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ILL) <br />LO <br />L0 <br />0 <br />0- <br />V) <br />3:� <br />0 <br />C=) <br />C14 <br />co <br />r.-) <br />cr_ <br />C:1 <br />to <br />LO <br />LO <br />V) <br />C-4 <br />C) <br />01 <br />r- <br />C14 <br />LO <br />L0 <br />C, <br />-0 <br />CN <br />C-4 <br />C) <br />CN <br />C, <br />rL <br />E <br />E <br />0 <br />WI <br />(D <br />LZ <br />E2 <br />CC, <br />a <br />0 <br />Cl) <br />5:5 <br />01 <br />CD <br />r 7 <br />CN <br />C'4 <br />C) <br />04 <br />C'4 <br />C'4 <br />CIE, <br />C/) <br />TYP @ 2 STORY <br />25-SH <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />15'-0" <br />TH.B. <br />IIIIILIIII <br />III <br />III <br />IIIIIIIIIII <br />III <br />1 ... <br />11,17 ..... <br />177507111111111111111011117711111111 <br />_L <br />ILL <br />EGRESS - <br />5-SH 16" DEEP <br />FIBERG LAS� <br />cc <br />VERIFY L.00ATION <br />TYP. <br />0? <br />SURROUND U.: <br />U) <br />PANTRN 1 Lu <br />ELECTRICAL <br />PANEL � �K <br />00 IN <br />(0 Q0 <br />I <br />8 uJ <br />V <br />B LO <br />2-44" <br />11-4" <br />TtLE <br />10 <br />2l'-01" F <br />U) A <br />-PLUMBING <br />LINE TO <br />CD <br />LB# kT- H <br />___2x6'0 <br />L6 <br />LLL.. <br />SECOND <br />FLOOR <br />1> <br />0 <br />120 <br />8'-8'� F CL <br />rGG <br />1<1 <br />- U) <br />/J, �\,, l = 0 <br />I <br />0 <br />1 10 <br />BEDROOM 6 <br />868-S.Cl <br />2 <br />CAR GARAGE rr <br />I <br />I ILL <br />PLUMBING 6 WALL <br />TYP 1@@ 2 STORY A <br />8'-8" FLAT CLG. <br /><H2 <br />� <br />8'-8" FLAT CLG. AFF 0 <br />0 <br />1 <br />1 10 <br />U? <br />LINE TO <br />jq SECOND <br />CARPET <br />1 <br />0 <br />0 <br />'__1 <br />FLOOR <br />37"'X3 4" P.L. 1.8E <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />< <br />LIJ <br />I <br />I <br />I I <br />2668 <br />H DR AT 7'-4" <br />W/ HTT4 @ BASE <br />Lu <br />9 <br />ED <br />> <br />0 <br />4'-0" <br />0 cl.: <br />I <br />� �3 <br />C�, <br />(0 <br />30 30 <br />7�1 <br />4% 3'-0" 2'-2" <br />PATIO <br />Joll <br />14" <br />S-10'. <br />40 <br />- <br />- <br />Lir <br />ILL <br />LU <br />CAFE t <br />264" <br />KIT' <br />BUILDER TO PROVIDE <br />21'-8" I <br />I <br />W <br />0') <br />8'-8" FLAT CLG. <br />$'-80'FLA <br />4A <br />C <br />CL <br />__T_ <br />1 <br />APPLIANCE <br />PROTECTION WHEN <br />I <br />I <br />CMU COLUMN BASE <br />FD <br />00 <br />CARPET <br />I L <br />0 <br />1 <br />REQUIRED PER FBC <br />NOTE: FINISHED <br />w/ 4 SIDED TAPERED <br />1 <br />LO <br />DblSP­ <br />Ll-1 <br />2' 6" <br />WALLS TO BE FLUSH. <br />WOOD COLUMN, <br />SEE 1/3.1 <br />L <br />VEfIFY IN FIELD. <br />L - - - L - - - - - - - - iff <br />(TYP.) <br />D.W. <br />00 <br />-IN <br />3L _ 24 _ J 18 <br />- - - - - - - - - - - <br />F - - - - - - - - - - - - -- <br />:2 <br />Li <br />6'- 10" <br />41 <br />1 <br />2-Y J <br />-4 i 1 <br />FOYER 30 ENTRY <br />7411 <br />LL <br />8'-8" FLAT CLG. <br />8'-8" FLAT CLG. AFF 1 <br />'7 <br />C? <br />19,-101" <br />2 <br />3'-4" <br />T-7�"l <br />4'-1 Ln <br />2 <br />6-0" 4 2'-01' <br />;t <br />ao <br />+42" SLOPING <br />I <br />HDR AT 7'-4" 1 <br />741 <br />HALF WALL <br />- - - - - - - - - :6 1 1 <br />LIN <br />1 <br />CN <br />GG H2 <br />IN <br />to <br />S3 <br />2 <br />4"x4" PT SYP #2 POST w/ <br />0 <br />C? <br />05 <br />STOR. <br />-f <br />3 <br />LO <br />M <br />FAMILY RM <br />-1 <br />SIMPSON ABU44 OR USP <br />6�3LOO FE -C[:G-. <br />371"X371" P.L. 1.8E <br />: __ - - - - - <br />PAU44 wl 5/8" A.T.R. EPDXY <br />5 <br />w/ 12" MIN. EMBEDMENT <br />8'-8" FLAT CLG. <br />W/ HTT4 @ BASE <br />: T5 <br />L <br />CARPET <br />:� ------- <br />.: <br />------- <br />FLEX <br />(TYP. 2 COL.) <br />6 <br />1 <br />b <br />- <br />8'-8" FLAT CLG. <br />U) <br />(D <br />1 <br />-7 I <br />81 <br />- <br />1 <br />- <br />CARPET <br />0 <br />80 <br />9 <br />/GG <br />�T+420" <br />TYP @ 2 STORY <br />00 <br />GG -tN <br />LO <br />��3� <br />J <br />�3 <br />ING <br />SLOPING <br />I <br />SIS J <br />LL <br />HALF WALL <br />I I <br />I I <br />T I I <br />10 1 <br />1111111 <br />11 <br />1*U1 <br />F10 <br />I <br />I I <br />I 10 1 <br />� I <br />I 10 1111 <br />H.B.� TYP @ 2 STORY ( <br />(P/ ( <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />F(2) <br />> <br />- 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br /><@>(2) <br />- 2Xl 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X1 2 #2 SYP W1 112" <br />FLITCH PLATE <br />(2) - 13/4" X 11 1/4 LVL <br />2.OE Fb=2950 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.OE Fb=2950 <br /><e>(2) <br />- 1 3/4" X 16" <br />LVL 2.OE Fb=2950 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.OE Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" <br />Follow Q/S4. See Plan for <br />RAG <br />I <br />FLITCH PLATE <br />Bearing Wall Call Out When <br />Straps are Required <br />VERIFY W1 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 />(Fin) <br />TYPE <br />12 <br />20 X 26 <br />18 4 X 25 <br />S.H. <br />13 <br />20 X 38 <br />18 1 X 37 <br />2 <br />S.H. <br />14 <br />20X50J <br />184X50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 7' <br />S.H. <br />16 <br />20 X 72 <br />18 J X 71 J <br />S.H. <br />11­12 <br />27 1/4 X 26 <br />26 X 25 7' <br />S.H. <br />11­13 <br />27 1/4X38J <br />26 x 371 <br />S.H. <br />11­14 <br />274X50i <br />26 x 50 <br />S.H. <br />27 J X 63 <br />26 X 62 1/2 <br />SH <br />27 J X 72 <br />26 X 71 112 <br />S.H. <br />22 <br />37 J X 26 <br />364X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36,21 X 37 3/4 <br />S.H. <br />24 <br />37JX50J <br />36JX50 <br />S.H. <br />25 <br />37 J X 63 <br />364X 62 112 <br />S.H. <br />26 <br />37 J X 72 <br />36 4 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />734WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 4 X 25 J <br />S.H. <br />33 <br />54 X 38 J <br />52 7' X 37 1 <br />S.H. <br />34 <br />54 X 50 J <br />52 2'X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4X 62' <br />S.H. <br />36 <br />54 X 72 <br />52 JX 71 J <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />LOUBLE 39X59 <br />79 X 59 <br />N/A <br />S.H. <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 R302.1 1, 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 & 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. Ed. 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 />M 1507.2 Re-circu lation 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 eaters s a e <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 />+29.7 -32.2 <br />+29.7 / -39.7 <br />+28.3 -30.8 <br />+28.3 / -37.0 <br />&1 <br />+26.6 -29.1 <br />k�,�l <br />+26.6 / -33.5 <br />SEE SN SHEET SEE SN SHEET <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 />WALLLEGEND <br />1111111 [T77= MASONRY HGT. @ 8'-8"A.F.F. <br />TYP. 2x FRAME WALL <br />I I I 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 "All' <br />FIRST FLOOR LIVING AREA 1324 <br />SECOND FLOOR LIVING AREA 1768 <br />LIVING TOTAL 3092 <br />GARAGE 496 <br />ENTRY 55 <br />TOTALAREA 3643 <br />PATIO 24 <br />INSULATION REQ. <br />LOCATION <br />R-VALUE /TYPIE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-1 1/R-13 KRAFT FACED <br />PLAN <br />- <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />FIRST <br />FLOOR <br />ELEV-Al <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />SCALE: Y4"=V-0" I (GARAGE / LIVING) <br />C%4 <br />> <br />0 C:) <br />0_ <br />rm <br />0- 120 <br />CU LL' <br />C <br />C: C\1 _lz <br />�O <br />L) , - M <br />CN <br />U) <br />31 < <br />7 <br />0 <br />> - <br />CN <br />CN <br />cli <br />2! <br />C14 <br />z_ <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida <br />Building Code - <br />Residential 7th Edition. Engineers <br />signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />ANA& <br />00 <br />cDt E <br />C, 8 0 <br />N <br />(2) C 10 _J <br />0 <br />UJ <br />-. .0 *0 It- L� <br />IL <br />U) <br />13 <br />0, r-- r,� Lu <br />(L <br />u:J- �e <br />rn (n <br />CID LL LL CL Lu 3: <br />0 <br />19 <br />IS <br />�E t� C�;� W <br />W <br />(b T l�g <br />Z <br />z _J r_ <br />0o 6 <br />Cl) = 0 <br />< <br />< 0 U) <br />0 ( <br />z <br />W <br />0 <br />b< <br />< <br />C,_ <br />13 <br />`4 <br />Q) <br />(D <br />4-1 <br />C/D LL_ <br />LU <br />0 <br />LU <br />.5 <br />0 D5 <br />0 <br />< 00 ?e <br />41 <br />(D <br />Cl) <br />Ce.1 <br />z- <br />M <br />UL <br />E <br />CL 8 <br />E <br />Z @ <br />Co <br />0 <br />0� <br />. <br />00 <br />0< <br />Air <br />ift <br />cz) E <br />C:) <br />04 <br />t <br />�o <br />< z. <br />'. <br />E z <br />Wz <br />iiiiiiillm <br />=; ra <br />U) <br /><. <br />� z� <br />zz <br />0, <br />Z, <br />icC: <br />Cn <br />-1 w, <br />W <br />C-) <br />< 0 <br /><< <br />Lu <br />0 <br />01 <br />zk <br />CD <br />L0 <br />LO <br />< <br />M <br />CL <br />(0 N <br />C:) <br />J C:) <br />CN <br />cy. <br />0 <br />U) 0 <br />M <br />< <br />0 <br />CN <br />04 <br />0 <br />C) <br />U-) <br />00 <br />CN <br />LO <br />C:) <br />N <br />04 <br />CY) <br />C\1 <br />CD <br />E <br />E <br />z <br />(a <br />z <br />:3 <br />E <br />C <br />cc <br />(L <br />E <br />0 0 <br />0 <br />< <br />(D <br />_J <br />---I- <br />JOB <br />NO: <br />22-02387 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.0 <br />