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I - ---r 0 00 I cn H1 co � 0 � I I Q 1 1 "' 1 U) = O 00 CV M �1mx0 I I� /QI 1 I I uJ U) -m�Mc=n I ' BEDROOM O NO ° SH TB L__L Y_J ___J 12" DEEP 3 W T - R&S --- LINEN 8'-0" FLAT CLG. I f CARPET2068 B.F. 3'-4" 4'-2" 3'-2" 34" &-6" 5-2" 2'-4" 12'-8" � � N 0? o0 TP 00 M 2668 I `'' I S6EEEV i - E00 o TYP @ 2 STORY I LL I 11CD4 N I c> 80 00 1 FC03 LO is o I � 7.1 ItI 90 1 1 8 -0" F AT I.G. I I JLE T j I cU) = 8 I 00 Lf� OD2 I I � I m w �' A H1 BEDROO 1 5 ; BEDROOM 4 #` 0 06 01 BEDROOM 2 � 8'-0" FLAT CL w I m 8'-0" FLAT CLG. 1 �t 50 8'-0" FLAT CLG. o _ W CARPET CO 01 00 CARPET 1 CARPETLu co u' 11'-4" ' 2 " 0 12'-02" M 5'-32' 2,1 . 14'-6" N in Og I I F BERGLAS ° 8" 1 I 1 EGRESS RROUND I 25 SH TYP @ S6 O H1 6 3 CORNERS TYP @ 2 STORY O D2 3 D2 D2 U.N.O. 1 23'-6" 25'-0" D2 48'-6" 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 H$ (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 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 T-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.' THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH "' WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS" WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 S.H. 13 20 X 38 J 1871 X 37 S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20 X 63 18 g X 62 4 S.H. 16 20X72 184X71 J S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1H3 271/4X388 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1115 27 J X 63 26 X 62 112 S.H. 1116 27 J X 72 26 X 71 1/2 S.H. 22 37JX26 364X251/2 S.H. 23 37 n# X 38 J 36 � X 37 3/4 S.H. 24 37JX50J 364X50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 J S.H. 33 54 X 38 J 52 1 X 37 1 S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 4 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. SECOND FLOOR PLAN - ELEV-Al SCALE: %4"=1'-0" General Notes R302.5 Dwelling/Garage 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 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 518" 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 112" 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" �A +29.7 / -32.2 © +29.7 / -39.7 OE +26.6 / -29.1 OF +26.6 / -33.5 GC� SEE SN SHEET HO SEE SN SHEET 40 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 WALL LEGEND 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 "Al 1ST FLOOR LIVING AREA 1324 2ND FLOOR LIVING AREA 1768 LIVING TOTAL 3092 GARAGE 496 FRONT ENTRY 55 TOTAL AREA 3643 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 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) r C3 N� 00 �d _C2 ,� 0 p w F N N O N N_ r M i o ey 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 Engineer's signature and seal. H W t E r` a o 2Q m�xs O CV N O J v Cb C 0 ��,� Cn W N o a - Q dj h � Y J u13. u_ a � 3: Z O0 L N 'm c� co L O � co Z N M z Of cn O LMLo Z pV v� cUn W ❑❑❑ z N M o� z z � � Q J 13 N vi z v CD c Q) 0 LL 4-1 cn t'Cj w � U O �Oft w o N c w N � U G LU - S I >® 2 U ) N to ¢.4 ti o co w M z 0 a cis E � 0 =o pF ¢ , Z® C U u 0 0 0 _ O N�0 U a F o O° p ° ¢ a ¢o w L tp cj c ¢ mg 0 01 Z C � (/J J Nm 0 F �w o¢ Z 5p son n T (� w LL � ¢2 a Ln _ r- o oz J wa = ~ 0 �0 CZ) a� V ZI< 3 .2 p J LO ui m co Q 0 f-- Li) O O Y T U O m m a--+ Lo I N d7 00 o LO O Q N r M Lo o z z �; Ec i1 U Q p � JOB NO: 22-02397 SCALE : AS NOTED SHEET NO. 1.1