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LO C14 C:1 rn C, LO V) C14 CD C14 CD Ln Lil U) C -1 CD C14 0 C1. E E 0 9 W LZ E 0 C..) I CL 9 (D C14 C'4 C'4 C1. C14 C14 C� C'4 C`4 C14 CM V7 Cn 65-0" 10, 55'- 10" 8" 8'-6" 16-0" VERIFY METER LOCATION WITH T-0" BUILDER H.B. 177771tiv 111111111 HIM F - - - - - - - - - - - - OP 0 n 5-SH OP R&S - - - - - - - - - - VERIFY LOCATION 6" DP�-- ELECTRICAL PANEL 1 --�Typ @ rK LINEN "0 I 0-V I ��4�GARAGE OWNER'S SUITE 0. BATH (D 0 W. I.C. �V 1 2'-6 BUILDER TO PROVIDE APPLIANCE PROTECTION I OPENING TB co -1 8'-0" CLG. 8'-0" CLG. . C 8--0.1 CLG. 71�1 WHEN REQUIRED PER FBC I I I 00 CARPET TILE C� RPET L 2 CAR GARAGE Cn o? CD '3'4'� 7 Ca Cr 8'-0" CLG. 20'-08" WWI 17-8" L L T-8" 8 C,50 UJI 5'-31" .82'"L. T-1 0" 2668 0 2868 HANSON 0 0 . . . 9 BOX @ 36" EDGE OF SLAB 2" 0 < 9 It X A.F.F. BEYOND WALL ui ED b) 00 60"x36" 041 DRYER VENT A \D uJ SHOWERI. T HRU ROOFL-� > 0 - - 00 G CD 00 b13 �4) (3) 2x4 #2 SPF w/ FIBERGLASS D V - - - - - - - - - - &S I /I 1 0 lit 04 1 DTT2Z @ BASE SURROUND TP TYP @ 1 STORY 6-1151 1 8 011 4'- - I 0 "1' I NOTE: FINISHED I z LAUN. WALLS TO BE I 'Ile AHU FLUSH. VERIFY IN 7 co 81-0" CLG FIELD. ZD TILF - - - - - - - - - - - - 'C OP ��28138 (3) 2x4 #2 SPF w 33 DTT2Z @ BASE-/ U) FAMILY RM R.A.G. 4 6 2:12 VAULTED CLG. I 9'-4" CLG. CARPET FO R 19 9'-4" C, L 1 ENTRY LO 23'-8" T-1 0" T-8" 10--103" �h 8 TILE TFIS" 17 8'-0" CLG. HDR AT T-4" R&S =1oo 2668 "moo R&S '�6�68 - - - - - - - - - - - - 7 4'-0" all 11--78_ 6'-10" 4'-7 8'-8" 5'-4" 14'-6" 5-4- T-6" 5068 B.F. 4068 B.F. rM U? OPT. I --------------- REF. IT _t_ ---- 1 -t-- BEDROOM 2 00 co :a- zi -w (0 U)O W U) �R 13k PATIO CAFE E: - - - - �] cc) ---------- LU F-- -�M - - - - 8'-0" CLG. BEDROOM 3 �2 -J BEDROOM 4 MU) U)W L6x (D VAULT. CLG . -J C'4 D.W. CARPET 8'-0" CLG. BA H 2C) 8'-0" CLG. C00 W IV 00 U) CARPET < -1 111 Ll > CARPET 81-01, CLC CARPET 7� 00 SINK wl DISP 7 1 ILtz 2" 0 1" LO 21'-2" KITCHFN 2'-2" a 2'-V" 10'-4" 10'41 2 2'4" 5'-31',' 2 VAULT.-CLG. 00 TP L 00 TILE "1 PANTRY a� 4 � qT Y a-L 00 CD I TB - - TYP @ 1 LO C14 RANGE W I W 8-4 =W U)p36 0 - STO RY 35 F FLAT LG. U r CL .6 C Lot rA C? TILE H 5 -SH �, �3 .00 - 1 6" ::)EEP 16" DEEP I III III 1I77T7I*W111 1119"1111 11111111 111111771141111111111 111111 1111111111111111- 11111 11111111111111 110.111.11111111117W771 III 11111A 25-SH 25-SH Nil �t H.B� EGRESS EGRESS 29'-8" 15*-10" 19'-6" Ir 66-13" HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2XIS #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE <@>(2) - 2X 10 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 - 1 3/4" X 9 1/4" <e>(2) LVL 2.OE Fb=2950 - 1 3/4" X 16" <e>(2) 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 20 X 38J 18 4X 371 S.H. 14 20 X 50J 18 17X 50 S.H. 15 20 X 63 18 J X 62 J S.H. 16 20 X 72 18 J X 714 S.H. 11-12 27 1/4 X 26 26 X 25 4 S.H. x 11-14 27 JX 50 J 26 x 50 S.H. 11-15 27JX63 26 X 62 1/2 S.H. 11-16 27 J X 72 26 X 71 112 S.H. 22 37 J X 26 364X25 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 J X 62 1/2 S.H. 26 37 J X 72 36 12 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 4 X 37 J S. H. 34 54 X 50 J 52 J X 50 S. H. 35 54 X 63 524 X 62 4 S. H. 36 54 X 72 524X 71 J S. H. 39X59 40 X 59 N/A S. H. DOUBLE 39X59 79 X 59 N/A S.H. Fi-ITIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE 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. Bid. or equiva en app ie o garage si e. • 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. PENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26.6 -29.1 F +26.6 / -33.5 SEE S N SHEET r LJ �,�JSEE SIN SHEET = 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 WALL LEGEND TYP. 2x FRAME WALL 11777771771;.L� BEARINGWALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "All' 1 ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 20 TOTALAREA 2372 PATIO 23 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1/R-1 3 KRAFT FACED PLAN - EXT FRAME 2 x 6 R-19 KRAFT FACED FLOOR ELEV-Al CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-1 1/R-1 3 KRAFT FACED SCALE: Y4"=1'-O" I (GARAGE / LIVING) C"%J C-J C= 0 C) co 0 N CD >< M U- CL -0 CD C C\I M CD 75 L) -0 C\ W (1) 5 71 0 J LIJ CIII C14 C14 C14 C14 C=) To the best of the Engineers knowledge, information and belief, the structural plans and specifirations 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 sea]. CD u') W 1- cl E 00 8 '00 61 0 - U-LLI r'- rZ " c:' C') -! L� a- 'L -J Co LL LL (1i CL -, -J 13 0 '0 lz C, :5,F1 N (0 oi- LL W W c� b LL < 17- Z .0 �� C1`1 Cl) a ..< CO 0 < 0 z 0c) 0 Cn W 2 co .2 4-1 0 LL� C, L/71 U) U 6 E 5 0 41 < .0 C,::, C.0 co Cl) 0 z z < -J LL- cKi Cl- z< R z, 0� E F- CL - E 0< .0 8� z CZ) C:) i:z C,J M I 0 <1 1. 0 �< 1z z .9� . < , U) CZ �2 0 11 z z U) < z zu <0 E MJ C=) CID < <1 0§ 0- C:) > (0 LO LO cc co J 04 CN CT C) C) 0 C.0 Cal r*1 0-) 04 C:) c) C'4 U-) 04 CN E 6 z E T- (n E 0 0 0 -J JOB NO 22-02391 SCALE : AS NOTED_ SHEET NO.