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I <br />LO <br />co <br />C> <br />1�0 <br />LID <br />LO <br />Cn <br />0 <br />t2 <br />C) <br />01 <br />C=) <br />7� <br />co <br />CD <br />I <br />L0 <br />00 <br />C> <br />PO <br />LO <br />L0 <br />C> <br />�2 <br />C=) <br />I <br />Cli <br />LO <br />C� <br />L0 <br />L0 <br />0 <br />-0 <br />W) <br />E <br />E <br />0 <br />CD <br />t 7 <br />C14 <br />CN <br />C> <br />C,4 <br />15 <br />E1.5 <br />H.B.T TYP @ 2 STORY I <br />(@�­\ T <br />48'-0" <br />/4) <br />+42" SLOPING <br />A <br />PAD <br />D <br />�-G�G g� <br />HALF WALL <br />it <br />rG G <br />S3 <br />SIS <br />YP @ 2 STORY <br />10 <br />LO <br />7 <br />F, <br />9 <br />00 <br />81 <br />80 <br />112 <br />r4 <br />179- (D <br />7 <br />FAMILY RM <br />co <br />6 <br />_____iL <br />___ <br />FLEX <br />I <br />5 <br />8'-8" FLAT CLG. <br />3 �"X3 P. L. 1.8E --�, - <br />. i�_ <br />CARPET <br />W/ HTT4 @ BASE <br />8'-8" FLAT CLG. <br />4 <br />- - <br />G) W <br />IX zo <br />3 <br />STOR. <br />CARPET <br />6 <br />co <br />8�0 <br />SLOPE CLG. <br />C"I <br />2 <br />+42" SLOPING <br />rG G H2 <br />HALF WALL!-� <br />S3 <br />-ENTRY <br />9 <br />---------- <br />HDR AT T-4" <br />"FLAT <br />C? <br />19.-1C2 <br />T-4" <br />T-71' <br />A <br />6-0" 4'-E <br />CLG. A�Fl <br />1-0",8" <br />00 <br />C�r <br />-1 <br />FOYER <br />00 <br />LO <br />(D <br />6'-10" 4l-2" 2'-3" <br />------- <br />8'-8*'FLAT CLG. <br />LL <br />A <br />�2 <br />V_ :PP 1.9 <br />F <br />D.W. 11 0 <br />EEo <br />9 <br />L 2'-6" <br />'�SINKW/DISP BUILDEF�TO PROVIDE <br />F - - - - - - - - - - - -- <br />I NOTE: FINISHED <br />(D <br />0 CAFE <br />_J APPLIANCE <br />KITCHEN LL <br />> <br />I WALLS TO BE FLUSH. <br />VERIFY IN FIELD. <br />9 0 <br />LLJ PROTECTION WHEN <br />U) 8'-8" FLAT CLG. ZT) <br />00 <br />[PATIC <br />26-4-1 87-8" FLAT CLG. REQUIRED PER FBC <br />21'-8" <br />CARPET <br />TILE <br />[L <br />_r 4", T-0" 2'-2" <br />'- <br />14-10" <br />51101, 0 <br />I <br />RANGE: <br />I <br />4'-0- <br />30 <br />(0 <br />rCC <br />0 <br />0 <br />W/o <br />HDRAT7 '-4" <br />X <br />r <br />3 J"X3 J" P.L. 1.8E <br />�2 <br />UPLIFT <br />< <br />Lu <br />CD <br />'IT <br />2668 <br />W/ HTT4 @ BASE <br />L? <br />S6 <br />PLUMBING LINE TO <br />7 <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />lij <br />> <br />0 <br />0 <br />TYP @ 2 STORY <br />SECOND FLOOR <br />0 <br />X6 WALL <br />BEDROOM 6 <br /><H2> <br />r2 <br />2 <br />0 <br />CAR GARAGE <br />U) <br />8'-8" FLAT CLG. <br />CARPET /"'ZG <br />2868-S.C. <br />2-0- <br />8'-8" FLAT CLG. AFF <br />qx6��[I <br />H 3 <br />�3 <br />001 <br />CD <br />'-8", FLAT CLG. <br />C,4: <br />LUMBING LINE TO <br />5'-0" T 2' <br />1 V-4" l` <br />6'- 1 W <br />SECOND FLOOR <br />21'-021" <br />TL <br />PAf+TRY- <br />- - - - - - - - - - - - <br />W I UJ 00 <br />co z 00 <br />8'-8" <br />FLAT CLG. 7 U) <br />LO <br />K <br />4�1 <br />FIBERGLASS <br />TILE <br />rD VERIFY LOCATION <br />S4 TYP. <br />- <br />o? <br />SURROUND <br />�, �3 ELECTRICAL <br />PANEL <br />EGRESS <br />5-SH 16" DEEP <br />111110111111 <br />25-SH VERIFY METER H.B. T-0" <br />)TYP @ 2 STORY \4) LOCATION WITH <br />BUILDER <br />16-13" <br />164" 31'-8" <br />HEADER SCHEDULE <br />MARK HEADER SIZE REMARKS <br /><@>(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br /><@>(2) - 2X1 0 #2 SYP W1 1/2" <br />FLITCH PLATE <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.OE Fb=2950 <br /><H6> (2) - 1 3/4" X 9 1/4" <br />LVL 2.OE Fb=2950 <br />FAO <br />General Notes <br />R302.5 Dwelling/Garage Open ing/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 />�,e) - 1 5/4 A Io <br />R302.5.3 Other Penetrations <br />�7 <br />LVL 2.OE Fb=2950 <br />� <br />Penetrations through the separation required in Section R302.6 <br />shall be protected as required by section R302.1 1, Item 4. <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.OE Fb=2950 <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 />RAG <br />(2) - 2X4 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />Follow Q/S4. See Plan for <br />Bearing Wall Call Out When <br />Straps are Required <br />VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />garage walls that are perpendicular to the adjacent dwelling unit <br />SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />wall: <br />REQUIRED STUDS <br />o From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or <br />equivalent applied to garage side. <br />e From Habitable Rooms Above Garage - Not Less than 5/8" <br />WINDOW SCHEDULE <br />Type-X Gyp. Bd. or equivalent. <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />0 Structure(s) Supporting Floor/Ceiling Assemblies - Not Less <br />than 1/2" Gyp. Ed. or equivalent. <br />9 Garages Located Less Than 3 Feet From Dwelling On The <br />12 <br />20 X 26 <br />18JX25i <br />S. H. <br />Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied <br />o, e in enor si e e nor wa s a ar wi I I <br />1.5 <br />20 X 38 g <br />18 J X 37 1 <br />ri. <br />R312.2.1 Window Sills <br />In dwelling units, where the top of the sill of an operable window is <br />14 <br />20 X 50J <br />181x 50 <br />S.H. <br />15 <br />20 X 63 <br />1817 X 62 7' <br />S.H. <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 />16 <br />20 X 72 <br />18 J X 714 <br />S.H. <br />window shall comply with one of the following: 1. Operable <br />windows with openings that will not allow a 4-inch-diameter (1102 <br />11-12 <br />27 1/4 X 26 <br />26 X 25 -21 <br />S.H. <br />11-13 <br />27 114 X 38 <br />26 x 37 <br />S.H. <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 />11-14 <br />27 J X 50 <br />26 x 50 <br />S.H. <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 />11-15 <br />27JX63 <br />26 X 62 1/2 <br />S.H. <br />11­16 <br />274X 72 <br />26 X 71 112 <br />S.H. <br />Chapter 45 Private Swimming Pools <br />37JX26 <br />36 X 25 1/2 <br />H. <br />Outdoor swimming pools shall be prov ed with a barrier <br />complying with R4501.17.1.1 through R4501.17.1.14. <br />23 <br />37JX38i <br />36 4 X 37 3/4 <br />S.H. <br />M1507.2 Re -circulation of Air <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />24 <br />37JX50i <br />364X 50 <br />S.H. <br />25 <br />37JX63 <br />36 4 X 62 1/2 <br />S.H. <br />re -circulated within a residence or to another dwelling unit and <br />shall be exhausted directly to the outdoors. Exhaust air from <br />26 <br />37 ;41 X 72 <br />36 J X 71 1/2 <br />SH <br />bathrooms and toilet rooms shall not discharge into an attic, crawl <br />space or other areas inside the building. <br />DOUBLE 2 WIDE <br />75" TALL <br />73JWIDE <br />S.H. <br />32 <br />54 X 26 <br />52 X 25 <br />S.H. <br />33 <br />54 X 38 <br />52 X 37 <br />S.H. <br />34 <br />54 X 50 <br />52 1 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52JX714 <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"=1'-0" <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 f1r. per FBCR G2408.2, Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />+29.7 -32.2 <br />+29.7 / -39.7 <br />+28.3 -30.8 <br />+28.3 / -37.0 <br />+26.6 -29.1 <br />+26.6 / -33.5 <br />SEE SN SHEET SEE SIN 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 />1 +29.7 / -39.7 <br />WALLLEGEND <br />TYP. 2x FRAME WALL <br />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 1113111 <br />FIRST FLOOR LIVING AREA 1324 � <br />SECOND FLOOR LIVING AREA 1762 1 <br />LIVING TOTAL 3086 1 <br />GARAGE 496 <br />ENTRY 30 <br />TOTAILAREA 3612 1 <br />PATIO 24 1 <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-1 1 /R-1 3 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 />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />crz <br />C1.4 <br />C= . <br />CD <br />C114 <br />-0 <br />r- C= <br />C_.) <br />4�; LA- <br />C14 <br />ca :C- <br />75 <br />V�o l,'A,('/V Z�. <br />1*40 <br />4 <br />C-11. <br />--I cNb <br />< <br />cp: <br />Lk <br />C <br />T7, J <br />0 <br />Xp <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions <br />of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />U) <br />W <br />21 <br />E <br />0 0 0 <br />0 <br />UJD <br />U) <br />Qo <br />C000 U) <br />,.e')"O <br />U) <br />C�' <br />co <br />L L� LU <br />3 <br />:p; <br />z <br />E: <br />W <br />t C94 0 <br />0 <br />W <br />z <br />M <br />05 c� M Lu <br />0 - , <br />L0 Z < <br />z <br />CN (y) <br />W <br />El 1­71 <br />(D <br />< <br />-1 <br />4-1 <br />U.J <br />C� <br />0 <br />LU <br />i­ U) <br />0, <br />MM <br />E <br />< <br />41 <br />14 <br />z <br />E <br />E 8 <br />co <br />0 <br />< <br />Z@ <br />0 <br />F_ r6 <br />0. <br />. W <br />00 <br />�C=3 E <br />Cf> <br />0 < <br />0 <br />1< <br />.. z <br />z <br />z <br />0 <br />z <br />U:) ra <br />C: <br />Z. <br />.0 <br />.0 <br />Z, <br />1z <br />z <br />3 <br /><. <br />2 Z. <br />Zo <br />65 <br />z <br />W <br />< <br />11 -Z <br />1 <br />id! <br />0 <br />0 <br />LZ < <br />C) <br />> <br />_J <br />Ul <br />Ul <br />< <br />CY) <br />co <br />0 <br />0 <br />C:) <br />U) <br />LO <br />+_J <br />0 <br />< <br />0 <br />U_ co <br />_�ie N <br />0 C:) <br />C:) <br />LO <br />-0 <br />co 64 <br />00 <br />00 <br />r, <br />L0 <br />Icy') <br />< <br />L0 <br />00 <br />LO LO <br />E <br />M <br />z <br />E T_ <br />E <br />0 Z <br />CL <br />0 _J <br />< <br />-1 <br />JOB <br />NO: <br />23-06140 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />9 <br />F <br />