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rn <br />L0 <br />C7 <br />C14 <br />C) <br />LO <br />U1 <br />:::i <br />0 <br />-0 <br />-0 <br />-.d- <br />r") <br />C­4 <br />9 <br />C,4 <br />f.0 <br />C I :) <br />Q& <br />Cr <br />C <br />!;;I <br />C) <br />CL <br />E <br />E <br />0 <br />9 <br />-0 <br />0 <br />C_> <br />P <br />Q_ <br />.2 <br />01 <br />-2 <br />r 7 <br />X) <br />43 <br />C'4 <br />C=) <br />QQ _V <br />55'-10" 1'-7",, T-7 <br />16-0" <br />3" <br />VERIFY METER <br />V-4" <br />LOCATION WITH T-O" <br />BUILDER H.B. <br />wow LM T <br />11011111777771 <br />I*Ftj <br />I I <br />I I <br />I I I <br />I I I I <br />1111 <br />14=1 <br />I <br />I I 1 <br />111111111 <br />110111 <br />A <br />111111111 <br />111107111111 111,17W7M <br />Ill 11111111 I <br />F ------------- <br />OP <br />I <br />0 <br />0 <br />5-SH c� <br />r6"�DP�-- <br />R&3 <br />------------ <br />VERIFY LOCATION <br />2,.- <br />ELECTRICAL PANEL <br />_'VYP @ <br />rK <br />L Li <br />N E <br />11�Q_ <br />CD <br />0 <br />S4 )GARAGE <br />- <br />OWNER'S SUITE <br />0 <br />CD <br />W.I.C. <br />BUILDER TO PROVIDE <br />APPLIANCE PROTECTION <br />OPENING <br />rB <br />FD <br />8'-0" CLG. <br />1'-0 CLG. <br />WHEN REQUIRED PER FBC <br />00 <br />CARPET <br />TI <br />E <br />C? <br />G RPET 7 <br />L <br />2 CAR GARAGE <br />01:u) <br />CO W <br />C? <br />17 <br />I <br />i <br />1� <br />;m_ <br />- <br />T-8" <br />ca <br />I CC <br />8'-0" CLG. 8. <br />20'-03' <br />/8 <br />F-10" <br />,6x <br />2668 <br />M <br />0 <br />"*��EDGE <br />0 <br />HANSON <br />0 <br />BOX @ 36" <br />OF SLAB 2" <br />1 0 <br />C? <br />7 <br />A.F.F. <br />BEYOND WALL <br />I W <br />�0 <br />60"xiF_ <br />DRYER VENT <br />4) <br />1: <br />uJ <br />N <br />SHOWERI. <br />HRU ROOF-\ 1 <br />> <br />_WS - - - - <br />00 <br />CD <br />F4) <br />(3) 2x4 #2 SPF w/ FIBERGLASS <br />0 <br />04 <br />C, <br />DTT2Z @ BASE aURROU� <br />D <br />I A I <br />I I llil� <br />-1 171 '1 I'l <br />T11 <br />TYP @ 1 STORY <br />OPT. D <br />rA <br />81 <br />5-1115, 1 1 <br />4'-0" 1 <br />S3 <br />IX <br />NOTE: FINISHED <br />WALLS TO BE <br />cle) <br />AHU <br />FLUSH. VERIFY IN <br />TILE <br />_U <br />C <br />(3) 2x4 #2 SPF W1 <br />3C3 G.T. <br />�8 <br />38 <br />DTT2Z @ BASE-----___ <br />FAMILY RM <br />R.A.G. <br />LO <br />2:12 VAULTED CLG. <br />9'-4" CLG. <br />CARPET <br />nyF:: <br />3068 <br />zo <br />9'-4'CL <br />ENTRY <br />to <br />23'-8" LO <br />3-110" <br />7'-8'# <br />10'-108 LO <br />9"-6" <br />3 <br />8'-0" CLG. <br />Ak <br />or <br />HDR AT T-4" <br />K <br />I 111 lip <br />R&S loo <br />19 <br />--177]1 <br />Aoo R&S <br />2668 - - - - - - - - - <br />7 7 <br />4'-0" <br />all <br />1 V-73' <br />6-10" cN <br />4'-7 8'-8" 5'4' <br />14'-6" 5 v T-6" <br />5068 B.F <br />4068 B.F. <br />LO <br />_T_ <br />OPT <br />PATIO CAFE <br />REF' <br />BEDROOM <br />2 <br />co <br />1:0- Z <br />6? <br />N U)_ z 0 <br />1 <br />Cl? W <br />L----- ------- <br />n <br />0 <br />W <br />F - I <br />--I <br />- <br />. . <br />- 8'-0" CLG. <br />BEDROOM 3 <br />BEDR80M 4 <br />Lw <br />COO <br />6 VAULT. CLG . <br />I-_ <br />. <br />D.W . <br />CARPET <br />8'-0" CLG. <br />A <br />8'-O"ICLG. <br />W <br />00 CARPET <br />00 <br />< <br />> <br />3L 24 _ J 18 .3 <br />CARPET <br />- <br />"'ILE <br />CA PET <br />SII`IKw1l)ISP <br />7 <br />21, 7 <br />21'-2 <br /><Trr�HETT_ <br />1 <br />2-2" <br />u Z-12" 10'-4" <br />All, <br />"I <br />2'-4 5'- <br />80 <br />(b <br />APAN-T RY­ <br />lu� <br />C� <br />00 <br />Io5 <br />I 0� <br />rp <br />0 <br />TYP @ 1 <br />_V kULT_CLG­_ <br />TI <br />E <br />i <br />­17 <br />I <br />m <br />1 <br />0- <br />to <br />CN4 <br />W <br />F_ <br />CD <br />STORY <br />C? <br />FLAT C LG. Lo= <br />---- ------ I <br />36 <br />36 <br />00 <br />5-SH <br />S3 <br />16" DEEP <br />7777111111001111*1 111177W711 1111117114111111,11111 IN 111111111111 im <br />L5 <br />P4�o 25-SH <br />I <br />111011 <br />1 17 11111111110111111 7= <br />"11111111111111 <br />I _L <br />25-SH <br />H.B� EGRESS <br />" EGRESS <br />9A <br />S3 0 <br />S <br />29'-8" <br />15'-10" <br />19'-6" <br />66-0" �ol <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) - 2X6 #2 SYP W1 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br /><@>(2) <br />- 2X1 0 #2 SYP W/ 1/2" <br />FILITCH PLATE <br />(2) - 2XII 2 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 13/4" X 11 1/4 LVIL <br />2,01E 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) - 13/4" X 7 1/4" <br />LVIL 2.01E Fb=2950 <br />(2) - 2X4 #2 SYP W1 1/2" <br />Follow QIS4. See Plan for <br />RAG <br />FLITCH PLATE <br />Bearing Wall Call Out When <br />I <br />Straps are Required <br />VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIREDSTUDS <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 JX 25 4 <br />S.H. <br />13 <br />20 X 381 <br />18 4 X 37 J <br />S.H. <br />14 <br />20 X 501 <br />184X50 <br />S.H. <br />15 <br />20 X 63 <br />18 JX 62 J <br />S.H. <br />16 <br />20 X 72 <br />18 JX 714 <br />S.H. <br />11-12 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H. <br />11­13 <br />27 1/4 X 38 J <br />26 x 37 1 <br />S.H. <br />11-14 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <br />26 X 62 112 <br />S.H. <br />111-16 <br />27JX72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37JX26 <br />36 X 25 1/2 <br />A. <br />23 <br />37JX38i <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 4 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />364X62 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 />73JWIDE <br />S.H. <br />32 <br />54 X 26 <br />52J X 254 <br />S.H. <br />33 <br />54 X 381 <br />524X37i <br />S.H. <br />34 <br />54 X 501 <br />52 JX 50 <br />S.H. <br />35 <br />54 X 63 <br />521X 62' <br />S.H. <br />36 <br />54 X 72 <br />52 J X 71 J <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 />TIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <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 />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 />equiva en app ie o garage si e. <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 />+29.7 / -32.2 <br />+29.7 / -39.7 <br />+28.31-30.8 <br />(d) <br />+28.3 / -37.0 <br />J)I <br />+26.6 / -29.1 <br />ICF)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 />1 +29.7 / -39.7 <br />WALL LEGEND <br />111111111111 = MASONRY HGT. @ 8'-0" A.F.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 11131 <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />ENTRY 24 <br />TOTAL AREA 2376 <br />PATIO 23 <br />INSULATION REQ. <br />LOCATION I 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 FA <br />FLOOR <br />PLAN <br />- <br />ELEV-Bl <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 JR-11IR-13 KRAFTFACED <br />SCALE: Y4"=V-0" I (GARAGE / LIVING) <br />C= <br />C" <br />C= <br />CJ C, <br />C:) cu <br />Cp <br />LA - <br />co <br />CL= M <br />E_ <br />�CD C2 <br />� <br />4 U <br />_7 B, ­ ii cc <br />M, <br />M <br />E <br />U <br />J�' <br />J <br />C', <br />6,0,1 <br />E 3 s <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and spedfications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />9) <br />W <br />AN AEk lot E <br />c�, co <br />'N C� <br />C5 c: <br />C? <br />u) F- t-- <br />N 0 <br />0 LL LL ui <br />-6- EL <br />0 <br />z M <br />cc <br />4 9 <br />ca N 0 <br />W 0 ow <br />W M <br />co <br />.1 co <br />LL <br />C14 <br />6 � I)) <br />z L) U) <br />I&I El 11 <br />M <br />M <br />M <br />N M <br />< <br />U) V) <br />0 <br />4-J <br />LU <br />Cl) <br />C) 6 <br />E <br />WIN <br />C) as <br />0 <br />481 <br />C-4 M <br />4 <br />W <br />z <br />LL_ <br />C6- E <br />E <br />n 0 <br />z <br />< 8 <br />Ca <br />0 <br />z <br />C1 <br />C=) E <br />R <br />00 <br />") <br />0 � <br />0 < <br />X Z <br />C14 <br />:9� <br />=3 <br />U) <br />< <br />C <br />0 <br />-0 <br />z <br />z <br />z <br />�O <br />Cn <br />z z <br />0 <br />z <br />C) <br />.0 <br />C=) <br />co <br />L X <br />o <br />CD <br />LID <br />LO <br />co <br />CY) <br />-1 C\1 <br />Icy <br />Q <br />0 9 <br />CN <br />M <br />co <br />LO <br />Ir- <br />4_0 <br />< <br />4-1 (N <br />0 <br />0) <br />C\11 <br />M 0 <br />b <br />CN <br />< CY) <br />LO <br />E <br />'t <br />0 <br />z <br />M <br />z <br />M U) <br />E <br />E <br />0 0 -0 <br />< <br />JOB <br />NO: 22-06472 <br />SCALE : AS NOTED <br />SHEEr NO. <br />l�l�livo <br />