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01 <br />C) <br />r•M <br />L0 <br />v <br />C/7 <br />0 <br />0 <br />0 <br />0 <br />J <br />to <br />rn <br />CID <br />-.4- <br />C) <br />I <br />i <br />rr <br />a <br />00 <br />rM <br />L0 <br />rn <br />v <br />N <br />0 <br />0 <br />J <br />CD <br />EED <br />0 <br />I <br />rh <br />L0 <br />4 <br />v <br />co <br />0 <br />0 <br />3 <br />Q <br />N <br />N <br />G. <br />E <br />iu <br />0 <br />v <br />J <br />U <br />i <br />i <br />0 <br />v <br />01 <br />N <br />0 <br />CN <br />0 <br />0 <br />0 <br />O <br />3 TYP @ 2 STORY O D <br />S6 <br />A S3 <br />25-SH <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />H.B. <br />I <br />EGRESS <br />5-SH 16" DEEP <br />FIBERGLASS <br />D VERIFY <br />OCATION �,P <br />I <br />o0 <br />iv SURROUND I <br />PANTRY a <br />S3 ELECTRI <br />AL PANEL K <br />I <br />oa I _ <br />00 <br />�-K -1 w <br />-- <br />FLAW CLG. <br />S4 <br />- <br />TB in <br />11'4" <br />TILE6' <br />; <br />F <br />22 <br />II <br />P <br />PLUMBING <br />I <br />I <br />I I <br />- I <br />- oo --- <br />LINE TO <br />I <br />I <br />I I w <br />- BTIH_0 <br />i <br />SECOND <br />FLOOR <br />I <br />i <br />I I > <br />m <br />r' TCLG z cn <br />GG <br />-- 2x <br />ALL <br />I <br />o� iw� b <br />0 <br />G <br />S3 <br />2,-0" I, <br />I <br />I <br />I <br />I <br />I O <br />I I O <br />_Jr N <br />BEDROOM 6 <br />2 <br />CAR GARAGE <br />;u- <br />f 286 SC <br />TYP 2 STORY <br />PLUMBING 6 WALL <br />�_ <br />8 8 FLAT CLG. <br />H2 <br />8'-8" FLAT CLG. AFF I O <br />f o <br />I <br />l <br />I 10 <br />l I z <br />L <br />@ <br />LINE TO <br />CARPET <br />--- -I <br />I <br />I <br />I I <br />o <br />J <br />SECOND <br />FLOOR <br />EDGE OF SLAB 2" <br />I Q <br />I <br />S6 <br />`� <br />2668W/ <br />3 J"X3 4' P. L. 1.8E <br />BEYOND WALL <br />H <br />I LJ <br />oHDR <br />AT T-4" <br />HTT4 @ BASE <br />I <br />I <br />I <br />----- <br />I. <br />CC W/O <br />I > <br />I <br />I <br />r <br />- - - - - <br />O O <br />-- - <br />I <br />S3 UPLIFT <br />I o <br />I <br />I <br />l <br />I <br />l <br />4'-0' <br />---- - --- <br />M I <br />o <br />1 coo <br />I <br />I <br />30 30 <br />I <br />M <br />i <br />_-RANGE <br />t - <br />CDt <br />f <br />I <br />I <br />PATIO <br />1' <br />4° 3'-0" 2'-2" <br />14 <br />10" <br />I <br />I <br />I <br />F <br />`0 <br />26'-4" <br />1 <br />1 C H <br />N I <br />j W 1 <br />BUILDER TO PROVIDE <br />21'_g' I <br />I <br />o <br />0 <br />O <br />E rn <br />'- <br />8 8" FLAT CLG. <br />&, 8 FLAT CLG. I <br />A PLIANCE <br />PROTECTION WHEN <br />I I <br />CMU COLUMN BAS <br />_ <br />�n <br />w <br />CARPET <br />L_ <br />_ _ _ <br />T1L� 1 <br />REQUIRED PER FBC <br />I NOTE: FINISHED I <br />w/4 SIDEDTAPER <br />D <br />0 <br />___ _ ___- _ <br />r 1 L <br />S'IINKW/ DISP I 1 I <br />2'-6" <br />I I <br />WALLS TO BE FLUSH. <br />I I <br />WOOD COLUMN, <br />SEE 1/3.1 <br />VERIFY IN FIELD. <br />L- <br />(TYP.) <br />_ <br />co <br />N <br />D.W. <br />i :. J <br />---------- <br />o <br />3L 24 <br />- JED 1s •3 1I <br />C° <br />S3 <br />f ------ --I-1 I I I <br />�r <br />I <br />- - --------- =` <br />N <br />6-10" 4'-2" 2-3" <br />FOYER 3068 ENTRY <br />� <br />8'-8" FLAT CLG. -- -- 1 - B I <br />8'-8" FLAT CLG. AFFI <br />[M <br />i19'-102' 1.4'-1 <br />66 <br />;r <br />60 <br />iV <br />SLOPING I <br />�I <br />� <br />_ <br />HALF WALL <br />I <br />HDR AT 7_-4' <br />r_7-------- <br />1 <br />- - - <br />N <br />GG H2 <br />- - <br />- <br />- <br />-2 <br />S3 <br />4'W" PT SYP #2 POST w/ <br />°IN <br />N <br />T <br />_ <br />O� <br />ro0 <br />eo i I <br />f I <br />cD <br />- <br />3 <br />STO R . <br />- - - - - <br />- <br />°- <br />�° <br />M <br />FAMILY R M T <br />SIMPSON ABU44 OR USP <br />- <br />- <br />- <br />_ <br />taSLOPE CLG. <br />> > <br />3 �'X3 �' P.L. 1.8E <br />PAU44 w/ 5/8" A.T.R. EPDXY <br />_ - _ <br />_4 <br />_ _ _ <br />- <br />w/ 12" MIN. EMBEDMENT <br />8'-8" FLAT CLG. <br />W/ HTT4 @ BASE <br />CARPET <br />4 - <br />FLEX <br />(TYP.2COL.) <br />----15 <br />6 <br />7 <br />I ---- <br />8'-8" FLAT CLG. <br />O <br />---- <br />r� <br />112--- <br />CARPET <br />`' <br />o <br />---M-8 <br />z� <br />-GG <br />S3 <br />T+42"SLOPING <br />GG <br />TYP @ 2 STORY <br />60 <br />A <br />PAD AC PAD <br />S3 <br />Cl) <br />3 <br />S6 <br />HALF WALL <br />107-F-PTI[I <br />111111 <br />011111 <br />11111111THIF74 <br />1111111111111111761111 <br />IFT <br />1*71177LI111 <br />101111111111111111101111111111 <br />1111,y] <br />H.B. 1 TYP @ 2 STORY (&/ <br />8 S3 <br />S6 <br />42'-0" <br />W "I <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 O/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 />20X26 <br />184X254 <br />S.H. <br />13 <br />20 X 38 J <br />1821 X 371 <br />S.H. <br />14 <br />20X50J <br />184X50 <br />S.H. <br />15 <br />20X63 <br />18JX624 <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 4 <br />S.H. <br />iH3 <br />271/4X38J <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 501 <br />26 x 50 <br />S.H. <br />1 H5 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />1 H6 <br />27 4 X 72 <br />26 X 71 112 <br />S.H. <br />22 <br />37 a X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 $ <br />36 4 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 />374X72 <br />364X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 # X 25 J <br />S.H. <br />33 <br />54 X 382 <br />52 4 X 37 J <br />S.H. <br />34 <br />54 X 50 J <br />52 } X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />524 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 />FIRST FLOOR PLAN - ELEV-Al <br />SCALE: %4"=V-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 />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 />© <br />+29.7 / -39.7 <br />+28.3 / -30.8 <br />+28.3 / -37.0 <br />�E <br />+26.6 I -29.1 <br />�F <br />+26.6 / -33.5 <br />SEE SN SHEET O SEE SN SHEET <br />140 MPH <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 />1111111N11111111MASONRY <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 1768 <br />LIVING TOTAL 3092 <br />GARAGE 496 <br />ENTRY 55 <br />TOTAL AREA 3643 <br />PATIO 24 <br />INSULATION REQ. <br />LOCATION I R-VALUE / TYPE <br />EXT CONIC 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 I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />s+, <br />c*%c <br />N <br />to <br />M <br />>_ <br />9 W <br />CL <br />6 EL <br />a <br />Cr 3 <br />d <br />r.+ a> <br />C.) <br />d c p <br />,n C1 <br />E <br />m c, <br />.b <br />M <br />N <br />O <br />CV <br />ti <br />N <br />e, <br />0 <br />'. <br />fl <br />_ <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 An Edition, Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />Q <br />EE S cj <br />M 8 N cj <br />V <br />6 A <br />N O' C # <br />� � <br />V <br />UJ <br />N � � � <br />YU/\ <br />rnr--�-° if w <br />EL d <br />.y <br />M LL d Y U <br />LLL z <br />o <br />Z <br />2 S 0 o <br />Ewa <br />5 'co N cfl oe J <br />W <br />(0 1j �r- z <br />z <br />w <br />LO Cl) Z <br />H <br />aO <br />N <br />O U ❑�❑ <br />Z <br />W <br />L N th <br />Z N <br />� o � <br />� <br />7 <br />Q � <br />J <br />un <br />N <br />vo <br />+� <br />C <br />UJ <br />® m <br />U <br />0,.0 <br />N <br />o <br />:ti N <br />=,:§ <br />r <br />mi,.. <br />- ES <br />$ <br />. <br />ulr <br />L <br />C i 0 °J <br />c <br />Q <br />° <br />®® <br />N <br />�� <br />o <br />w <br />� <br />zo <br />o <br />z <br />a <br />� <br />0 <br />IU U <br />Wo <br />z <br />® <br />o a <br />H ra <br />�o <br />?o <br />o <br />o E <br />0 <br />°� <br />Qo <br />ww <br />o <br />7C: <br />3 Q <br />mo <br />0' <br />z <br />< z <br />7Ei <br />o <br />oM <br />o <a <br />�z <br />z <br />go <br />) <br />z <br />az <br />�a <br />=3 <br />� <br />Y <br />W <br />�I0 <br />} <br />CIO <br />O <br />> <br />LOrn <br />LO <br />u , <br />Q <br />0 <br />CL <br />~ <br />(a <br />�O <br />C:)J <br />O <br />Y <br />U <br />r <br />^ <br />U) ° <br />N <br />m <br />00 <br />LID <br />T <br />U) <br />Q <br />0 <br />in CM <br />i <br />04 <br />O <br />N <br />LO <br />0 <br />r- <br />hLO <br />CY) <br />c <br />T <br />ui <br />E <br />M <br />o <br />z <br />E O <br />N <br />ICUC <br />rl <br />E <br />U J <br />Q 0 <br />JOB <br />NO: <br />23-04656 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />