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C11 <br />-3-- <br />C! <br />LO <br />Cr <br />C14 <br />CD <br />L0 <br />2 <br />C14 <br />LO <br />L0 <br />ID <br />=3 <br />0- <br />co <br />3:� <br />0 <br />C'4 <br />CD <br />ILD <br />C) <br />to <br />C <br />L0 <br />LO <br />CD <br />1.0 <br />L0 <br />V) <br />C14 <br />CD <br />0 <br />E <br />V <br />F_ <br />r <br />J) <br />W <br />E <br />0 <br />0 <br />tP <br />W <br />LZ <br />CD <br />C�4 <br />C14 <br />C) <br />C14 <br />LC3 <br />45 <br />z <br />29'-8" <br />IN <br />0 <br />25-SH <br />EGRESS <br />A <br />U 0 <br />-0 <br />H <br />5-SH <br />1714 <br />16"DJSEEP <br />36 <br />36 <br />Y <br />PANTRY <br />Lu <br />Lu <br />=Lu <br />60 <br />RANGE <br />r CL <br />FLAT CLG. <br />u�= <br />TILE <br />KITCHEN <br />00 <br />21'-2" VAI 11 �T ICI G <br />L <br />2'-2` <br />10'-4" <br />b <br />TIL E <br />W SINK w/ DISP <br />o? <br />10 <br />00 <br />(0 <br />CAFE. <br />I- <br />_J <br />C14 D d <br />, F- - - <br />I D,W I <br />< <br />. <br />BEDROOM <br />2 <br />VAULT. CLG <br />6� > <br />PATIO <br />CARPET <br />A <br />SO, <br />E - - - - - - - - - - <br />- <br />8'-0" CLG. <br />OPT <br />)PT. <br />CARPET <br />REF <br />IEF <br />5 168 B.F. <br />0 <br />4--0" <br />8 <br />6--10" <br />4'-7" <br />8'-8" <br />64" <br />�2668 <br />. . . . <br />- - - - <br />. <br />- - - - - - - - - - <br />R&S <br />01 <br />23'-8" <br />T-10" <br />T-8" <br />2:12 VAULTED CLG. <br />M <br />0 19 <br />(0 <br />'FAMILY RM <br />m <br />I <br />9'-4" CLG. <br />R.A.G. <br />OF <br />- <br />I <br />I CARPET <br />81L== <br />38 <br />\,,!3� <br />TYP @ 1 STORY <br />5--1 15' <br />8 <br />4-_0" 1 01 <br />(3) 2x4 #2 SPF w/ <br />DTT2Z @ BASE <br />U w 17'-8" <br />A <br />0? <br />W <br />OWNER'S SUITE <br />8'-0" CLG. <br />CARPET <br />A <br />S3 <br />AHU <br />A_UNi <br />8'-0" CLG. <br />CD <br />TILE: <br />P <br />0 T. D <br />FO r7T <br />It <br />TP <br />Tg-ERGLASS <br />C,5100 <br />SURROUND <br />4 <br />'60"x36" <br />HANSON <br />SHOWER <br />00 <br />to <br />)3 <br />BOX @ <br />A. F.F. <br />C? <br />DRYER VENT <br />2868 <br />5'- 3,45 <br />81;' <br />2, <br />T10" i <br />THRU ROOF <br />/6-10" <br />3--0` <br />T-811 <br />z <br />O.�- BATH <br />W. 1. C. <br />C.0 <br />TB 50 <br />8. -011! I <br />CLG. <br />r&-O" CLG. <br />TILE <br />00 <br />CARPET <br />C <br />to <br />N <br />LINE__1 <br />- - - - - - - - - - - - <br />R R&S <br />5-SH <br />61, DP"�� <br />5 <br />15-10" <br />(D <br />25-SH <br />EGRESS <br />19, <br />;T <br />I <br />FIBERGLASS Ce) <br />SURROUND <br />F <br />cn <br />00 <br />TB <br />10-41 <br />2 <br />2'-4 <br />06 <br />7 <br />tP 5._ <br />d <br />011 <br />2" <br />BEDROOM 3 <br />BATH- CD <br />8'-0" CLG. <br />CARPET <br />8'- 0" CLG. <br />TILE , <br />BEDR <br />81-01, CLG. <br />CAfPET <br />o <br />LU <br />Z! <br />6, �0 <br />14--6" <br />H DR AT T-4" <br />1 0,_ 1031. <br />8 <br />5--6" <br />co <br />h /I <br />I I k/) I <br />�3 u/ Lu I <br />-X%p ol <br />;TV L) <br />SD3 <br />,--EDGE OF SLAB 2" <br />BEYOND WALL <br />(3) 2x4 #2 SPF w/ <br />DTT2Z @ BASE - <br />8'-0" CLG. <br />BUILDER TO PROVIDE <br />6" <br />APPLIANCE PROTECTION <br />WHEN REQUIRED PER FBC <br />07 <br />= VERIFY LOCATION <br />'�' <br />L CTRICAL PANEL <br />' E E <br />VERIF� METER <br />LOCATION WITH <br />BUILDER <br />M <br />4068 B.F. =F1, <br />J, <br />-'-'z " �17- 6 <br />::.ENTRY <br />min 8'-0" CLG. <br />U S T. <br />NOTE: FINISHED <br />4 <br />WALLS TOD BE <br />FLUSH. VERIFY IN\ <br />FIELD. <br />0 <br />0 <br />LU <br />W <br />0 <br />1 <br />9 TYP @ <br />KGARAGE <br />S <br />S4 OPENING <br />L- - - - - - - - - - - - -- <br />- H.B3'-O" <br />V_4" <br />15-0" 3" <br />1 -7" 7'-7" <br />f A <br />I( �S3 <br />TYP @ 1 LEO <br />STORY <br />(1) <br />6cr <br />T_,0 (D <br />(OW <br />C00 <br />W <br />L? <br />F�_ <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />- 2XIS #2 SYP W/ 1/2" <br /><@>(2) <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br /><@>(2) <br />- 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X 12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.OE Fb=2950 <br /><@(2) <br />> <br />- 1 3/4" X 9 1/4" <br />LVL 2.OE Fb=2950 <br />(2) - 1 3/4" X 16" <br />LVL 2.OE Fb=2950 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.OE 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 />I <br />Straps are Required <br />VERIFY W1 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 />18JX 25 4 <br />S.H. <br />13 <br />20 X 38 J <br />187'X37i <br />S.H. <br />14 <br />20 X 50 J <br />18JX50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 4 <br />S.H. <br />16 <br />20 X 72 <br />18JX714 <br />S.H. <br />11-12 <br />27 1/4 X 26 <br />26 X 251 <br />S.H. <br />11­13 <br />27 1/4 X 38 <br />26 x 37 1 <br />S.H. <br />11-14 <br />27JX50i <br />26 x 50 <br />S.H. <br />11-15 <br />27 JX 63 <br />26 X 62 1/2 <br />S.H. <br />11-16 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37JX26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37JX38i <br />364X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 '2' X 50 <br />S.H. <br />25 <br />37JX63 <br />36 1 X 62 1/2 <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 />73JWIDE <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 'X 37 <br />S.H. <br />34 <br />54 X 50 J <br />52 71 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 71 X 62 4 <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 />79X59 <br />N/A <br />S.H. <br />z <br />19 TIE WALLS TOGETHER BY ROTATING <br />7 BLOCKS EVERY OTHER COURSE <br />L? <br />General Notes <br />R302.5 Dwelling/Garage Open i ng/ 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 R302.1 1, 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. Bid. 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 />M 1507.2 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 f1r. 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 />' �O <br />+29.7 / -39.7 <br />+28.3 -30.8 <br />+28.3 / -37.0 <br />+26.6 -29.1 <br />+26.6 / -33.5 <br />I <br />SEE SIN SHEE SIN SHEET <br />4t*'_H� 6SEE <br />140MPH <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 />WALLLEGEND <br />11 1 77M MASONRY HGT. @ 8'-0" 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 11B1 11 <br />1ST FLOOR LIVING AREA <br />LIVING TOTAL <br />GARAGE <br />ENTRY <br />TOTALAREA <br />PATIO <br />1936 <br />1936 <br />416 <br />24 <br />2376 <br />23 <br />INSULATION REQ. <br />LOCATION R-VALUE /TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXTFRAME2x4 R-1 1 /R-1 3 KRAFT FACED <br />EXT FRAME 2 x 6 R-1 9 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />FLOOR PLAN - ELEV-B1 (INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />SCALE: Y4"=1'-0" (GARAGE / LIVING) I <br />;2t. WJ <br />C2 <br />cc C-3 <br />=CIA <br />C-4 <br />to C= cc <br />IS <br />ca C2 <br />CP <br />% <br />cc: <br />E <br />0 <br />CD <br />0 ", . <br />V <br />< <br />0 <br />LJ <br />4"') <br />57 <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />1 WN - V) <br />, . <br />W <br />Am Aft 11- <br />E <br />0- C-, 00 <br />0 <br />�2 <br />x&, <br />N C) <br />_J Lu <br />co u_ IL <br />_J - <br />-0 <br />K0 <br />lg�, <br />114`1 <br />3 <br />= C', <br />M C Cl) <br />_r_ CU <br />W <br />W <br />C <br />IN <br />- <br />W <br />0 X <br />(1) 0 <br />z <br />IL <br />M <br />co 0 <br />LO < <br />z <br />C, <br />< 0 <br />d <br />0 J) <br />­; �-, .) <br />51 . . . . . . . . . . . . W <br />E] 0 <br />< <br />U) <br />V) <br />0 <br />4-1 <br />.0- <br />0 <br />LU <br />C-) <br />LLI <br />F- E <br />0 <br />r:2 J) <br />< <br />c=. <br />co <br />53 <br />z <br />z< <br />U_ <br />E <br />z< <br />E 0 <br />o <br />z� <br />@ <br />M <br />U 0 <br />E.' E <br />0 <br />0 < <br />z <br />.0 <br />Z <br />z <br />< z <br />ol <br />z <br />W <br />C) <br />z <br />< 0 <br />z <br />` <br />10. <br />0 <br />-0 <br />LO <br />LO <br />ca <br />0 <br />CL <br />C0 <br />C:) <br />:3 L0 <br />CL <br />LO <br />CT C:) <br />0 <br />0 <br />CN <br />LO <br />0 <br />< <br />0 <br />0 <br />co C-4 <br />CD <br />LO <br />L0 <br />E <br />CD <br />6 <br />z <br />E 11=11 <br />ca <br />C: <br />CIO <br />a. <br />E <br />0 <br />0 <br />CIO <br />_J <br />JOB <br />NO: <br />23-06129 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />- - - - - - I I I T., . . --7- 1 , 51,1 � 1, L I , i . , �, I], I It 11 1 1 . - I - I <br />1 11- __ 1 1. <br />