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LO 00 C) �0 Lo LO Cn C'4 �2 W _5 00 C) to LO LO _W Cr C11) 3g �2 C 1 :1 to C11 LO C� LO 5�1 Ln LE 19 C14 C> CL E E (D r 7 CL. C-4 15 C) tj ,L> M H.B.T TYP @ 2 STORY T (1�\ T /-(P FILLED CELL LEGEND CONT. FILLED CELL W/ 3,000 PSI FROM LOWER WALL TO UPPER FILLED CELL IN COLUMN BASE W/ 3,000 PSI CONCRETE AND SPACE PER PLAN L* +42" SLOPING (AC PAD GG HALF WALL 3 S S 3 YP @ 2 STORY 10 L? F_ 9 60 8 60 1 1 12P 1:r9 (D FAMILY RM 4 LO 6 FLEX 4"x4" PT SYP #2 POST w/ il 5 8'-8" FLAT CLG. 3 4"X3 J" P.L. 1.8E , SIMPSON ABU44 OR USP CARPET - W1 HTT4 @ BASE 8'-8" FLAT CLG. 4 -:16 PAU44 wl 5/8" A.T. R. EPDXY 06, CARPET wl 12" MIN. EMBEDMENT 2 COL.) 60 (TYP. LO CY) L t- SLOPE CLG. 2 +42" SLOPING GG H2 -a - - - - - - - - - - - - - - HALF WALL S3 - - - - - - - - - - H DR AT T-4" C? 1" 19'_ 10-2 T-71 4'- 1 :7 6-0" 45" 6-0" 21-Of' 7- F7 FOYER ENTRY 1 ;t 60 0 10 6-10" 4'-2" 2'-3" 1 8'-8" FLAT CLG. 8'-811 FLAT CLG. AFFI _J J_ ------------------ - - - - - - - - - - - �2 00 C14 C C-4 N D . W. 60 0 L - - - J 2'-6" SINK W/ DISP F - - - - - - - - - - - -- F NOTE: FINISHED I 9 CD NT CMU COLUMN BAS 0 PROVIDE WALLS TO BE FLUSH. wl 4 SIDED TAPERED CAFE APPLIANCE > PROTECTION WHEN VERIFY IN FIELD. WOOD COLUMN, 0 __KITCH.EN...__1 W SEE 1/3.1 (TYP.) zo U) 00 8'-8" FLAT CLG. 26l-4" 8'-8" FLAT CL IRED PER FBC G. 21'-8" (0 CARPET TILE LO PATI T-0" 2'-2" 0 1 1 5'�10" 0 10 RANG - C41 30 4'-0" 0 0. 0 0 W/o 0 HDR AT T-4" 4 UPLIFT W 3 4"X3 J" P. L. 1.8E 2668 W/ HTT4 @ BASE LO EDGE OF SLAB 2" U, > 7 0 - PLUMBING LINE TO zy) SECOND FLOOR 1! BEYOND WALL 1 0 1 C14 TYP @ 2 STORY lH2 1 0 1 1 1 LU x6 WALL BEDROOM 6 2 CAR GARAGE I CD > 0M 1 �2 I Cn 8'-8" FLAT CLG rG �2868-S.Q. 8'-8" FLAT CLG. AFF L! CARPET G x6:WAL 0 10 :1 ! : 00 00, 1 ��BA H 3 S3 '8'8" FLA1 CL CNI LL 10 11 n. 0 Lu PLUMBING LINE TO I uJ z 5-0" T 2 1 V-4" 6_1 2 r) SECOND FLOOR 21'-0-21" 1 I OT TB z - I I �F _:'�PANTRY- Eo + 8�78" I L - - - - - - - - - - - - L, L, 061 z 00 10 _1 � FLAT-CLQ-.--- 1 K V (D FIBERGLASS 0 q;j- L6 TILE D'� VERIFY L OCATION S4 TYP. 19 I SURROUND C �3 ELECTRICAL PANEL �0 Ir EGRESS I - i 5-SH 16" DEEP - 6h;J 1011111111111 I! r loci 111111011MI Oil I I I I I I I iiii I I I I I 111 11111111011111111111111111777711111111111 )TYP @ 2 STORY 25-SH (D VERIFY METER LOCATION WITH BUILDER 15-0" H.B. T-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 112" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 0 #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 (2) - 13/4" X 9 1/4" <H 6> LVL 2.OE Fb=2950 FASI �7 kz) - 1 5/4 -\ I u- 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 W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU R.O. FRAME TYPE (Flange) (Fin) 12 20 X 26 184X254 S.H. 13 20X38J 18 4 X 37 J S.H. 14 20 X 501 1817X 50 S. H. 15 20 X 63 18 J X 62 4 S.H. 16 20 X 72 18 J X 714 S.H. 1H2 27 1/4 X 26 26 X 25 -1 2 S.H. 11-13 27 1/4 X 38;1 26 x 37 1 S. H. 11-14 27JX50i 26 x 50 S.H. 1115 27 4 X 63 26 X 62 1/2 S.H. IH6 27 71 X 72 26 X 71 1/2 S.H. 22 2 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 " X 50 S.H. 25 37 J X 63 36 -2' X 62 1/2 S.H. 26 37JX72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52JX254 S.H. 33 54 X 381 52JX 371 S.H. 34 54 X 501 52JX 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-Al SCALE: )/4"=1'-0" 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 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 (d) +28.3/- Q �E_ +26.6 -29.1 +26.6 / -33.5 SEE SN SHEET 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 1 +29.7 / -39.7 WALLLEGEND MASO N RY HGT. @ 8--8" A. F. F. TYP. 2x FRAME WALL 'I I I I'l I I I I I 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 "All' FIRST FLOOR LIVING AREA 1324 SECOND FLOOR LIVING AREA 1768 LIVING TOTAL 3092 GARAGE 496 ENTRY 55 TOTALAREA 3643 PATIO INSULATION REQ. 24 1 LOCATION R-VALUE / TYPE EXT CONC 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 R-11/R-13 KRAFTFACED (GARAGE / LIVING) : I co C%J LU C 4= JE C..) �z M >< LA_ C,_ Cl- E - 1W ca 31: Co C, ,,N\' a R 0 OVIA "N. % C14 c) 0 01? SSIO 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 - the structural engineering portions of the drawing agesbearing Engineers signature and seal. W- MUMS H AAA, E CD co 8 V11 N, C� C, s a) 0 coo OD L Lu LL L_ EL C? W 0 'CU N �2 0 0 2 , W z IL M (1) T . Co L- 0 0 M z R (N < d C) 0 z W 0 co r_1 13 10 Ln QJ 0 4-, U 0 V) U') LD 5 U) c) 2i gapF= 4:- 0 < ,r) 0 loons CO C', CIO z < U_ C6 E E 0 , Z < < 00 23, E 1� t zz U:) 0, M son Bill 3: 3: M 0 (D > LO LO 12 cc C:) co J r- (10 C,4 07 0 0 C\1 U) L) C\1 .2 co LID < 0 0 LL C10 _�e C\I L) C:) 00 -0 -0 cc 04 00 (.0 0*) L0 C:) ce) 00 M r- LO LO E (0 0 z CU z E to a_ E 0 0 0 _J 'a cc < 0 1 C: 0 _J JOB NO: 23-06137 SCALE : AS NOTED SHEE7 NO. ZZ_