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3 <br />v <br />m <br />rp <br />M <br />LL`O <br />Q <br />rn <br />0 <br />J <br />4 <br />to <br />I <br />Ih <br />i <br />m <br />M <br />L0 <br />O <br />02 <br />J <br />I <br />N <br />M <br />N <br />O <br />L0 <br />L0 <br />2 <br />0 <br />19 <br />.G <br />Q <br />M <br />CV <br />0 <br />E <br />1.2 <br />E <br />0 <br />N <br />a� <br />L_ <br />rh <br />0 <br />r\ <br />oc <br />s <br />a <br />62-0" <br />A <br />+ S3 H.B. TYP @ 1 STORY S3 <br />I <br />J <br />(D 25-SH S6 TYP @ 2 STORY <br />�,� <br />AC PAD <br />AC PAD <br />SHE ARWALL C <br />S3 <br />5-SH - R&S <br />EQ E <br />RGLASS <br />SURROUND <br />w <br />I <br />SIM. W/O <br />STEP 91 <br />5`-8" 3'-5" TB <br />I <br />10'-5" <br />12'-0" <br />_U <br />OWNER'S <br />0. 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I <br />o <br />CARPET <br />Nw <br />f- <br />H3 w =w TP <br />fnp <br />I CARPET <br />1 <br />(� <br />(D <br />v <br />19'-0" <br />Z068 Z <br />3 3'-7" <br />1 6'1 <br />9'-1 " T�0'� V-8" <br />5068 BF <br />8'-4" <br />w W <br />S4 <br />PLIFT <br />2868 IR.A.G1 --- <br />- - <br />-----HDRA----__� ___ _ <br />- <br />- - - - - - - - - - - - - <br />R&S <br />HDR AT 8'-0" <br />R&S <br />o <br />�- <br />;;;tHLDRff <br />b <br />CIOPLUMBING <br />AT 8'-0" LINE TO I h <br />SECOND FLOOR <br />FOYERLO <br />- <br />(())2x4 #2 ) <br />I P UDS W SYP ((3) 2x4 #2 SYP <br />8'-8" CLG. B N <br />O <br />ENTRY <br />I <br />SIMPSON LUC2$ <br />4 <br />H @ S?UDS W/ o <br />BASE DTT2Z @ BASE r_ <br />TILE <br />JC_ <br />I 9-4 CLG AFF =I <br />�2 2x8 #2 SYP W/DTT2Z <br />) <br />PITCH W/ ((2) �r <br />21'-0" <br />6'-7" 2'-6" T-4" <br />1T-0" <br />11'-8" UI <br />HETA20 STPtAPS TO <br />COL. TOP @ 9'4" <br />zo <br />3068 <br />G.T. <br />- <br />`? <br />_ <br />F1n.... <br />A RCH <br />o <br />CC D <br />N <br />I- C <br />I.. <br />- - ` <br />S3 S3 <br />16 -8" <br />4'-0 <br />---- _ <br />- - <br />N <br />IIt <br />cS.I <br />I SIM. W/O r.a <br />I -- -- <br />I ------------ <br />o <br />I STEPIT <br />a <br />1 <br />A <br />GREAT F <br />l z W <br />----- h <br />l\-SIMPSON LUC28 <br />N <br />ROOM <br />I z' <br />I <br />�� < <br />I I� ---- <br />1 8'-8" CLG. <br />IIA D.W. I <br />III I <br />-� - -- _ <br />2 CAR GARAGE <br />CARPET <br />rn <br />LJ ., - _ <br />" 1 4 SH. <br />8'-8" CLG AFF I O <br />I I <br />A <br />I 2_' DEED <br />I <br />I I <br />S3 <br />KITCHEN <br />-1 <br />i2 -- - <br />o7 <br />TYP@ <br />1STORY <br />..I <br />8'-8" CLG. <br />)nf <br />S <br />1 <br />2x4 #2 SPF oI <br />18'-4" <br />9'-4'! <br />3'-'o <br />W/ DTT2Z @ I <br />BASE 20'-8" 1 <br />IIIIII1 <br />bTILE <br />q2x4 <br />#2 SYP <br />DUDS W/ <br />2.. <br />CC Lu <br />co <br />DTT2Z @ BASE _ <br />OPT. <br />I F <br />116 u)a <br />S <br />Oro`°° <br />IIIII1 <br />REF. <br />H1 II rI <br />SIM. W/op <br />PANTRY <br />_ <br />q <br />0 <br />STEP <br />�_ 0LAU <br />CAFE <br />2868 <br />• 6-0" <br />HDR AT 8'-0" <br />5 -7 <br />CC <br />1 <br />1 1 <br />60 <br />ip <br />a cA 83 <br />S3 <br />_ <br />8'-8" CLG. <br />- oo <br />" CLG. <br />H <br />BUILDER TO PROVIDE <br />IIII <br />IIII <br />IIII <br />Q <br />co I CARPET SHEARWALL D2 <br />TILE c <br />cli <br />- <br />28688-8 <br />2'"6 <br />APPLIANCE PROTECTION <br />OE <br />WHEN REQUIRED PER FBC <br />in <br />G <br />- 8'-8" <br />OPT. D P� FLAT CLG. - <br />7 <br />d coo <br />w <br />I K <br />VERIFY LOCATION <br />I I <br />---r- -- TILE M <br />- R co <br />w= iq <br />Ocn gy <br />ELECTRICAL PANEL L------------ <br />T-0" I - <br />12" DHEP <br />cv W.H. <br />o <br />' <br />vi <br />lV <br />A <br />S3 TYP @ 1 STORY <br />\- HANSON BOX <br />DRYER VTE @ 36" AFF p <br />S3 <br />54'-4" <br />01= <br />J VERIFY METER <br />S6 LOCATION WITH <br />BUILDER <br />TYP @ 2 STORY <br />15'-0" <br />H.B. <br />T-0" <br />2' <br />r <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 />20X26 <br />18JX254 <br />S.H. <br />13 <br />20 X 38 J <br />18 # X 37 J <br />S.H. <br />14 <br />20 X 501 <br />184 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 J <br />S.H. <br />16 <br />20 X 72 <br />184 X 714 <br />S.H. <br />11-12 <br />271/4X26 <br />26X25} <br />S.H. <br />iH3 <br />27 114 X 38 <br />26 x 37 <br />S.H. <br />1H4 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />1H5 <br />27JX63 <br />26X621/2 <br />S.H. <br />1H6 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37JX26 <br />364X251/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 J 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 />364 X 62 1/2 <br />S.H. <br />26 _ <br />37 J X 72 <br />36 1 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 } <br />S.H. <br />33 <br />54 X 38 J <br />524 X 37 J <br />S.H. <br />34 <br />54 X 50 J <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />524 X 62 i <br />S.H. <br />36 <br />54 X 72 <br />52 4 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 />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 />In 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 />In 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 />© <br />+28.3 / -30.8 <br />CD <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />�F <br />+26.6 / -33.5 <br />O <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 />MASONRY HGT. @ 8'-8" A.F.F. <br />MASONRY HGT. @ 9'4" 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 1113111 <br />FIRST FLOOR LIVING 1816 <br />SECOND FLOOR LIVING 1510 <br />LIVING TOTAL 3326 <br />GARAGE 453 <br />ENTRY 66 <br />TOTAL AREA 3845 <br />PATIO 24 I <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 />FIRST FLOOR PLAN ELEV-Bl <br />EXT FRAME 2 x <br />R-13 KRAFT FACED <br />CONDITIONED CEILING <br />I <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />SCALE: Y4rr=1 r-On <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />!V <br />c <br />QV <br />o <br />a> o <br />OL <br />p <br />= O U N <br />N N O w <br />N y O 10 <br />4 N Y <br />m <br />E s G <br />CUP ✓ <br />U <br />� 3 ro <br />Co d d <br />J U d <br />C (a <br />E <br />.I �,1•t + r� <br />;. S, <br />�a <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 <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 />fn <br />IIII.W <br />Q <br />d RE <br />O N <br />O <br />n aD CL) N P <br />a <br />UB <br />N O i6 lJi <br />=� LL w <br />�U 0- <br />-cam n. <br />Z <br />N <br />s w9 oCC <br />W <br />W <br />m C4 �O S <br />og o <br />W <br />Z <br />- �Zo m J <br />,ro fN1 Z Q <br />N <br />O U 0 U) <br />Z <br />W <br />❑ ❑ <br />N ) <br />Inml <br />E3 <br />N <br />U s <br />CS <br />v <br />4-1 <br />U <br />O <br />N <br />uJ p <br />N N <br />� <br />U <br />L11 J <br />mi <br />- E <br />0 <br />1 <br />CI <br />sm <br />w <br />M <br />O <br />QE <br />we <br />z® <br />6 <br />Z <br />W <br />q_ <br />a <br />can C <br />z <br />m v <br />D1U <br />y> <br />Z�c <br />a <br />> <br />JO <br />65 <br />T � <br /><> <br />N <br />aq <br />�' <br />MJ <br />o <br />V' <br />OIiY <br />a <br />U <br />T <br />Z <br />,...LOT <br />Yco <br />r <br />IW <br />m <br />C <br />/� ' <br />L <br />7P M <br />ai <br />�I <br />co C:) <br />C:) <br />N <br />O <br />M <br />00 <br />00 <br />Ln <br />Cn <br />Q <br />r <br />4)CV)LID <br />o <br />E <br />N <br />'E <br />Z <br />z <br />E E <br />E <br />N <br />C <br />a <br />U <br />Q p <br />JOB <br />NO: <br />23-06144 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />