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. I I 1 11 � I i U 1, q - - 01 Jr- Ck� U*3 L0 r_r V) 311 0 C) C�4 C:) 00 NO C*4 Ln LO Cr V) C14 00 PI) C14 Lo Ln Cr Ln 39 C14 CD E 1.2 E 9 0 Ez E2 0 CL CL 0 :g 9 -2 Lz C14 C14 hi 514 C14 C14 tn C -1 C `4 @) TYP @ 1 STORY VERIFY METER LOCATION WITH BUILDER TH.B. 6-10" L.V-2" 4--1 0" 1- 2' VERIFY LOCATION I - - - - -- 9 LU 2 86 286 00 LAUN - - - - - - - ELECTRICAL PANEL z i 8'-0" CLQ. I K 04 _J I - i _! TILE 0100 0) I S4 I 0. (0 0 OPT, W 0 T. to I I I TYP 9 116-81" 8 5 0 5'-0` 20'-78Z" I @ GARAGE DRYER VENT----� D RY ER V EN OPENING ft FAMILY R M THRU-WALt-r' R A _L TH U V L 2 CAR GARAGE VAULT CLG, G) CARPET I 5-S -HANSON BOX 8'-0" CLG. 1 10 0 10 L? LO Cl) 16" DEEP 0PT, L� @ 36 A. F. F. 10 F_ 04 t5 REF. PANTRY 3: 0UJJ L < Lu \r - - - - - - - '-0" CLG 8 U')= 9 60 EDGE OF SLAB 2" uJ > 068 BEYOND WALL 1 10 J. CD 2'-'2" 20'-77 8 I& A E___ I KIT. A I _24"x24" CMU BASE COLUMN w/ (4) #5 rK C1,11 1'-4 `,,,13") VERTICALS 9'-6" CLG. GROUTSOLID (SEE ELEV. FOR �2 C/) TILE LU (:1, 0 (3 HEIGHT) 212 SLOPE 4'-0" CEILING 25 Z < 0 00 2'-8" /X - 1!6. r *A�<_; ENTRY 4x4 P.T. #2 SYP POST TO SIT DIRECTLY IN (D El 11` I I I CENTER W/ 0.31 D BUILDER TO PROVIDE S3 8'-0" CLG. SIMPSON ABU44 (2 TYP.) CH. APPLIANCE L PATIO D.W. I PROTECTION WHEN G.T. J\ CAFE REQUIRED PER FBC 0 U) 1_, 4 . . . . . . C14 0 -1 C) -1 (D 00 VAULT.CLG Al 0 CD Q0 LO CARPET 8 8'-3" )K 3 (13 3 4 6 8 T-11 3068 1,1, o,i 6' I C? 1 10 (3) 2x4 #2 SPF 0 F YER FD A,- w/ DT=!�01 TILE L 9'-61LG. +4�4'1 6-31" 0 011 H AT T-4" 2068 1 B_ . TYP @ 1 R&S - - - - - - - - - - - - - - -- Z R&S 7 7-1 U)c Lu R&S - - - - - - - - - C14 - - STORY I z z - - - - - - - - - - - - - L0 CD It:)) R rA �3 L[ (3) 2x4 #2 SPF w/ DTT2Z 00 �0 00 CN W. I. C. AHU 8'-0" CLG. I F _J 4068 B.F. 4068 B.F. TYP @ 1 STORY LO IOWNER'S CARPET J) Ca 8'-2- X 2668 2668 8-4' 2'-4" 4'-2" 3-73 8'-8j" 00 rA S3 190BEDROOM 80 SUITE 00 0 8'-0" CLG. W U) 7- 8'-0" CLG. 5-SH 00 N 16" DEEP CARPET 00 BEDROOM 2 uJ U) L60 M (D U) :r uJ G) CARPET C LINEN T 00 04 R 0 8'-0" CLG. C14 LU J) IX L6 0 2068 R.F. J. A CARPET (NW 60"x36" -0; BATH! TV* -3,__ L As �1 SHOWER 8'4� CLG 1 0 TILE 51-831, 8 i 1-51", TI!LE I' 0 8 2 T-0 LID 1 10-4" 2" T '-3 5 1 1,_05,, 10 IBERGLAS o? F_ URROUN OACPAD I 10. TP 30 0 C(FIBERGLASS 0 SURROUND 71 1 IT I 1 111111 17r7=1 I I I 11111117 11111111111111111 ) TYP @ 1 STORY 25-SH EGRESS (D HEADER SCHEDULE MARK HEADER SIZE REMARKS <e>(2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2XII 0 #2 SYP W/ 112" FLITCH PLATE (2) - 2X1 2 #2 SYP W1 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVIL 2.OE Fb=2950 (2) - 13/4" X 9 1/4" LVIL 2.OE Fb=2950 (2) - 13/4" X 16" LVL 2.OE Fb=2950 (2) - 1 3/4" X 7 114" LVL 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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 S.H. 13 20X38J 18 4 X 37 J S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20 X 63 184X624 S.H. 16 20 X 72 1817 X 714 S.H. 11-12 27 1/4 X 26 26 X 25 S.H. 1113 27 1/4 X 38 J 26 x 37 S.H. 111-14 27 J X 50 J 26 x 50 S.H. 11-15 27 J X 63 26 X 62 1/2 S.H. lH6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36JX25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734WIDE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 381 524X 371 S.H. 34 54 X 50J 52JX 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. (',Pninr:;I Kintp--, R302.5 Dwelling/Garage Open ing/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 R302.1 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. Bid. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. III, Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. o 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. 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 SEE SIN SHEET SEE SN SHEET PH i 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 WALL LEGEND BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11131 11 LIVING 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 PATIO 24 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 FLOOR PLAN - ELEV-Bl EXT FRAME 2 x 6 -CONDITIONED CEILING R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION JR-11/R-13 KRAFTFACED SCALE: )/4"=1'-0" 1 (GARAGE / LIVING) C%Q C1.4 C=Ik CNA CD _4r I- CY) C\J >< LL. IIX -0 (D C: N M (D 0 V) CL (D > L kI 0 C > Lij C14 C14 C14 CN 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 Engineers signature and seal. W U� E 00 8 u_ 0 CD Lu P'- rZ Lu CN 0 LL a- M U_ ILL 0. LU z 0 '0 i�c M 0 , :E U C� W 0 =5 M W W M _J 0 2 :i M < U) C� < LL 00 - -, [L r- Lo IN Z = Ln C) M Q < C', 0 z W (D Q) 0 4-J ru 0 LU V) Ln ; U) U E 8 U 0 00 < 0 z C0 z < _J U_ ctf E ca-0 E u z Q� I,cu r6 CL 10 x . 0 < � X so 0 C) (, E D 110 I z < < z z �� < . 9' 10 'z U) U) < 0- z z < 0 LUCL U z C) < '0 CD 0 1. 0 .0 Lo LO LO F- CY) co C'4 C:) J C:) CNI Cr 0 T_ _)e U U) 0 00 < 0 CN CF) 1 04 C:) Lo LC) CN E z z E E 0 0 _J '0 < a) _J JOB NO: 22-02383 SCALE : AS NOTED SHEET NO.