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LAO r, tin C14 ILL) LO rr LO C) CID LO r- Lr) C14 ir) L0 ID 0 =3 Cr L0 C> 9 to LO C� LO CD LO LJO C'4 C> CL E FT W E 0 t 7 C14 C> C-4 Lo ,33 0 V) TYP @ 2 STORY H.B.T 2-2A #2 SYP BEAM w/ (4) 12d NAILS EA. PLY (3) 2X4 #2 SPF W/ (3) 16d TOENAILS @ BASE A 111111111111111101111111 i I I 1_1 I 1111111111111 111 IR I I I I I IGG I OACPAD 7 up I I I I I S73 16R 2 3 41 5 1 61 7. 1 9 EO FLOOR G.T. 10 +42" SLOPING _17 cf) FAMILY ROOM HALF WALL (3) 2X4 #2 PF o? 12 1 LO Cl) A 1 ui 00 8'-8" FLAT CLG. CARPET W/ (3) 16d TOENAILS@ PWD' J> 0 100 BASE FLEX -AT IL 0 I "'G �G T I E A 8'-8" FLAT CLG. 1 0 0? 00 -t co FL�OB G. CARPET 0� I U_ CY) I _00 1 1, CJ -4- 0 PLUMBING LIN _J U_ 10 1�4 TO SECOND J b 2x6 WALL 5-SH 00 FLOOR 2" DEE - - - - - - - It L? 2068 B.F. H DR AT 74" 16-438" 3'-8" T-8" T-15" 6-0" 41-2 Cl) d (3) 2X4 #2 SPF W/ FOYER 9 TYP @ 2 STORY (3) 16d TOENAILS @ 01 0 01 8'-8" FLAT CLG. BASE 0 0 0 TILE i LL _J ILL LL 7) (3) 2X4 #2 SP F W/ 9 r (3) 2X4 #2 SPF W/ (3) 16d TOENAILS C� 10 (3) 16d TOENAILS S3 @ BASE / @ BASE - - - - - - - - rD - - - -- 0 0 9 - 2'-6' I BUILDER TO PROVIDE "1 �,S3 �0 00 (0 DINING ROOM APPLIANCE PROTECTION WHEN REQUIRED PER FBC ENTRY LO 8'-8" FLAT CLG. 8'-8" FLAT CLG. PATIO CARPET 2 CAR GARAGE AFF 8'-8" FLAT CLG. AFF 4'-0" 6-2" 6-6" 4'-10" 20'-6" 41 1 0 10 cl EDGE OF SLAB 2" BEYOND WALL < 9 _711 11 F� 1 1 F� L - - - - - - - - - - _J L- 3. - - - - - - - - - - - - 36 36 3 (D Lu rCC I I > L__ _J 1 10 t J I CO M C� KITCHEN �,N- 1 8'-8" FLAT CLG. TI1_E T.- 2868 4'-8" 60 112'-8 1 �_21 ___ 2668 B.F. L 2x6 WALL 24 REF. OPT. PANTRY VERIFY LOCATION L - - - - - - - - - - - - - - X 90 16" DEEP ELECTRICAL PANEL EN� 5-SH - 16 IF*;;] Il - - FAJ C� N 11111111 101 1101 1111 1111111111011[111111 (k�P @ 2 STORY VERIFY METER LOCATION WITH BUILDER 38'-0" H.B. T-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS <e>(2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 112" FLITCH PLATE (2) - 2X1 0 #2 SYP W/ 112" FLITCH PLATE (2) - 2X12 #2 SYP W/ 112" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 - 13/4" X 9 1/4" <e>(2) LVL 2.OE Fb=2950 (2) - 13/4" X 16" LVL 2.OE Fb=2950 (2) - 1 3/4" X 7 1/4" 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 I Straps are Required VERIFY W1 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 18JX254 S.H. 13 20X38J 18 7' X 37 4 S.H. 14 20 X 50 J 18 JX 50 S.H. 15 20 X 63 18 J X 62 2' S.H. 16 20 X 72 18 J X 714 S.H. 11-12 27 1/4 X 26 26 X 25 S.H. 11-13 27 1/4X38 a 26 x 371 S.H. 11-14 271 X 50 85 26x5O S.H. 1H5 27JX 63 26 X 62 1/2 S.H. 11-16 27 J X 72 26 X 71 112 S.H. 22 37JX26 36 4 X 25 1/2 SH 23 37JX38i 36 4 X 37 3/4 S.H. 24 37JX50i 36 4 X 50 S. H. 25 37JX63 36 2' X 62 1/2 S.H. 26 37 a X 72 4 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73JWIDE S.H. 32 54 X 26 52JX25i S.H. 33 54 X 38 J 52 17 X 37 1 S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52JX624 S.H. 36 54 X 72 52JX 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 I 79X59 N/A S.H. General Notes 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. 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 f1r. 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 SN SHEET ju N SHEET SE U� E S 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 WALLLEGEND 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 "All' FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1491 AREA LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 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 - EXT FRAME 2 x 6 R-19 KRAFT FACED FIRST ELEV-Al CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION �R-111R-13 KRAFTFACED SCALE: Y4"=V-0" I (GARAGE / LIVIIS Cn C= U-W C3 WN C= L; C14 co LA_ Q_ Cn cc C-4 CCE4 C=, cc 03 E 0 C3- 0 'Al % C14 < i� 0, 0 C Lu 41 till) 1100" 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 to C (o 0 ID �! 100 L LL Z CL C5 q 9 - , W C-D C'4 (0 0 0 r- 0 W IL un) 91 M Lu �O Z� 0 . _1 (y) Z < r - _1 < 0 d L) z L) Co W C, U) V) c, Q) 4-1 LU Q ) 0 V) L, U_J 8 e's 0 . Go 0 Ito in 23 Cl> z z 2 41 U_ c6 E M_ 0 E 8 u, E z< (13 rd Q ti .0 E3 E 0 0, z F�- < � Z O� 0 0, z M 1 z W 15 0 0 M zi. 21 ZO �,) W C) z M 0 0 5 0 0 C 2 a) r > -, U-) U-) 6 co co 0 LO LO 07 0 0 (N LO T_ < +_J �_J 0 0 LIL _Ie M U co C:) U-) .0 cc N 00 0) LO c) T_ CN U-) 04 < C.0 L0 LO E 2:1 L0 6 z z E M E 0 0 0 _J ai 70 CU < 0 1 a) _J JOB NO 23-06126 SCALE : AS NOTED SHEET NO.