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2 <br />3 <br />LO <br />0 <br />L0 <br />L <br />v <br />rn <br />0 <br />G <br />CID <br />J <br />M <br />0 <br />I <br />N <br />J <br />LID <br />r-) <br />L0 <br />L0 <br />L <br />v <br />V) <br />*11 <br />d- <br />0 <br />0 <br />to <br />0 <br />t <br />rry <br />N <br />L0 <br />0 <br />L0 <br />W7 <br />D <br />V <br />c <br />3 <br />a <br />N <br />r <br />a <br />E <br />F� <br />Iv <br />E <br />0 <br />`v <br />i <br />a: <br />0 <br />0 <br />0 <br />01 <br />ti <br />rM <br />O <br />ca <br />0 <br />0 <br />a <br />N <br />0 <br />Lo <br />0 <br />0 <br />0 <br />3 <br />U <br />z <br />W <br />m <br />0 <br />C <br />c <br />d <br />50'-0" <br />H.B.t J <br />TYP @ 2 STORY S6 <br />FILLED CELL LEGEND <br />.CONT. FILLED CELL W/ 3,000 PSI FROM LOWER <br />WALL TO UPPER <br />FILLED CELL IN COLUMN BASE W/ 3,000 PSI <br />CONCRETE AND SPACE PER PLAN <br />PAD AC PAD <br />i <br />I <br />J <br />(AC <br />GG <br />+42" SLOPING <br />HALF WALL <br />S3 <br />GG <br />S3 <br />S6 <br />TYP @ 2 STORY <br />--- <br />F_ <br />�N <br />-- <br />9 <br />60 <br />811 <br />00 <br />2 <br />0 <br />---c-7 <br />O <br />- <br />■ <br />FAMILY RM_6 <br />4 <br />T- <br />M <br />FLEX <br />4"x4" PT SYP #2 POST w/ <br />5 <br />8'-8" FLAT CLG. <br />3 2"X3 1' P.L. 1.8E <br />15 _ <br />SIMPSON ABU44 OR USP <br />CARPET -N <br />W/ HTT4 @ BASE <br />16 <br />8'-8" FLAT CLG. <br />4 <br />PAU44 w/ 5/8" A.T.R. EPDXY <br />O <br />--3 <br />`°_ <br />CARPET <br />w/ 12"MIN. EMBEDMENT <br />STOR. <br />00 _ <br />(TYP.2COL.) <br />r`ni <br />I I � <br />SLOPE CLG. <br />fV <br />2 <br />- <br />+42" SLOPING - - - <br />GG H2 <br />- �� <br />HALF WALL <br />S3 <br />" <br />C14 <br />- - - - - - - - - <br />■ <br />�66, <br />HDR AT T-4"7.4!-5" <br />"' <br />19' 101" <br />3'-4" <br />3' 71iN2 <br />22 <br />6'-0" <br />6-0" <br />2'-0' <br />M <br />O ENTRY <br />FOYERit <br />00 <br />it <br />�, <br />6' 10" 11 4'-2' 2' 3" I <br />a'-s° FLAT CLG. 3068 8'-8" FLAT CLG. AFFI <br />XL <br />II <br />-- - - - - -- - - - -J <br />O <br />(N <br />r_�-� ------ Id <br />I <br />■ <br />D.W. j ° o I W.H. N <br />S3 <br />rN 00 <br />' <br />_I <br />L I 2 -6 O <br />SINKW/DISP I <br />---------- <br />r NOTE: FINISHED <br />I <br />T <br />O <br />`r <br />I <br />CMU COLUMN BAS <br />I BUILDERTO PROVIDE <br />WALLS TO BE FLUSH. <br />w/ 4 SIDED TAPER <br />D <br />(`Q _ <br />CAFE E <br />o O 0 <br />w APPLIANCE <br />KITCHEN tl <br />� 8� - � w PROTECTION WHEN <br />I <br />I VERIFY IN FIELD. <br />I <br />I <br />WOOD COLUMN, <br />SEE 1/3.1 (TYP.) <br />CO 8'-8" FLAT CLG. <br />co <br />I <br />26'-4 '- FLAT CLG. REQUIRED PER FBC <br />I <br />21'_g' <br />I <br />CARPETco <br />PATRANGE <br />3'-0" 2'-2" <br />14'-0" <br />5 -10 O <br />I <br />J,61'4' <br />_ <br />�;1 <br />I <br />- - <br />---- - <br />to-0i <br />I <br />I p <br />1 C <br />l <br />1 <br />l <br />1 <br />CC W/o <br />32„X32„ P.L. 1.8E <br />----- <br />HDR AT T-4" <br />r I <br />UPLIFT <br />I w <br />F <br />o <br />J <br />2668 <br />W/ HTT4 @ BASE <br />L <br />O <br />1 <br />T <br />S6 <br />- -- <br />EDGE OF SLAB 2" <br />I w <br />I <br />1 <br />U? <br />N <br />PLUMBING LINE TO ih <br />SECOND FLOOR <br />BEYOND WALL <br />> <br />I O <br />1 <br />1 1 <br />c� <br />TYP @ 2 STORY <br />I <br />I I <br />w <br />x6WALL <br />BEDROOM 62 <br />- <br />r,286�8-s.c. <br />CAR GARAGE ; <br />1 <br />T <br />'2 <br />110. <br />'7 <br />FLAT CLG. <br />- <br />8'-8" FLAT CLG. AFF I <br />I I <br />i < <br />�4,-8" <br />CARPET <br />° <br />I <br />S3 <br />00 <br />I I <br />oo <br />IJ <br />iBA <br />CD <br />I <br />I I <br />1 w <br />8'-8' FLAT CLG. I <br />N a <br />I <br />I I10 <br />w <br />PLUMBING LINE TO <br />I <br />I I <br />l z <br />1" 5'-0" T 2' " <br />11'-4" <br />6 12o <br />SECOND FLOOR <br />21'-02" I <br />I I <br />I <br />-TB zN <br />-PANTRY - ca <br />II <br />L------------ <br />I <br />u l m <br />06 z_ 00 `n <br />8'-8' _it <br />FLAT CLG. _- <br />K <br />FIBERGLASS I �' o <br />zolEGRESS <br />TILE "' <br />D VERIFY LOCATION <br />84 <br />N SURROUND° `r <br />S3 ELECTRI <br />AL PANEL TYP. <br />1 <br />00 <br />5-SH 16" DEEP <br />I <br />`' <br />i)TYP( <br />@ 2 STORY <br />25-SH <br />O D <br />S3 <br />a <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />15'-0" <br />H.B. <br />2'-0" <br />HEADER SCHEDULE <br />MARK HEADER SIZE REMARKS <br />H1 (2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H2 (2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H3 (2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H4 (2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 (2) - 1 3/4" X 11 1/4 LVL <br />2.0E Fb=2950 <br />(2) - 1 3/4" X 9 1/4" <br />H6 <br />LVL 2.0E Fb=2950 <br />H7 tZ) - t af4 AID <br />LVL 2.0E Fb=2950 <br />H8 (2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <br />RAG FLITCH PLATE 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 />R.O. CMU R.O. FRAME <br />SIZE (Flange) (Fin) TYPE <br />12 20 X 26 18 2 X 25 4 S.H. <br />13 <br />20X38g <br />182A:3/1 <br />S.H. <br />14 <br />20 X 501 <br />18" X 50 <br />S.H. <br />15 <br />20X63 <br />182X622 <br />S.H. <br />16 <br />20X72 <br />182X712 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 2 <br />S.H. <br />1 H3 <br />27 1/4 X 38 a <br />26 x 37 1 <br />S.H. <br />1 H4 <br />27 J X 50 i <br />26 x 50 <br />S.H. <br />11­15 <br />27JX63 <br />26X621/2 <br />S.H. <br />11-16 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37JJX26 <br />362X251/2 <br />S.H. <br />23 <br />37 J4 X 38 J <br />36 2 X 37 3/4 <br />S. H. <br />24 <br />37 J X 50 i <br />36 2 X 50 <br />S. H. <br />25 <br />37 J X 63 <br />36 2 X 62 1/2 <br />S. H. <br />26 <br />37 a X 72 <br />36 2 X 71 1/2 <br />S. H. <br />DOUBLE 2 WIDE <br />75" TALL <br />732 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 2 X 25 2 <br />S.H. <br />33 <br />54 X 38 <br />52 2 X 374 <br />S.H. <br />34 <br />54 X 50 <br />5271 X 50 <br />S.H. <br />35 <br />54X63 <br />524X622 <br />S.H. <br />36 <br />54 X 72 <br />52 2 X 714 <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: %4"=1'-0" <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 />tothe 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 flr. 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 />DE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />GO <br />ET OH SEE SN SHEET <br />PH <br />icz <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 />WALL LEGEND <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 />FIRST FLOOR LIVING AREA 1324 <br />SECOND FLOOR LIVING AREA <br />1768 <br />LIVING TOTAL <br />3092 <br />GARAGE <br />496 <br />ENTRY <br />55 <br />TOTAL AREA <br />3643 <br />PATIO <br />24 <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-11/R-13 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 />eat <br />0 <br />' <br />Q n O <br />CM; <br />_ m <br />x <br />C LL d <br />Vf ao o � <br />3 = ICU <br />Cl) c� d <br />3 E c <br />a ��Q <br />- it 3 i <br />°9 ai m .0 <br />a ca d <br />i d C p <br />c � <br />a u <br />WiEfFklF�,sd�,�� <br />�zO <br />�. <br />�Nv ` 5E <br />{��"� " (J <br />ISO <br />. ch <br />r <br />_i <br />< O , <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 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 />Engineer's <br />signature and seal. <br />W <br />H o E <br />Aga 83 <br />f <br />MENO N p <br />V N O <br />o d _ W N <br />00 <br />'mil p, <br />r t< <br />y J),7 LL7 N <br />i 21 <br />m ,Oa,25 LL <br />Q <br />�R? <br />MLLLL <br />_ 5 W a <br />"4 <br />y <br />` L� <br />r o <br />co O <br />W o�N o <br />{VJO <br />1yPLL <br />Q m J <br />M <br />I^ <br />V N O U ¢ L) <br />U � <br />o g <br />z N <br />z o � <br />� <br />Q <br />J <br />N <br />r <br />M <br />z <br />�-, <br />_ o <br />N O <br />w <br />O w g <br />N � <br />t�Os <br />U c <br />p <br />C) 'o <br />c C/) a <br />Q 0 <br />e <br />�® <br />N <br />o <br />M <br />C") <br />J <br />go <br />� <br />� <br />w <br />Z <br />Z <br />� <br />N E <br />=o <br />o o <br />zo <br />¢ ry <br />Q p <br />E U <br />F� <br />Z@ <br />❑a <br />cv <br />I- f6 <br />M <br />00 <br />o <br />o <br />o <br />°¢ <br />` <br />Wz <br />o <br />wZ <br />r0 <br />¢o <br />m0 <br />o" <br />m J <br />m <br />aw <br />3 <br />co <br />F ° <br />z z <br />Q <br />Ron <br />3 <br />3 <br />0< <br />�° <br />N <br />O <br />�w <br />w <br />Y <br />M <br />v <br />zl< <br />10 <br />T <br />0 <br />03 <br />IUD <br />ai <br />0 <br />Q <br />O <br />O <br />O <br />O <br />v J o <br />CN <br />00 <br />m <br />L.,f J <br />r <br />,-i O <br />LL04 M <br />I <br />o <br />O <br />In <br />OO <br />co <br />m N <br />Ln <br />M <br />Q � T­ <br />r <br />E <br />Cfl <br />E 0)Z <br />o <br />f0 <br />M <br />E O N <br />E N <br />a <br />E <br />U � Q 0 <br />c <br />� <br />JOB <br />NO: 23-06134 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 <br />