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TIL <br />m <br />00 o <br />-I <br />_-, _ <br />- <br />I TB <br />STORY <br />\ 80 <br />21'-2" <br />2'- - <br />1 U-4" <br />1„ <br />10 -42 <br />2'-4' <br />i„ <br />I T TP <br />n � <br />'TILE ._ - <br />�_�� SI Kw/dISP�_ <br />;BEDROOM <br />3 <br />2„�1 <br />-BATH a <br />F700CAFE <br />BEDROOM 4\`� <br />J <br />Q <br />N> <br />J <br />D.W. i o o <br />__IO <br />I0 <br />i <br />BEDROOM <br />2 Sca PE <br />8'-b"CLGT <br />TILE-- <br />8'-0" CLG.c <br />T <br />-rn <br />VAULT.CLG. <br />T <br />- - - - o <br />oCARPET <br />8'-0"CLG. <br />fill <br />CARPET_OP7CARPET <br />C___J ________C <br />----- <br />r <br />oZ <br />o`O� <br />- m <br />w <br />1 <br />-- - REF. <br />I <br />_ <br />"' <br />1 <br />5068 B.F. <br />4068 B.F. <br />LM <br />6'-10" <br />4 -7" <br />4'-0" 11'-78"I <br />8'-8" <br />5'-4" <br />14'-6" 5'-4 <br />7'-6" <br />- - - - - R&S - - - - <br />N <br />----------- --- -- iv 2668 c1 <br />2668 <br />N <br />11 <br />- <br />i <br />- <br />HDR AT T-4 - <br />I23'-8" <br />3'-10" T-8" 10'-103s �- <br />I <br />I <br />5;'---6-"- i-- Mir, 4 <br />ENTRY <br />_ <br />2:12 VAULTED CLG. <br />- <br />_ <br />T <br />I <br />r� <br />19-41 <br />CLG. 3068 <br />8'-0" CLG. <br />i <br />OM <br />i FAMILY RM <br />- <br />ILE -- <br />N <br />I <br />9'-4" CLG. <br />CD <br />R.A.G. <br />8 <br />I <br />�,� _-_ <br />(3) 2x4 #2 SPF w/ <br />r <br />K DTT2Z @ BASE <br />C D <br />- <br />_ <br />26s60 <br />S3 <br />3 S3 <br />- - - - - - - - <br />1 <br />~ l <br />� <br />2 AUnI <br />�Y <br />--- <br />I <br />I <br />I <br />_ <br />1 <br />AHU <br />8.0„ i, �N <br />CL_G. <br />NOTE: FINISHED <br />I WALLS TO BE <br />I <br />I <br />1 <br />_ , <br />ILE <br />- <br />FLUSH. VERIFY IN <br />I <br />I <br />S3 <br />5'-11s" <br />8 <br />4'-0" 110 <br />I\ 1 1 <br />FIELD. <br />I <br />I <br />-__. <br />_ <br />OPT. D OPT. <br />r- <br />I <br />I <br />I <br />TYP @ 1 STORY <br />1 <br />TP _ <br />IA k/)I <br />I cal W l <br />I <br />I <br />I <br />I <br />I <br />I <br />---- - <br />`T_ <br />00 <br />0 G <br />(3) 2x4 #2 SPF w/ ERGL <br />DTT2Z @ BASE SURROU <br />- <br />- <br />R&S <br />01 <br />I X�U I <br />a� <br />I p <br />I <br />I <br />SS <br />D <br />N S3 <br />-- ------ - <br />-`r'- <br />I o <br />I <br />I <br />HANSON <br />60"x36" <br />-- <br />rK <br />I o <br />I <br />I <br />SHOWER <br />BOX @ 36" <br />= <br />I <br />I <br />A.F.F. <br />S3 <br />w <br />I <br />I <br />`t <br />'- 8681 <br />- <br />DRYER VENT <br />EDGE OF SLAB 2" <br />I <br />I >0 <br />I <br />I <br />1 <br />I <br />o <br />r <br />rn <br />T <br />2 <br />5 3"- 81. <br />2 2 <br />3'-10 <br />THRU ROOF <br />BEYOND WALL <br />I o <br />I <br />I <br />mu) <br />17_8„ <br />- <br />2668 7'-8" <br />I <br />20'-O8 <br />co <br />1cnw <br />$, <br />- <br />10" <br />2 CAR <br />MO <br />� <br />GA AUL <br />IIII IIII <br />T <br />�� <br />00 <br />8'-0" CLG.W.I.C. <br />OWNER'S SUITE 00 <br />$'_ CLG. <br />8'-O'CLG. <br />BUILDER TO PROVIDE <br />E <br />iIII <br />I <br />--- <br />8'-0" CLG. <br />CARPET <br />APPLIANCE PROTECTION <br />TILE- <br />CARPET _. <br />-- r.._ <br />_ <br />I <br />WHEN REQUIRED <br />D PER <br />0 <br />I <br />I <br />I I <br />I I <br />TYP @ <br />K <br />0 <br />FINE . <br />W.H. <br />=o VERIFY LOCATION <br />C" ELECTRICAL PANEL <br />I <br />I <br />L_----___---_ <br />I I <br />I <br />GARAGE <br />S4 )OPENING <br />0 <br />--- - <br />5-SH �, <br />- - - - - - - - - - - <br />I <br />6" DP'-,R&S <br />00 <br />55'-10" <br />VERIF METER <br />LOCATION WITH <br />BUILDER <br />15-0" <br />H.B. <br />8'-6" <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <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 7 1/4" <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 />(Fin) <br />TYPE <br />12 <br />20 X 26 <br />18 4 X 25 4 <br />S.H. <br />13 <br />20X38J <br />184X37Jq <br />S.H. <br />14 <br />20 X 50 J <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />184X624 <br />S.H. <br />16 <br />20X72 <br />18JX714 <br />S.H. <br />11­12 <br />271/4X26 <br />26X25J <br />S.H. <br />1 H3 <br />27 1/4 X 38 J <br />26 x 371 <br />S.H. <br />1 H4 <br />27 J X 50 1 <br />26 x 50 <br />S.H. <br />i H5 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />111­16 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />371 X 38 J <br />36' 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 J X 63 <br />36 4 X 62 1/2 <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 />734 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 X 25 J <br />S.H. <br />33 <br />54 X 38 <br />52 X 37 J <br />S.H. <br />34 <br />54 X 50 <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 J <br />S.H. <br />36 <br />54 X 72 <br />52 4 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 />TIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <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 & 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 n toilet rooms hall not e <br />m and s b <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 />AO <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />OF <br />+26,6 / -33.5 <br />OG <br />SEE SN SHEET OH SEE SN SHEET <br />f1w <br />140 MPH AiMiNg <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 />111111111N111111 MASONRY <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 "A1" <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />ENTRY 20 <br />TOTAL AREA 2372 <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 FACED <br />PLAN <br />EXT FRAME 2 x <br />R-1KRAFT FACED <br />FLOOR <br />ELEV-Al <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />SCALE: %4"=1'-O" <br />I GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />e� <br />cv <br />Cn <br />ci C rn G <br />C CG C? N <br />- CO <br />fl >e <br />N cc p i <br />y�Qcc <br />�L C'V <br />W <br />a� tj <br />"D <br />M <br />0 <br />N <br />to <br />CV <br />qSC ciy�'� <br />v <br />a <br />=r.%0 <br />s_ to F <br />'4, <br />r <br />To the best of the Engineer's 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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />a <br />o E <br />8 <br />R o CD -W <br />c <br />a) OD C <br />0?N <br />M0M <br />Y/ <br />H <br />Q <br />CN <br />(� <br />r4 0 J <br />M V 252S � It <br />C: -r 5 W W <br />J 11 lL 55 p. <br />w <br />_Z:v <br />U) <br />Ls�_o <br />JU <br />�Wg <br />IL <br />M N <br />u°°�0�'°' m w <br />i <br />,°no M Z <br />Z <br />N OU < of 0 <br />0 <br />W <br />D E-1 <br />z N M <br />o g <br />z � � <br />z o � <br />J <br />v <br />0-1 <br />N <br />M <br />z <br />CD _ o <br />4-1 <br />w -cc <br />Q A <br />lU <br />U <br />owU) <br />N <br />Ly N <br />�N <br />U) <br />c� c <br />- E <br />v o <br />o <br />o� <br />w <br />Z <br />Q <br />�E <br />Q o <br />E V <br />=azo <br />w� <br />z <br />z® <br />oCU a <br />� ro <br />2� <br />&a <br />a= <br />a <br />00 <br />o< <br />�z <br />wZ <br />�o <br />J <br /><o <br />m� <br />O <br />U <br />t/3 <br />r� <br />° <br />�z <br />¢ O <br />U <br />a <br />C, <br />o <br />�� <br />z <br />N� <br />x <br />= <br />o <br />wF <br />o� <br />ao <br />d <br />Z. <br />o <br />.oe 1p <br />J <br />�( <br />m <br />,--�LOM <br />I- <br />L <br />CID <br />CD <br />It <br />:cr 3 <br />IZT <br />++ <br />O <br />T <br />^ U <br />vJ m <br />� <br />N <br />m <br />L( <br />QI <br />ate-+ <br />p <br />W <br />- 04 <br />o <br />r <br />U- N <br />04 <br />� <br />0-) <br />Lf') <br />r <br />-- <br />r <br />CMO <br />ai <br />E <br />=LOz <br />co <br />6i <br />o <br />@ <br />z <br />E <br />n. <br />E <br />U 0 <br />v w <br />Q p <br />c <br />0) <br />JOB <br />NO: <br />23-04657 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />