0" 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 FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 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 JR-11/R-13 KRAFT FACED (GARAGE ! LIVING) FIRST FLOOR PLAN - ELEV-A LU � w o J v a :_ My - 1= m x ca ca N-acvs Q-cv� �2 = s m d d W wU c E � o Qq \ r * s 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 It E o 8 4¢#_ - ON O O) 9k 0 J °° co w LL d to N rpr`r-'D 5_ w a a M 0 �o Z _ o 0 15 o Lu 7 'aNc0 CIC U) Z W Z J - co C,4 Z U G w H z N O U ❑❑❑ Z _ W z N M 0 0 N z � � Q t.i1 M z 0.9 t y� IL � cry w m OQ) w m V.Ln M `tom" w U QT w m E i✓ _ .c 6 £ - C) o Q • o z w � M M J61 z � O Z Z C U- o p Ep U zo o� >N <o z ❑a I- rD O f -' O C x0 a F 00 U Q cu rp L w °z p w z �m) oU:o6ff 0LLw ma1 JJ a ZzZ a /� ZW OO a oLL =3 Jw 0mi V ola� a oO .o c O B > (� 0 °' m CIO (3) L (0 Cfl O :3 T co vJ 3 m -_ LO ai 3:CV) O O M N N <C M .-- ai T c'M M o m � iri LO Z Z E O ICU cc 0- E U '0 p c JOB NO : 23-0610 SCALE : AS NOTED SHEET NO. 1.1