Laserfiche WebLink
C <br />c <br />TYP @ 1 STORY <br />A <br />S3 <br />H.B.+ <br />1 <br />11 <br />■■�hT�:�_ <br />1. <br />,■■� <br />I-DRYER1 VENT <br />I i <br />y <br />. <br />I • :• <br />O <br />CARPET <br />� <br />OPT. <br />to <br />L.j <br />EDGE OF SLAB 2" 11;2 <br />- <br />.. � <br />• ■ WALL • <br />■■■����� <br />I <br />1 1 • <br />n <br />■���' <br />io <br />PILASTER W1 (4) <br />#5 VERTICALS. <br />GROUT SOLID. <br />(SEE ELEV. FOR <br />HEIGHT <br />CEILING <br />TO SIT DIRECTLY <br />• 1 • <br />• •PROVIDE m S3 TWO) <br />PATIO <br />PROTECTION WHEN G.T. <br />REQUIRED PER FBC <br />.wwwwwwwwwwwwwwwwwwr>:�wwwwwwwwwwwwwwwwwc - <br />©CAF <br />© <br />. <br />MENCARPET <br />It <br />6" <br />� <br />(O <br />STUDS•-/FOYER■�' <br />9'-6:LG <br />H AT 7-4- EN!njj <br />- <br />i■.:: <br />w <br />TYP @ STORY <br />,wwwwwwwwwwwr <br />Ain <br />(4) 2x4 #2 SYP STUDS- <br />. <br />- <br />4068 11,F* 4068 B. F. TYP @ 1 STORY <br />- <br />I <br />CARPET <br />0- <br />'- _ -OP <br />r•lift <br />= <br />1 (i 1 <br />�, <br />• <br />. . • A <br />= <br />_ <br />CARPET <br />1 <br />'.. - <br />01� i, �ja �CARPET <br />LI <br />� <br />1.: <br />MSh <br />FRI01 <br />.1 <br />�\�■����� <br />n <br />• 1��/--�� <br />ill <br />o <br />• <br />- <br />- <br />BERGLASS- <br />_URROUND' <br />u - <br />H.B+ <br />TYP @ 1 STORY <br />A <br />S3 <br />25-SH <br />O <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=2600 PSI <br />H6 <br />(2) -1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2600 PSI <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2600 PSI <br />H8 <br />(2) -1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2600 PSI <br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <br />R.A.G. FLITCH PLATE 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 4 X 25 4 <br />S.H. <br />13 <br />20X38j <br />18JX371 <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />18�X62� <br />S.H. <br />16 <br />20 X 72 <br />18 4 X 714 <br />S.H. <br />1H2 <br />271/4X26 <br />26X25� <br />S.H. <br />11-13 <br />271/4X38j <br />26x371 <br />S.H. <br />1 H4 <br />27 4 X 50 j <br />26 x 50 <br />S.H. <br />11­15 <br />27 X63 <br />26X621/2 <br />S.H. <br />11-16 <br />27 X72 <br />26X711/2 <br />S.H. <br />22 <br />37 X26 <br />364X251/2 <br />S.H. <br />23 <br />37 j X 38 j <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 j <br />36 } X 50 <br />S.H. <br />25 <br />37jX63 <br />364X621/2 <br />S.H. <br />26 <br />37 j X 72 <br />36 4 X 71 1/2 <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 j X 25 4 <br />S.H. <br />33 <br />54 X 38 j <br />52 } X 37 j <br />S.H. <br />34 <br />54 X 50 j <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 />524 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 />FIRST FLOOR PLAN -B <br />SCALE: Y4"=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. Openings from a private garage <br />directly into a room used for sleeping purposes shall not be <br />permitted. Door between garage and residence shall be equipped <br />with solid doors not less than 1 3/8" in thickness, solid or <br />honeycomb -core steel doors not less than 1 3/8" thick, or <br />20-minute fire -rated doors. <br />R302.5.2 Duct Penetration. Ducts in the garage and ducts <br />penetrating the walls or ceilings separating the dwelling from the <br />garage shall be constructed of a minimum No. 26 gage (0.48 mm) <br />sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl <br />duct board, or other approved material and shall have no openings <br />into the garage. <br />R302.5.3 Other Penetrations. Penetrations through the separation <br />required in Section R302.6 shall be protected as required by <br />section R302.11, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated from the dwelling as per the <br />following: <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, Section R4501.17.1.9 <br />All doors and windows providing direct access from the home to <br />the pool shall be equipped with an exit alarm complying with UL <br />2017 that has a minimum sound pressure rating of 85 db at 10 <br />feet. Any deactivation switch shall be located at least 54 inches <br />above the threshold of the access. Separate alarms are not <br />required for each door or window if sensors wired to a central <br />alarm sound when contact is broken at any opening. <br />M1507.2 Recirculation of Air. <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />recirculated within a residence or to another dwelling unit and shall <br />be exhausted directly to the outdoors. Exhaust air from bathrooms <br />and toilet rooms shall not discharge into an attic, crawl space or <br />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 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />�D <br />+28.3 / -36.4 <br />DE <br />+26.6 / -28.0 <br />O <br />+26.6 / -32.2 <br />OG <br />SEE SN SHEET HC� 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 +34.0 / -44.8 <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 1'131" <br />1ST FLOOR LIVING AREA 1555 <br />LIVING TOTAL 1555 <br />GARAGE <br />FRONT ENTRY <br />TOTAL AREA <br />408 <br />42 <br />2005 1 <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 />0 <br />0 <br />0 U <br />Cl) <br />z <br />z <br />Q <br />0 <br />rz C <br />tN z <br />a) (D E: <br />Cz <br />L.Li <br />U � <br />- <br />OLU <br />N c <br />o <br />U m <br />A <br />o <br />'® W <br />= <br />= <br />s■ <br />N N <br />a <br />z <br />w <br />LL <br />0 a <br />OZCk I <br />ED §!2- &16, <br />XA0_0 <br />0 <br />9 wzl <br />�•� p Q• <br />a. <br />Z <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 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />CO <br />co <br />O <br />w <br />ZZ <br />; E <br />za <br />W. <br />o <br />ym <br />Div <br />zo <br />Q <br />o <br />i= U <br />N <br />�rO <br />0 <br />o8� <br />SO <br />�d <br />Z <br />N � <br />i <br />a <br />�o <br />Sao <br />Ww <br />4? <br />ro <br />U) C <br />�x <br />00 <br />z M <br />z <br />NN <br />y J <br />a <br />w <br />aw <br />g 0 <br />0 <br />a <br />W <br />Q <br />LL <br />�o <br />N W <br />=g <br />o <br />¢ <br />'_ <br />ZZ <br />$3 <br />c <br />yM <br />L <br />.> <br />i- <br />00 <br />0 ) <br />, a <br />> <br />N <br />O <br />C U <br />0.. <br />m <br />I� <br />� <br />TTM <br />r70 <br />L <br />c <br />o <br />� <br />_ <br />, <br />. rTi <br />'It N00 <br />T <br />ai <br />M `- <br />r CM (` <br />o <br />M <br />N a n <br />E O 0)) <br />2 <br />c <br />c <br />a <br />U a cc <br />a <br />JOB <br />NO: 19-5340 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.0 <br />