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_ -A_ +n l lr fll 111 1- '_t 1111 _i 1 1 1 1 1 1 11 _1 L- <br />� <br />rn <br />LO <br />LO <br />0 <br />Cr <br />rn <br />0 <br />CV <br />N <br />1 <br />0 <br />I <br />I <br />rn <br />L0 <br />LO <br />v <br />N <br />00 <br />O <br />LO <br />0 <br />Cr <br />C <br />Q <br />N <br />E <br />S <br />J <br />tZ <br />E2 <br />ri <br />0 <br />pU <br />J <br />N <br />LZ <br />N <br />N <br />N <br />0 <br />0 <br />0 <br />N <br />a <br />0 <br />0 <br />%i <br />55'-10" 8'-6" <br />01 <br />_ <br />VERIFY METER <br />A LOCATION WITH T-0" <br />alp <br />S3 BUILDER <br />LAWH.B. <br />5-SH � <br />6" <br />R&S <br />- - - - - - - - - -- <br />VERIFY LOCATION <br />---------O--- <br />--- -- <br />� <br />cm <br />ELECTRICAL PANEL <br />I <br />-_ <br />` <br />@LINE <br />K <br />4 ARE <br />SUITE <br />CD <br />_ <br />AT <br />W.I.C. <br />2`6„BUILDER TO PROVIDE <br />APPLIANCE PROTECTIONOWNER'S <br />OPENING <br />■ <br />TB, <br />8'-0" CLG. <br />(CL <br />-TILECARPET <br />CLG. <br />WHEN REQUIRED PER FBC <br />CARPET <br />2 CAR GARAGE <br />IIIIIIIIIIIIIIII <br />� <br />OP <br />i <br />8 <br />T0 <br />7,8„ <br />8'-0" CLG. <br />20,a <br />,l1IIIIIIIIIIIIII <br />8 <br />%0 <br />6-31" 8i, <br />2668w <br />O <br />,fiI e 68 <br />HANSON2 <br />IiIIIIIIIIII <br />r <br />@ 36" <br />'-EDGE OF SLAB 2" <br />B EYOND WALL <br />oBOX <br />oiD <br />00 <br />A.F.F. .. <br />v <br />b> <br />c�Naq <br />DRYER VENT <br />K <br />S3 <br />u60'x36„ <br />N <br />HRU ROO <br />>SHOWER <br />I''II <br />00 <br />cD <br />(3) 2x4 #2 SPF w/ FIBERGLASS <br />o <br />"00 <br />DTT2Z@BASE ROD <br />TPo <br />cgQQWo <br />TYP @ 1 STORY <br />PT. W OPT. D <br />5'-11$" I <br />4'-0" 1 <br />I J 1r11 <br />I <br />I <br />I <br />S3 <br />1 <br />I h� ,bN <br />II <br />NOTE: FINISHED <br />WALLS TO BE <br />I <br />I <br />I <br />I <br />�'� <br />AHU <br />, <br />v 1 � i� <br />L <br />I FLUSH. VERIFY IN <br />I <br />I <br />8'-0" CLG. <br />I FIELD. <br />I <br />I <br />t° <br />c71 <br />1 <br />�ti -T,ILE <br />rG� <br />K <br />C D <br />1 <br />00 <br />1 <br />��2868 <br />S3 (3) 2x4 #2 SPF w/ <br />3 <br />1 <br />DTT2Z @ BASE <br />FAMILY RM <br />R.A.G.o <br />T <br />FO�/. <br />P R <br />r <br />O Cl) <br />N <br />2:12 VAULTED CLG. <br />r <br />1 9'4" CLG. <br />1 CARPET <br />I <br />3068 <br />I <br />r <br />I <br />; <br />9'4'cLG. <br />A <br />ENTRY <br />zo <br />1 " in <br />23'-8 <br />T-10" <br />T-8" <br />10'-10$„ <br />TILE <br />5 -6„ <br />„ „ <br />8-0 CLG. <br />- <br />I <br />I <br />HDR AT 7'-4" <br />- - - - - - - <br />1 <br />2668 T 7R&S <br />------R&S- <br />° <br />4'-0" <br />11' <br />iv <br />6-10" <br />4-78-8 <br />54 <br />r <br />14-654I T-6"8rw <br />- I <br />B.F. <br />- <br />4068 B.F. <br />;n5068 <br />1 <br />1 <br />- <br />OPT.I <br />-- <br />I <br />o <br />I <br />- <br />REF. <br />\- ---�- <br />BEDROOM <br />2 " <br />(D <br />N �� z.�°s <br />PATIO CAFE <br />_--- _ _ <br />c----��------] - <br />W �_.__, - <br />' i 1 - <br />. <br />i. <br />$'-o"cLG. <br />BEDROOM 3 <br />T J <br />I <br />PI <br />BEDROOM 4 <br />_� <br />M�0 <br />o <br />VAULT.CLG.i <br />' <br />I D.W. 00 <br />I <br />CARPET <br />8-0 CLG. <br />BATH <br />8'-0' CLG. <br />w <br />oo U) <br />in O I <br />N 3 71 <br />04 > -t L _ a <br />N > U SILK wI pISP <br />-, I <br />j <br />b°° <br />CARPET <br />I 8' 0" CLG. ` <br />I TILE <br />0 CARPET <br />C7 <br />`7 <br />_. - <br />2„ <br />- r <br />'� i' <br />21'-2' <br />2'-2„ 2, „ <br />10,�„ <br />1 U-42„ <br />2'-4 I 5' 3 <br />I <br />VAULT. CLG. ! - <br />I a <br />rP <br />/� 100 <br />■ <br />TII*E N <br />!L©rOPANTRY W <br />00 <br />fB <br />TYP @ 1 <br />/ <br />i <br />1 RANGE - <br />- • =w <br />- 8 0 <br />rn0 <br />r <br />oa <br />I <br />STORY r` <br />` <br />i <br />FIAT CLG. L6� <br />Tit F co <br />Y <br />I <br />I <br />FIBERGLASS <br />SURROUND ° <br />I <br />A <br />S3 <br />'is <br />- - - - - <br />_ _ <br />-� <br />O l <br />5-SH <br />I <br />ih <br />16" DEEP04 <br />� <br />H.B.EGRESS EGRESS <br />A <br />OS3 O <br />--- 29'-8" - - - 15'-10" 19'-6„ <br />65'-0" <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <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 />-- --- <br />FLITCH PLATE <br />H5 <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.0E Fb=2950 <br />H6 --(2) <br />- 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 />-- <br />- <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 />(Flange) <br />FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18}X25�� <br />S.H. <br />13 <br />20X38 <br />18 X37 <br />S.H. <br />14 <br />20 X 50 <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 � X 62 � - <br />S.H. <br />16 <br />20X72 <br />184X714 <br />26 X 25 4 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />S.H. <br />11-13 <br />27 1/4 X 38 J <br />26 x 374 <br />S.H. <br />1 H4 <br />27 4 X 501 <br />26 x 50 <br />S.H. <br />1 H5 <br />27 4 X 63 <br />26 X 62 112 <br />S.H. <br />11-16 <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 />37 J X 38 iJ <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 />36 4 X 62 1/2 <br />S.H. <br />26 <br />37JX72 - <br />36JX711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 J WIDE- <br />S.H. <br />32 <br />54 X 26 <br />52 4 X 25 <br />S.H. <br />33 <br />54 X 38 J <br />52 4 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 } <br />S. H. <br />- - --36 <br />54X72 <br />52JX714 <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 />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 inck minimum rigid <br />nonmetallic class 0 or class 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. Ed. 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 />O <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />Op <br />+28.3 / -37.0 <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />OG <br />SEE SN SHEET OH 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 />II IIIIIIIIIIIIIII MASONRY HGT. .: 1 <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 <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 />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />N <br />N <br />c= <br />N <br />0 C: <br />a <br />{- - w <br />See o � <br />CU <br />N O Ry <br />a, <br />•TL N <br />61 ¢ y C) <br />r <br />w o Q <br />� ro <br />C <br />m o <br />C:r <br />. <br />CY!' <br />To the best of the Engineers knowledge, information <br />and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building <br />Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing <br />pages bearing <br />Engineers signature and seal. <br />W v E <br />a o N8 <br />W .0 <br />r� <br />N CN Cl <br />.. (A M Cl <br />Q <br />� LL <br />Zm c°' <br />L @ <br />a- <br />d <br />0 <br />rR�p <br />0 <br />z NZdJ <br />LLW <br />a N <br />OU <br />� <br />W <br />o <br />❑ ❑ <br />C9 <br />N eM <br />z <br />V <br />E3 <br />to zC3 <br />Tm <br />C1Ul LL <br />'s <br />g� <br />O L.0 <br />V <br />C., <br />V) <br />w <br />® - - E <br />t 8 <br />m <br />1 <br />N Cb <br />o <br />Cl) <br />e <br />w <br />=o <br />oo <br />�n <br />z® <br />E � <br />oa <br />&a <br />Z <br />O ru <br />N <br />i <br />a i <br />ao <br />�o <br />a <br />�w <br />m0 <br />ro <br />0� <br />o� <br />z <br />N J <br />u�b <br />3z <br />1� <br />fn <br />n, <br />" <br />°o <br />z <br />a <br />W <br />a <br />U <br />aw <br />o <br />o <br />Sa <br />0 <br />o <br />a <br />°u <br />� <br />°I <br />i <br />O <br />= <br />LO <br />m <br />m <br />cc <br />� <br />N <br />: r <br />N <br />W <br />m <br />LO <br />QI <br />O N <br />o <br />r <br />CV <br />T <br />r <br />^ <br />r <br />ci <br />E <br />; N ;� <br />o <br />z <br />Z <br />E M <br />Ia <br />a <br />E <br />U 0 Q p <br />C <br />JOB <br />NO: 22-08314 <br />SCALE : AS NOTED <br />SHEET NO. <br />1 <br />