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CLG! <br />1 <br />CARPET <br />I <br />I <br />2:12 SLOPES <br />I <br />I <br />I <br />I <br />I <br />o <br />CEILIN <br />1 <br />1 <br />I <br />1 <br />m <br />�b� <br />' <br />I <br />I <br />I <br />- <br />CD <br />N <br />I <br />I <br />I <br />I, <br />I <br />/IL-------, <br />/ <br />/ <br />/ <br />N <br />FAMILY RM <br />/ <br />/ 15'-8$' VAULT CLG. <br />CARPET <br />I <br />oz' <br />J <br />Z <br />Co <br />04 <br />/ <br />1 <br />6i <br />U <br />O <br />25-SH <br />51 <br />U�J F11 1 77Q7 <br />F"URROUND <br />CV <br />F <br />BERGLASS <br />e iiv <br />1 P <br />C"!-I <br />[FIBERGIASS <br />-5"F3 .- L ._ <br />_- <br />-�- --8 <br />- -- UR300ND <br />1 <br />10'-4" <br />11'-O8„ <br />T�J <br />2 <br />O <br />10`b <br />- 60"x36" <br />`O <br />W <br />SHOWER <br />CLIG <br />LO <br />I-pB: }- <br />Ro <br />"'" "- <br />BEDROOM 2 <br />co <br />00 <br />BEDROOM <br />3 <br />"- <br />16'"DEEP <br />00 <br />--- <br />8'-0" CLG. <br />N I <br />o <br />8'-0" CLG. <br />I <br />CARPET <br />3'-32' <br />8'-2" I <br />ro <br />8--0" CARPET <br />2'-4," <br />4'-2" <br />3, 74„ <br />8,_8i" <br />�sr Ca <br />2668 <br />2668 <br />W " I ' I <br />AHU <br />$' 0" CLG. j <br />4068 B.F. <br />O <br />4068 B.F. <br />CARPET I <br />- - - - - - - - - - - <br />�S <br />___ <br />-- - <br />o_ <br />_- <br />W <br />Z <br />w <br />Z <br />_ R&S T' <br />----- ------ <br />-- <br />R&S <br />R&S <br />-_f=-_-_-_ <br />H AT T-4' <br />(3) 2x4 #2 SPF <br />FO ER <br />--TILE <br />I I <br />w/ DTT2Z <br />Il <br />8'-3" <br />6-101" <br />6-8„ <br />9'-6" CLG. <br />Tj�'I <br />01 <br />O <br />A <br />'3 TYP @ 1 STORY <br />F.F <br />LU N <br />8'-0" CLG. <br />EN <br />w <br />VJw <br />5-SH r- <br />16" DEEP <br />BUILDER TO PROVIDE <br />co APPLIANCE <br />W H N PROTECTION WHEN <br />6 wDOREQUIRED PER FBC <br />L <br />2� _ �U) <br />N�l fn I <br />^,n x/�U) <br />1 11 <br />K 1 11 <br />S3 1 11 <br />20'- <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />DRYER VENT <br />THRU WALL 2 CAR GARAGE <br />W 8'-0" CLG. <br />20'-7R" <br />--Q <br />:NTRY <br />8'-0" CLG. <br />TYP <br />I I @ GARAGE <br />I I I I OPENING <br />I I I K <br />I I I S4 <br />1- - - - - - - - - - - <br />L <br />I <br />H.B. <br />4'-10" <br />-01, <br />A <br />S3 0° <br />TYP @ 1 STORY <br />24"x24" CMU BASE <br />COLUMN w/ (4) #5 <br />VERTICALS <br />GROUT SOLID <br />(SEE ELEV. FOR <br />HEIGHT) <br />4x4 P.T. #2 SYP <br />POST TO SIT <br />DIRECTLY IN <br />CENTER W/ <br />SIMPSON ABU44 <br />(2 TYP.) <br />CV <br />v <br />CV <br />CD <br />V <br />0 <br />iD <br />ao <br />0 <br />N <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 />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 />20X26 <br />18JX254 <br />S.H. <br />13 <br />20X38J <br />184X37J <br />S.H. <br />14 <br />20 X 50 J <br />18 J X 50 <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 />18 4 X 71 J <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 4 <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 1 X 501 <br />26 x 50 <br />S.H. <br />11-15 <br />271X63 <br />26X621/2 <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 25 112 <br />S.H. <br />23 <br />37 J X 38 i <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 X 50 <br />36 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 } 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 />73 } WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 4 <br />S.H. <br />33 <br />54 X 38 J <br />52 } X 37 1 <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 />52 } X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 J X 71 <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 Table 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 />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 />OA <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 />OE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />O <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 />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 11131" (TRB) <br />1ST FLOOR LIVING AREA 1555 <br />LIVING TOTAL 1555 <br />GARAGE 408 <br />FRONT ENTRY 42 <br />TOTAL AREA 2005 <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONIC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />FLOOR PLAN - ELEV-Bl EXT FRAME 2 x R-1KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />SCALE: %4"=1-O�� (GARAGE / LIVING) <br />0 <br />N <br />N <br />N <br />M <br />o <br />{{ <br />y1] S ii d �f1<fi% <br />50 <br />b <br />Ca_ a <br />J. <br />• � 1 W <br />r. ': � � ' ' � <br />.... �; .ter <br />"�€eiF2€4iS=y <br />To the best of the Engineers 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 7th Edition. 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