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0 <br />A <br />O <br />35-SH <br />w ( <br />\\\ 04 NU70 -0 TZE1 v I <br />\\ 30'-0" C14 N 4-141. �13111 7 B 04 <br />CAFE 068 <br />ENTRY <br />8'-0" FLAT CLG. <br />15'-0" <br />4 FAMILY ROOM VAULT. CLG. - <br />\\ VAULT. CLG. CARPET <br />\ I CARPET I I <br />7 ni <br />PATIO O ^I� <br />-- <br />n- n I <br />co--------------------------------------------- <br />00 <br />I I <br />cD /� p <br />in`� 868 I -J _U l!J <br />-4 I��I <br />2:12EI LING =4 j I� lal I <br />- I <br />A fn <br />N <br />TYP @ 1 STORY <br />A <br />S3 <br />II 11 I I I <br />io L_ -v .j <br />ITI <br />9'-01, 3' 8" 2'-8" 4'-3" 6-10" T-7" I <br />I OPT. D PT. 20'-9" I <br />5'-0" 1'-78" G DR ER VENT liall <br />S3 TH RU ROOF I HANSON BOX @ I <br />H 17, 36" A.F.F. r „� <br />I = rl <br />I 00 I I I- _ EDGE OF SLAB 2" °' I <br />I� l_______ _____ __J o o FIBERGLASS <br />N I� Lu L V) SURROUND I BEYOND WALL I <br />(4) 2x4 #2 SYP lox I D.W. I O O T <br />STUDS W/ USP G ❑❑ ; K 2-CAR GARAGE <br />F- <br />HTT4 BASE ~ - - - 3 S3 8'-0" FLAT CLG. I C7 <br />• S3 a s+ <br />�°6.. 2ll I. I9' �" N I -58" 5, 34,. <br />OWNER'S <br />I <br />SUITE NTI� ' ' " <br />a P TIE ILE8'-0" FLAT CLG. W <br />CARPET rno �) RA G w 9 S3 L - - - - - - - - - <br />0 <br />5-SH c' 00 <br />_ CARPET <br />60" X 36" R&S 9'-4" FLAT CLG. <br />SHOWER- - - - - - - - - - - - <br />FIBERGLASS <br />8 34 �' 3 8$ .HALL <br />I [Inm/ [ IAIM <br />fn <br />= W <br />Cn <br />O N W <br />ib <br />2668 <br />2668 8'-0" I o0 <br />iv <br />4'-1" 1' 3" <br />O <br />4068 B.F. <br />EEO <br />A <br />4068 B.F. <br />e " <br />N <br />� <br />04 <br />4-SH <br />2' 4" <br />�-3z11'-4" <br />N <br />11'-101, <br />43'-0-, <br />g.-84„ <br />S' <br />BEDROOM 4 <br />m <br />- <br />IL <br />8'-0" FLAT CLG. <br />W O <br />BA H <br />I <br />CARPET I <br />w M <br />TB <br />`e <br />0 <br />� <br />BEDROOM 2 <br />�;00 to I <br />BEDROOM 3 <br />O <br />8'-0" FLAT CLG. <br />CARPET <br />I <br />I <br />I <br />8'-0" FLAT CLG. <br />CARPET <br />T <br />EGRESS <br />I <br />EGRESS I <br />I <br />25-SH <br />25-SH <br />A O <br />O <br />S3 <br />30'-10" <br />T-10" <br />20'-8" <br />0 <br />0 <br />�0 N <br />In <br />00 <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 />Flan <br />(Flange) g) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18jX25 <br />S.H. <br />13 <br />20 X 38 j <br />18 J X 371 <br />S.H. <br />14 <br />20 X 50 j <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 621 <br />S.H. <br />16 <br />20X72 <br />184X71 <br />S.H. <br />11-12 <br />271/4X26 <br />26X25} <br />S.H. <br />1 H3 <br />27 1/4 X 38 j <br />26 x 371 <br />S.H. <br />11-14 <br />274X501 <br />26x50 <br />S.H. <br />11-15 <br />274X63 <br />26X621/2 <br />S.H. <br />1 H6 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 j X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37 X 38 <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 X 50 <br />36 j X 50 <br />S.H. <br />25 <br />37 X 63 <br />36 4 X 62 1/2 <br />S.H. <br />26 <br />37 X 72 <br />36 j 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 4 X 25 <br />S.H. <br />33 <br />54 X 38 <br />52 4 X 37 <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 4 <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 714 <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. 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 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 />DA <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />O <br />+26.6 / -32.2 <br />GO <br />SEE SN SHEET OH SEE SIN 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 />MASONRY HGT. @ 9'-4" A.F.F. <br />TYP. 2x FRAME WALL <br />INTERIOR 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 <br />1ST FLOOR LIVING AREA 1817 <br />LIVING TOTAL 1817 <br />GARAGE 427 <br />FRONT ENTRY 32 <br />TOTAL AREA 2276 <br />INSULATION REQ. <br />LOCATION <br />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 />FIRST <br />FLOOR PLAN - B <br />EXT FRAME 2 x 6 <br />R-1KRAFT FACED <br />R-30 BLOWN -IN <br />CONDITIONED CEILING <br />(INSTALL BAFFELS AT EAVE) <br />SCALE: %4"=1'-0" <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />j <br />i' <br />1 <br />/ <br />_� rl <br />C _ <br />-- <br />M <br />� <br />M pq <br />z N t0 <br />- <br />z <br />QJ M <br />d N <br />E3 <br />_ M <br />WtA z o <br />Ui Y <br />(� w a <br />o a <br />w � <br />N E <br />�N $ <br />o <br />LL, <br />3- �- m E <br />= O <br />U 'o <br />• <br />N <br />N 2Z�. <br />tu <br />• ° <br />LU A JNLL <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />o <br />M <br />w <br />w <br />Z <br />M <br />� � <br />Q <br />LL- <br />E <br />wo <br />�z <br />�� <br />�m <br />Q� <br />Z® <br />H ru <br />o E <br />�� <br />p`°� <br />dz <br />oco <br />D() <br />i <br />Z <br />CV rU <br />t <br />wo <br />z <br />ox <br />U <br />0 <br />�m <br />°� <br />0 <br />>z <br />Z <br />cn J <br />N <br />3 <br />Fm <br />�Z <br />° <br />W <br />v <br />Q <br />S< <br />LLa <br />wz, <br />vi <br />o <br />tiLL <br />i3 <br />v <br />a <br />0 <br />2 O <br />y <br />,! <br />N <br />LL <br />N <br />O <br />m > <br />r--. <br />0 <br />'Ri- <br />c <br />-Q o <br />CM <br />.� j � <br />CD <br />I N rn 0 <br />r <br />ai <br />w00 M N <br />o <br />M <br />z <br />N <br />E O <br />0 <br />U _j Q O <br />JOB <br />NO: 19-5338 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.0 <br />