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W <br />N <br />A <br />O <br />D3 <br />SHOWER <br />= -- -- <br />- - <br />. <br />1 <br />Icr <br />IL CARPET `~w <br />8'-8" CLG, <br />r <br />z w F' <br />T <br />H3 tnp <br />I CARPET <br />I <br />I <br />I <br />O <br />a <br />19 -0 " <br />, ',2068 z „ <br />3 w 3 -7 <br />I 6'-4" <br />I <br />5068 BF <br />V-1" 3'-0" 1'-8" 8'-4" n <br />w <br />W <br />S4 <br />PLIFT <br />_ <br />2868 IR.A.GI �- ---- 0' <br />_______ ______ <br />HDR AT 8'-0 �" ----- ----- <br />---- ; <br />------ ---1-0 <br />R-0" R&S <br />HDRAT8'-0' 'il R&S <br />c <br />I <br />c <br />HD c <br />PLUMBING LINE TO HI r. <br />SECOND FLOOR <br />LO <br />FOYER <br />M <br />() 0 <br />I S31) Ux4 2 SYP (3) 2x4 #2 SYP <br />N I SIMPSON LUC28 <br />8'-8" CLG. �"�T N N ENTRY I - <br />C7 <br />~ DTT2Z BASE STUDS W/ 0 <br />DTT2Z BASE - <br />o @ @ � <br />TILL= `-/ ~ I iv 9'-4" CLG AFF =1 �2) 2x8 #2 SYP W/ Y <br />C7 UI LITCH W/ 2 <br />O( ) <br />I 21'-0" <br />1 <br />6 -7 lit2 =6 3 -4 <br />1T-0 11'-8" HETA20 STRAPS TO <br />q <br />COL. TOP @ 9'-4" <br />G.T. <br />I 3068 <br />' <br />O � <br />I <br />l <br />ARCH <br />CC D N <br />o <br />={ <br />- <br />-- <br />N <br />I� <br />C <br />co <br />r <br />- - - - - <br />S3 16'-8" S3 4 -0„ �, ,., <br />v <br />I I <br />'STEP <br />I <br />^ <br />o <br />I <br />I <br />to <br />F------------ <br />I I I <br />-- <br />5-- <br />-- <br />-- <br />SIMPSON LUC28GREAT <br />,IIIII <br />IIIII <br />N <br />zROOM <br />Q <br />- Ii <br />O <br />8-8CLG. <br />iiD.W. . <br />I <br />- <br />2 CAR GARAGECARPET <br />U J <br />8'-8" CLG AFF <br />A <br />. <br />EP- <br />S <br />-II <br />pgKITCHEN <br />TYP@ <br />-8CLG <br />k12 <br />2x4 #2 <br />2x4 #2 SPF1STORY <br />Qw <br />TILE <br />-4" <br />@ " <br />BASE 20'-8" <br />- <br />R2x4 #2 SYP <br />UDS W/ <br />15 a <br />WO <br />c <br />CC <br />IIIIIIIIi <br />o� <br />DTT2Z @BASE <br />REF_ <br />1116 CR <br />- -- <br />S3 O <br />I <br />IIIIIIIIII <br />- <br />68 <br />(- 0.: <br />H1N <br />owT <br />IIIIIII <br />SIM. W/Q pSTEP <br />PANTRY <br />HDR AT F-0" <br />2868C <br />LAU 6-05'-7" <br />t <br />o <br />CAFE <br />00 <br />co <br />n <br />88 CLG <br />-8" CLG. <br />BUILDER TO PROVIDE8 <br />SHEARWALL <br />-2,IIII <br />TILE <br />H�5 <br />868 2'-6° <br />APPLIANCE PROTECTIONCARPET <br />8'. <br />co <br />WHEN REQUIRED PER FBCCCS3 <br />OPT.D f. FLAT CLG.' <br />io <br />K <br />VERIFY LOCATION <br />TILECD <br />'0L------------ <br />ELECTRICAL PANEL <br />12 DEEP <br />SH. <br />y3-_0" <br />N <br />T <br />-9 <br />A <br />S3 TYP @ 1 STORY <br />\- HANSON BOX <br />DRYER VTE @ 36" AFF p <br />S3 <br />J <br />S6 <br />TYP @ 2 STORY <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />+ H.B. <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H2 <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H3 <br />(2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H4 <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 <br />(2) - 1 3/4" X 11 1 /4 LVL <br />2.0E Fb=2950 <br />H6 <br />(2) - 1 3/4" X 9 1 /4" <br />LVL 2.0E Fb=2950 <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 <br />(2) -1 3/4" X 71 /4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" <br />Follow Q/S4. See Plan for <br />RAG <br />FLITCH PLATE <br />Bearing Wall Call Out When <br />Straps are Required <br />* VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fln) <br />TYPE <br />12 <br />20 X 26 <br />18 4 X 25 <br />S.H. <br />13 <br />20X38J <br />18JX37J <br />S.H. <br />14 <br />20 X 50 J <br />181 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 } <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />11-12 <br />271/4X26 <br />26X25} <br />S.H. <br />1H3 <br />271/4X38J <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />1 H5 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />1H6 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 J X 25 112 <br />S.H. <br />23 <br />37 J X 38 J <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 J X 50 <br />S.H. <br />25 <br />37 � X 63 <br />36 � X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 J X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />734 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 4 X 25 } <br />S.H. <br />33 <br />54 X 38 J <br />52 J X 37 J <br />S.H. <br />34 <br />54 X 501 <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 J <br />S.H. <br />36 <br />54 X 72 <br />52 � X 71 � <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />DOUBLE 39X59 <br />79 X 59 <br />N/A <br />S.H. <br />FIRST FLOOR PLAN - ELEV-B1 <br />SCALE: Y4 =V-0" <br />General Notes <br />R302.5 Dwelling/Garage Opening/Penetration Protection <br />Opening and penetrations through walls or ceilings separating the <br />dwelling from the garage shall be in accordance with sections <br />R302.5.1 through R302.5.3. <br />R302.5.1 Opening Protection <br />Openings from a private garage directly into a room used for <br />sleeping purposes shall not be permitted. Other openings between <br />the garage and residence shall be equipped with solid wood doors <br />not less than 1-3/8" in thickness, solid or honeycomb -core steel <br />doors not less than 1-3/8" thick, or 20-minute fire -rated doors. <br />R302.5.2 Duct Penetration <br />Ducts in the garage and ducts penetrating the walls or ceilings <br />separating the dwelling from the garage shall be constructed of a <br />minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid <br />nonmetallic class 0 or classl duct board, or other approved <br />material and shall not have openings into the garage. <br />R302.5.3 Other Penetrations <br />Penetrations through the separation required in Section R302.6 <br />shall be protected as required by section R302.11, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated as required by Table R302.6. <br />Openings in garage walls shall comply with Section R302.5. <br />Attachment of gypsum board shall comply with Tab;e R702.3.5. <br />The wall separation provisions of Table R302.6 shall not apply to <br />garage walls that are perpendicular to the adjacent dwelling unit <br />wall: <br />• From the Residence 8r Attics - Not Less than 1/2" Gyp. Bd. or <br />equivalent applied to garage side. <br />• From Habitable Rooms Above Garage - Not Less than 5/8" <br />Type-X Gyp. Bd. or equivalent. <br />• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less <br />than 1/2" Gyp. Bd. or equivalent. <br />• Garages Located Less Than 3 Feet From Dwelling On The <br />Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied <br />to the interior side of exterior walls that are within this area. <br />R312.2.1 Window Sills <br />In dwelling units, where the top of the sill of an operable window is <br />located less than 24 inches (610 mm) above the finished floor and <br />greater than 72 inches (1829 mm) above the finished grade or <br />other surface below on the exterior of the building, the operable <br />window shall comply with one of the following: 1. Operable <br />windows with openings that will not allow a 4-inch-diameter (102 <br />mm) sphere to pass through the opening where the opening is in <br />its largest opened position. 2. Operable windows that are provided <br />with window fall prevention devices that comply with ASTM F2090. <br />3. Operable windows that are provided with window opening <br />control devices that comply with Section R312.2.2. <br />Chapter 45 Private Swimming Pools <br />Outdoor swimming pools shall be provided with a barrier <br />complying with R4501.17.1.1 through R4501.17.1.14. <br />M1507.2 Re -circulation of Air <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />re -circulated within a residence or to another dwelling unit and <br />shall be exhausted directly to the outdoors. Exhaust air from <br />bathrooms and toilet rooms shall not discharge into an attic, crawl <br />space or other areas inside the building. <br />GAS APPLIANCES <br />G.C. to verify location of gas riser before commencement of work. <br />Where gas water heaters are installed. Water heaters shall be <br />installed a min. of 18" above fir. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />OPENING PRESSURES <br />ENCLOSED -EXPOSURE "C" <br />AA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />+26.6 / -33.5 <br />GCS <br />SEE SN SHEET HO SEE SN SHEET <br />140 MPH <br />NOTE: WIND SPEED INDICATED ABOVE IS AN <br />"ULTIMATE" WIND SPEED. THE WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />SOFFIT DESIGN PRESSURE <br />+29.7 / -39.7 <br />WALL LEGEND <br />MASONRY HGT. @ 9'-4" A.F.F. <br />TYP. 2x FRAME WALL <br />milli BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />SYSTEM <br />AREA TABULATION 11B111 <br />FIRST FLOOR LIVING 1816 <br />SECOND FLOOR LIVING 1510 <br />LIVING TOTAL 3326 <br />GARAGE 453 <br />ENTRY 66 <br />TOTAL AREA 3845 <br />PATIO 24 <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />Cn <br />N <br />0 <br />N <br />N co <br />m d <br />W ?' <br />� C3 r o <br />C7. n O <br />10 V N <br />Co x <br />C L- 0. <br />O .y <br />R7 CV L <br />v7 O to <br />� E <br />al <br />.m W a <br />ca a> <br />�. oc 2 s~ <br />E <br />is o <br />a. v <br />CD <br />.� lik0 WN <br />U :• <br />CEO <br />_ \ <br />U <br />F L <br />r <br />'�plltl2(I tll.t'j��� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specJflcagons contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residentlal <br />7th Edition. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />28 <br />CIO M P. M <br />_ °; a S <br />L _ <br />0 <br />W <br />W_ O� cow <br />04 M Z La <br />ZN Ov 0 <br />W 00 <br />z <br />J <br />�a <br />N <br />V <br />Ow <br />N <br />`tom <br />o <br />M <br />N <br />z0 <br />z <br />z <br />�0 <br />w <br />Q <br />rod <br />CL <br />1. <br />4? <br />W K <br />UO <br />ro <br />z <br />C/� C <br />cz <br />fx'zz <br />mptt <br />i <br />zp <br />ib Q% <br />J <br />N2 <br />G b <br />rw <br />Q W <br />z z <br />Q O <br />W <br />Cam) <br />O <br />U <br />0_ <br />�la <br />O <br />T <br />Z <br />�d <br />J <br />V) <br />LO <br />M <br />F - <br />L- <br />T <br />J 0 <br />J <br />CT�'_ <br />T' <br />m <br />U) m <br />N <br />c <br />LO <br /><C <br />M <br />0 <br />Q� <br />I <br />N <br />N <br />0 <br />04 <br />N <br />CIO <br />LO <br />(0 <br />r <br />a) <br />M <br />r- <br />M <br />o <br />E O <br />E v :: <br />c <br />a. <br />U Q 0 <br />_J <br />JOB <br />NO: 23-00521 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 <br />