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rn <br />v <br />v <br />Cr <br />3 <br />x <br />a <br />rn <br />0 <br />C <br />0 <br />m <br />O <br />J <br />4- <br />0 <br />I <br />3 <br />Cn <br />In <br />(n <br />0 <br />a <br />J <br />to <br />I <br />N <br />L0 <br />LO <br />0 <br />Q <br />0 <br />0 <br />CA. <br />F�- <br />0 <br />0 <br />c <br />a <br />N <br />L <br />v <br />cli <br />0 <br />tom. <br />N <br />N <br />0 <br />56-10" 8'-6" <br />VERIFY METER <br />A LOCATION WITH T-0" <br />S3 BUILDER H.B. <br />�r <br />----- <br />L <br />5-SH T <br />DPr <br />R&S <br />---- ---- <br />LOCATION <br />NVERIFY <br />ELECTRICAL PANEL <br />TYP @LIN <br />K <br />N <br />' <br />OWNER'S SUITE <br />-6" <br />O.BAT <br />N <br />W.I.C. <br />I <br />OC* <br />BUILDER TO PROVIDE <br />2-6 <br />APPLIANCE PROTECTION° <br />I I I <br />I <br />GARAGE <br />OPENING <br />■ <br />TB <br />CD 8'-0" CLG. 50 <br />8-0 CLG. <br />8-0 CLG. <br />I <br />WHEN REQUIRED PER FBC <br />I I <br />I <br />CARPET <br />TILE <br />o <br />CARPET <br />I <br />2 CAR GARAGE <br />I <br />I <br />�w <br />I N <br />1T-8" <br />-10" <br />3'-0'r <br />r <br />7'-8" <br />jL <br />8'-0" CLG. 20'-0" <br />s <br />1 1 175„I <br />8 <br />A L6Ir <br />r>w <br />5._32" 82 T-10" <br />2668 <br />I <br />Cr <br />I 00 I I <br />2868 <br />HANSON <br />II <br />EDGE OF SLAB 2" <br />p I I <br />I <br />BOX @ 36" <br />I <br />EYOND WALL <br />Q <br />o <br />� <br />A.F.F. <br />_ <br />t <br />I 2 <br />io <br />it <br />60"x36" _ N <br />DRYER VENT <br />I <br />K <br />I wTHRU <br />L <br />%I <br />ROO <br />S3 <br />I >GSHOWER <br />------- <br />&S(" <br />00 S3 <br />(3) 2x4 #2 SPF w/ <br />SS <br />.- <br />I ocaao--- <br />DTT2Z @ BASE <br />D <br />r <br />TP <br />I l l l <br />TYP @ 1 STORY <br />5'-11g' I <br />4'-0" IrA <br />S3 <br />I <br />I/x U cil <br />NOTE: FINISHED I <br />i /f, j 1� 1. -� <br />V <br />IL ¢ �I <br />I WALLS TO BE I I <br />CO <br />AHU <br />LAU � <br />i <br />I FLUSH. VERIFY IN I I <br />~71 <br />CLG. <br />I I FIELD. I <br />r <br />C <br />I <br />h`1 TILE <br />ti6 <br />L ----- ----- <br />r2868 <br />K CC <br />D <br />1 <br />oo <br />I <br />S3 S3 <br />S3 <br />•- <br />r <br />= <br />(n <br />I <br />FAMILY RM <br />R.A.G. <br />q' <br />o <br />O L <br />2:12 VAULTED CLG. <br />1 9'-4" CLG. <br />(3) 2x4 #2 <br />PF w/ <br />ibyER <br />DTT2Z @ <br />ASE <br />`�o <br />CARPET <br />3068 I <br />o <br />^ <br />I I <br />ENTRY <br />= <br />23'-8" <br />3'-10" <br />T-8" <br />10'-108" in <br />TILE <br />A A <br />6 I <br />8'-0" CLG. <br />U') <br />1 <br />I <br />HDR AT 7-4" <br />I <br />I <br />I r <br />-------R&S------ �. 2668------- iba0 <br />2668 �00 R&S <br />r r - - - - - - - - - - - - <br />4'-0" <br />11'-7s' <br />6'-10" c� <br />-' -' <br />4'-7" 8'-8" N 5'-4° co <br />14'-6" <br />5.-4. N 7�_6" <br />i <br />i <br />I 5068 B.F. <br />4068 B.F. <br />OPT. I <br />I <br />b <br />I <br />I-----C---=--� <br />---- <br />REF. r- BEDROOM <br />M(D <br />2 <br />=o_ Z �, <br />N K ° <br />PATIO CAFE <br />--------- <br />r - � <br />8 -0 CLG. <br />, ' " <br />BEDROOM 3 <br />u6z <br />T J <br />BEDROOM 4 <br />_W <br />tn� A <br />M� O <br />VAULT. CLG. ��/ <br />J i D.W. I a °O <br />N Z) U <br />I CARPET <br />_ <br />I <br />8 -0' CLG. <br />BATH <br />I 8'-0" CLG. <br />~ <br />w <br />- <br />o <br />00 CARPET <br />t <br />T Q � 'L - Z' - J 1B <br />N> U <br />b`° <br />CARPET <br />I 8'-0" CLG. ;- <br />CARPET <br />Oi <br />� i <br />SINK w/DISP <br />I TILE 2" <br />i <br />21'-2"CD <br />2'-2" <br />2, 10'-4" r <br />10'-42' <br />2' 4' I <br />VAULT. CLG.. <br />�:. <br />L1 <br />I Ca TP <br />m <br />I <br />■ i I <br />TILE - <br />- <br />o6� <br />rL PANTRY a <br />inI <br />I TB <br />TYP @ 1 <br />i� <br />RANGE `� <br />8'-0" =w <br />r <br />^ <br />I <br />STORY ;: <br />36 36 <br />FLAT CLG. ,� <br />I FIBERGLASS <br />I <br />AC PAD <br />---'rl4 <br />5-SH '- <br />I SURROUND ° � <br />I "' <br />S3 <br />�� <br />.00. <br />16" DEEP <br />fl <br />11111IM111111171111111101, <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 />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 71/4" <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 } X 25 i <br />S.H. <br />13 <br />20X38J <br />184X371 <br />S.H. <br />14 <br />20X50J <br />184X50 <br />S.H. <br />15 <br />20X63 <br />18#X62J <br />S.H. <br />16 <br />20X72 <br />184X71 <br />S.H. <br />11-12 <br />271/4X26 <br />26X25 <br />S.H. <br />1H3 <br />271/4X38J <br />26x37 <br />S.H. <br />11-14 <br />274X50J <br />26x50 <br />S.H. <br />1H5 <br />274X63 <br />26X621/2 <br />S.H. <br />1H6 <br />27}X72 <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 />374X38J <br />364X37314 <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 J X 62 112 <br />S.H. <br />26 <br />37 J X 72 <br />36 J X 71 1 /2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 � WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 } X 25 4 <br />S.H. <br />33 <br />54 X 38 J <br />52 J X 37 J <br />S.H. <br />34 <br />54 X 50 1 <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 J <br />S.H. <br />36 <br />54 X 72 <br />52 J X 714 <br />S.H. <br />39X59 <br />40 X 59 <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 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 />�A <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 />O� <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />O <br />SEE SN SHEET 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 />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 />1 ST 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 CONIC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />FLOOR <br />PLAN <br />EXT FRAME 2 x 6 <br />R-1KRAFT FACED <br />ELEV-Al <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />I GARAGE SEPARATION IR-11/R-13 KRAFT FACED <br />SCALE: )/4 r=V-0" (GARAGE / LIVING) <br />_44- _ <br />Q c <br />N 0 <br />cr) <br />5�W <br />C= . CL o <br />92. <br />04 <br />_" <br />Q U <br />•® It rcd LL a- <br />N <br />p v N <br />ca <br />a) (1) <br />E <br />v� <br />U <br />V <br />3t U <br />>lz.� > <br />Airo E <br />o <br />:3 0- <br />1' <br />o'^4� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and <br />seal is only for <br />the structural engineering portions of the drawing <br />pages bearing <br />Engineers <br />signature and seal. <br />N <br />W <br />Q O N U <br />N <br />SO <br />~ <br />i! <br />� <br />J <br />fA cn <br />LL w <br />N 0 <br />Q CoJLL <br />LL <br />13 di �Mv <br />w a a <br />0- Y (D <br />Z <br />00 <br />t:°o <br />�. N C_O <br />0 <br />M Q <br />L <br />3 M <br />W rn I <br />_1 r- z <br />Z <br />co Z <br />IL <br />_w <br />00 <br />N I­_O L) ❑❑❑ <br />13 <br />Z <br />W <br />OZ <br />N m <br />o g <br />z <br />(D��� <br />Q <br />- - <br />E3 <br />N <br />M <br />U) <br />N z <br />� � o <br />CCSV w W <br />� m <br />U <br />0 w o <br />U cli <br />w � <br />_ ;_ <br />8 <br />I <br />= L <br />• <br />U O N <br />N M <br />o <br />CID <br />w <br />z <br />M <br />Q O <br />zo <br />�O � <br />z <br />Qo <br />Q <br />Z a <br />C <br />O _ <br />U <br />as <br />O U <br />� <br />Z <br />co � <br />< i <br />z <br />w z <br />n3 <br />oU <br />m <br />m <br />m <br />'aw <br />}}1 <br />~O g <br />LLLL <br />zO <br />Q U <br />a <br />8- I <br />w <br />NF <br />W <br />m <br />a <br />& <br />w <br />F <br />�0 <br />o <br />M <br />w� <br />�o <br />okoar <br />3 <br />c Q <br />= <br />No <br />G <br />> (I� <br />t ^ <br />L I <br />LO <br />cc <br />Fes- <br />00 <br />Co 0 <br />r- <br />J <br />:3 T <br />O <br />�" . <br />T <br />/^ <br />V/ m <br />� <br />QI <br />O N <br />o <br />o <br />N <br />n <br />LO <br />E <br />c00 <br />o <br />Z <br />`° <br />ZE <br />r B <br />C <br />a <br />U _ ¢ 8 <br />JOB <br />NO: 22-04746 <br />SCALE : AS NOTED <br />SHEET NO. <br />1 <br />