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A S3 TYP @ 1 STORY d d O 00 CD 0 LO 0 0 109 A V TYP @ 1 STORY 15-88" OWNER'S SUITE T°' I 8'-0" CLG. M CARPET -T� IT (3) 2x4 #2 SPF w/ DTT2Z 6-3$" 10" r 1 4' 0"I I p G I C'3 I I I M CAFE I I VAULT. CLG! I CARPET I I 2.12 SLOPES I I I I I o CEILING I I I I C° I { N I I I "> I M I /I•-- / / (V RM iF,AMILY 15-8$' VAULT CLG. / CARPET / I / / 00 J co Z ul / / I N U O 25-SH j F BERGLASS �� P N URROUND N SURROUND 1„ 5„ co - 3'-0" 10'-4" - 11'-O8 - - - J2v - O c? 6� 60"x36" SHOWER ', cn 8'-0 CLO. - CL LOO -_T E -+T IL N 'v LIN N cc BEDROOM 2 5-SH 00 ' BEDROOM 3 16" DEEP N I 8'-0" CLG. o 8'-0" CLG. CARPET 3' 32' CARPET 73-7�09 8'-88, -M A \ /� / • I • C . 1 Ir 2668 I 2668 S3 0 AHU W. v 1 4068 B.F. O 4068 B.F. TYP @ 1 STORY � 8'-0" CLG." I _ _ _ _'N N CARPET I r; _----- =o w 166 R&S - - - - - - R&S ----� ----------------- R&S rnio Z - _ N-_)--_-_-_-R&S 2068 , H AT 7'-4'_ I I I 2x4 SPF w/ DTT2Z FO ER TILE I I - w/ � I I N 8'-3" inn 6' 10q" 6 8 9'-6" CLG.- -1 O 1'-0" c� 3068 I I io I I S3 � - 0 o BUILDER TO PROVIDE - - -----_ N I I� D.W. I APPLIANCE G.T. N PROTECTION WHEN CC F D - II I S3 REQUIRED PER FBC I I ( I 24 x24" CMU BASE I _ { S3 I I ENTRY COLUMN w/(4)#5 o Lu O 2 6 N v�1 I I I VERTICALS w I I I 8'-0" CLG. GROUT SOLID l Y �; x v l (SEE ELEV. FOR 1 .a Z o 1 0 � ¢1� I 1 1 ( I HEIGHT) 1'-44 4x4 P.T. #2 SYP I•/ 1 1 I 1 I POST TO SIT I 1 I DIRECTLY IN I W I- --- � ; I K 1 1 1 _ C -JJ M " CL • II I S3 1 11 7 I I I CENTER MPSONABU44 TILE ` 2" 2' 6" f 11 20'-78' I I (2 TYP.) -- --�--- -- - - I 1 -- I I I1 p I 1 10 PANTRY w EDGE OF SLAB 2" I I I Q = BEYOND WALL I I I = in - - cno 1 1 1 1CO 19 OPT. LO� I I I > 00 --PEE' - 4 5-SH DRYER VENT I 1 10 J N 16" DEEP T THRU WALL I 1 1 0 10 2 CAR GARAGE 111(0 - - III I III Iiii 8'-0" CLG. 7 36" A F.F. 5-920-7II TYP I I @ GARAGE I I I I OPENING --=- - io I I I K L L N�2868 , , S4 -- 8'- "CLG. L----------- 286 T„ I A S3 TYP @ 1 STORY in 54'-0" M 2' 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 H5 (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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 181 X 251 S.H. 13 20X38J 184X371 S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 1 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. iH3 271/4X38J 26x371 S.H. 1 H4 27 a X 50 1 26 x 50 S.H. 1 H5 27 4 X 63 26 X 62 112 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 4 X 26 36 J X 25 1/2 S.H. 23 37 4 X 38 s 36 4 X 37 3/4 S.H. 24 37 4 X 50 1 36 2 X 50 S.H. 25 374X63 364X621/2 S.H. 26 37 4 X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 731 WIDE S.H. 32 54 X 26 52 71X 251 S.H. 33 54X38J 524X374 S.H. 34 54 X 50 J 52 � X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 521X 71 7 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 DwellinglGarage 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 Table 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. 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.G. 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" DA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET OH 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 WALL LEGEND 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 1113111 (TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV-B1 EXT FRAME 2 x 6 R-13 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: Y4.n=1 r-0" (GARAGE / LIVING) N 0 N co N 0 �4�"`Ze6sRJ9�d�� •r..o try f,r f3750 <� ✓ �r : ; �j' )fit 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 CD Q E 00 Xk O co 8 NC� U W Q 0 m Co oo LL " 5 3t LL W N ��a W a cgov U_aY JLLLL a L Z rm r0 3•�Nco K O W � rn a Q Q z a N M Z rn O L5 Z 0 U N W ❑ ❑ ❑ N M o g 2 � o Q J r U N M z o LL U O w o UM U w J E °I S � d C) o c U x min M 0co �m co w co N o� Z Q Q =o a� 0 } ¢� Z© a CIOU F- C1 _ z X U ❑a p p V p a a F z w0 0 Q a az �z y-z Vi o Y mO 0 - �m a° aw �z d ova Z go a ilw � w0 oz r_ � r3 >O o w� a V z< 0 C C:)cc O E2 m O 0 \� • / > �� 0 U m 0 n�' ca C)VViV Lo �_ = N T_ LO L° rn LO r= N rn 04 r 0 M o C N �:; z Z E p N 03 E c JOB NO: 21-2025 SCALE : AS NOTED SHEET NO. 1