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L0 <br />00 <br />c::) <br />�0 <br />L0 <br />L0 <br />CD <br />Lo <br />C=) <br />16, <br />C) <br />�2 <br />CD <br />:ZE <br />L, <br />00 <br />C> <br />1`0 <br />tr) <br />L0 <br />V) <br />*1 <br />C> <br />LO <br />C> <br />_J <br />C=> <br />t2 <br />co <br />CN <br />LO <br />C� <br />LO <br />L9 <br />LO <br />2 <br />Ln <br />V <br />C> <br />-0 <br />C14 <br />C�- <br />CN <br />E <br />Cl- <br /><J <br />9 <br />-2 <br />r 7 <br />CN <br />C;` <br />C'4 <br />C:l <br />Lo <br />45 <br />15 <br />=k <br />LJ <br />C:1 <br />Cn <br />CT <br />TYP @ 2 STORY (:Z) <br />(i) 25-SH <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />15'-0" <br />TH.B. <br />FILLED CELL LEGEND <br />MCONT. FILLED CELL W1 3,000 PSI FROM LOWER <br />WALL TO UPPER <br />31-0" <br />FILLED CELL IN COLUMN BASE W/ 3,000 PSI <br />CONCRETE AND SPACE PER PLAN <br />EGRESS <br />I <br />5-SH 16" DEEP <br />FIBERGLAS `7� <br />cc__�- <br />rccN. <br />VERIFY LOCATION <br />TYP. <br />- <br />- <br />o? <br />SURROUND u_ <br />JPANTRY <br />a- <br />ELECTRICAL <br />PANEL rK <br />- <br />0a C(J <br />MI 00 <br />iB I <br />- <br />- . <br />1 <br />- ­ 8!4,'- _ j <br />FLAT CL6. 1 <br />C) <br />�4 <br />- <br />Lo <br />1 <br />164� <br />- - - - - - - - - - - <br />21'-021" r <br />5--o"I 2 All <br />1 V-4" <br />TILE- <br />4-PLUMBING <br />L6 LINE TO <br />ui <br />BATH J <br />SECOND <br />WALL <br />I> <br />2x� FLOOR <br />1100 <br />8'-8'! F :T CLG z U) <br />rG G'� <br />1<1 <br />11 <br />LU CD <br />2,_O" <br />0 <br />0 <br />BEDROOM 6 <br />2868-S.C� 2 <br />CAR GARAGE <br />IL'L <br />I LL <br />PLUMBING 6 L <br />8'-8" FLAT CLG. <br />H2 <br />0 <br />8'-8" FLAT CLG. AFF 0 <br />1 <br />110 <br />L? <br />TYP @ 2 STORY - LINE I <br />0 <br />C ARPET <br />C <br />z <br />ONI <br />SEC D <br />FLOOR <br />EDGE OF SLAB 2" <br />3 4"X3 P. L. 1.8E <br />BEYOND WALL <br />�6 2668 <br />W/ HTT4 @ BASE <br />HDR AT 7' -4" <br />L <br />K-cc,� W/o <br />Lu <br />> <br />0 0: <br />a77-- <br />--- UPLIFT <br />0 <br />CD <br />4'-0" <br />L7(fr <br />0 <br />X <br />K <br />30 30 <br />A------ <br />% ------------ - <br />RANGE' <br />7- <br />'4% T-O" 2'-2" <br />PATIO <br />14'4, <br />264" KITCHEN <br />CAFE <br />U_ <br />LU BUILDER TO PROVIDE <br />rr <br />21'-8" 1 <br />1 <br />C? U) 8'-8" FLAT CLG. <br />11 <br />(D <br />PPLIANCE <br />8'-8" FLAT CLG. <br />L 0- PROTECTION WHEN <br />CMU COLUMN BAS_= <br />00 CARPET <br />--- - - .--! <br />I TILE 0 1 REQUIRED PER FBC <br />NOTE: FINISHED <br />w/ 4 SIDED TAPERE <br />D <br />WALLS TO BE FLUSH. <br />WOOD COLUMN, <br />s�NkVii/DISP� 2'-6" <br />VERIFY IN FIELD. <br />SEE 1/3.1 (TYP.) <br />I D . W. <br />L- - - - - - - - - - - <br />C) <br />00 <br />3L - 24 18 '3 <br />- - - - - - - - - - - - -- <br />- - - - - - - - - - - -- <br />----------- <br />6-10" 2'-3" 0 <br />4'-2" <br />3068 <br />FOYER ENTRY <br />-IN <br />C14 <br />_J <br />LL <br />8'-8" FLAT CLG. <br />8'-8" FLAT CLG. AFF <br />C? <br />19--lo", <br />2 <br />T- 7 -21' 4--li, LO <br />3'-4" i� 2' <br />6-4- W-5' 2'-Ol' <br />:;t <br />EO <br />+42" SLOPING <br />IL/AP <br />HALF WA LL <br />H DR AT T4" <br />- GG H2 <br />r @S3 <br />-- - - - - - - - - - - <br />- <br />2 <br />Cl) <br />4"x4" PT SYP #2 POST w/ <br />-CP <br />00 <br />- <br />J <br />3 <br />. <br />STOR. <br />FAMILY RM <br />, 'l <br />SIMPSON ABU44 OR USP <br />3 4"X3 4" P.L. 1.8E <br />4 <br />PAU44 w/ 5/8" A.T.R. EPDXY <br />5 ir <br />lb <br />wl 12" MIN. EMBEDMENT <br />8'-8" FLAT CLG. <br />W/ HTT4 @ BASE <br />L <br />CARPET <br />FLEX <br />(TYP. 2 COL.) <br />7 <br />8'-8" FLAT CLG. <br />12 <br />1;2;: <br />CARPET <br />LO <br />8 <br />00 <br />9 - - - - - - <br />- <br />10 <br />rGG <br />i�j <br />TYP @ 2 STORY <br />00 <br />rG G'), <br />IN <br />S3 <br />(C <br />DD <br />LO <br />+42" SLOPING <br />HALF WALL <br />. % <br />1111101111111 <br />1 11 <br />1 11111 <br />Ill <br />111111 <br />1117Y <br />&I <br />H.B.� TYP @ 2 STORY( (E�/ <br />42' <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) - 2X1 2 #2 SYP W1 1/2" <br />FLITCH PLATE <br />(2) - 1 3/4" 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 />(2) - 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" Follow QIS4. See Plan for <br />RAG FLITCH PLATE Bea ri ng Wa 11 Ca I I 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 R.O. CMU R.O. FRAME TYPE <br />(Flange) (Fin) <br />12 20X26 184X251 S.H. <br />3 <br />20 X 38 J <br />18JX 371 <br />S. H. <br />14 <br />20 X 50 J <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 <br />SH <br />16 <br />20 X 72 <br />18 4 X 71 J <br />S.H. <br />11-12 <br />11­13 <br />27 114X38i <br />26 x 37 <br />S.H. <br />11-14 <br />27 4 X 50 -5 <br />26 x 50 <br />S.H. <br />27 JX 63 <br />26 X 62 1/2 <br />S.H. <br />11­16 <br />27JX72 <br />26 X 71 1/2 <br />S. H. <br />22 <br />37JX26 <br />3671 X 25 1/2 <br />S.H. <br />23 <br />37JX38i <br />3671 X 37 3/4 <br />S. H. <br />24 <br />3 7 J X 50 J <br />36 4 X 50 <br />S.H. <br />25 <br />37JX63 <br />3671 X 62 1/2 <br />S. H. <br />26 <br />37aX72 <br />4 <br />36 J X 71 112 <br />S H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 4 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 4 X 25 <br />S. H. <br />33 <br />54 X 3 8 <br />52 4 X 37 <br />S.H. <br />34 <br />54 X 50 <br />52 7' X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 17 X 62 <br />S.H. <br />36 <br />54X72 <br />52 J 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-Al <br />SCALE: Y4"=1'-O" <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, I 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. Bd. or equivalent applied <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 -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 />s a I e 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 />+29.7 -32.2 <br />+29.7 / -39.7 <br />+28.3 -30.8 <br />(d) <br />+28.3 / -37.0 <br />+26.6 -29.1 <br />+26.6 / -33.5 <br />G <br />SEE SN SHEE T H 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 />11111111111 MASONRY HGT. @ 8l-8" A.F] <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 "Al 1f <br />FIRST FLOOR LIVING AREA <br />SECOND FLOOR LIVING AREA <br />LIVING TOTAL <br />1324 <br />1768 <br />3092 1 <br />GARAGE 496 <br />ENTRY 55 <br />TOTAL AREA 3643 <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 />cirs <br />C2 <br />g_ <br />C3. C_ <br />C.-5 C-4 <br />cc <br />00 >4 <br />-0 U_ a. <br />0) C-A <br />to <br />9=1 <br />CD Cc <br />cz. <br />cc 0 <br />C1. <br />'p, 0 <br />r <br />r <br />C', <br />cli <br />ol� <br />ef v <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and sea] is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />E <br />8 <br />IM <br />UJCR <br />0 <br />00 (1) N oo <br />0? _0) G <br />EM" <br />CN C) <br />LL L_ Lu <br />EL <br />_J <br />U) <br />Co <br />9 <br />Z, <br />W <br />0 <br />N <br />0 r­ Y, 0" <br />c? <br />W <br />z <br />(15 , M <br />- �� Zo <. <br />C0 <br />z <br />N <br />< 0 <br />0 <br />00 <br />(D <br />w9w <br />0 <br />4-1 <br />C/3 <br />LU <br />U <br />0 <br />ZD <br />c7i <br />E <br />4 <br />0 <br />U) <br />0 <br />C.0 <br />0D <br />z <br />< <br />U_ <br />C& E <br />C�_ 8 <br />E <br />co <br />ro <br />C1 <br /><=' E <br />co <br />20 <br />b 0 <br />01 <br />< <br />t <br />z <br />co C <br /><z <br />0" <br />z <br />_=5 <br />2. <br />8 3: <br />02 <br />0 <br />. 0 <br />W <br />C> <br />co <br />z <br />L <br />0 <br />cl� <br />10 1 <br />M <br />2 C:) <br />LO <br />LO <br />cc <br />0 <br />< <br />Cle) <br />co Lr) <br />C:) <br />LO <br />C:) <br />CT <br />0 <br />0 <br />C:) <br />0 <br />U) 0 <br />>1 <br />120 <br />i= <br />LO <br />< <br />4-J <br />0 <br />0 <br />LL CIO <br />-1.14 C'4 <br />LO <br />L) C:) <br />M FJ <br />C:) <br />00 <br />C:) <br />00 <br />LO <br />co <br />LO LC) <br />6 <br />E <br />C <br />6 <br />z <br />cc <br />z <br />=3 <br />E <br />a. <br />E <br />0 0 <br />0 _J <br />"D ca <br />< 0 1 <br />_J <br />JOB <br />NO: <br />23-06130 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />T _1_T_F__MF_T -1 1 1 1 Ili I ri A i I, . 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