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0 <br />0 <br />v <br />TYP @ 2 STORY <br />J <br />S6 <br />H.B.t <br />1 <br />(3) 2X4 #2 SPF W/ (3)16d g <br />TOENAILS @ BASE <br />= <br />I <br />I <br />IS-3 I <br />0 <br />AC PAD AC PAD <br />UP <br />16R I <br />1 <br />I <br />I <br />I <br />I I lI <br />6 7 9 <br />Cl) <br />S6 <br />TYP @ 2 STORY <br />2 <br />1 <br />3 <br />I I <br />5 <br />00 <br />FLOOR G.T. <br />10 <br />I <br />14 <br />o 11 <br />12 <br />-- - <br />FAMILY ROOM <br />42"SL <br />HALF <br />(3) 2X4 <br />I <br />x <br />coO <br />°' <br />oQ <br />N <br />8'-8" FLAT CLG. `� <br />W/ (3) <br />TOENA <br />Tt E <br />1 <br />8'-8' FILAT G. <br />CARPET ^BASE <br />FLEX <br />OA <br />G <br />S3(D <br />00 <br />FL 0 G. <br />4 <br />8'-8" FLAT CLFJ G. <br />CARPET <br />4,��, <br />PLUMBING LINE -0" <br />N <br />TO SECOND <br />(2) #5'S <br />60 <br />X <br />5-SH <br />FLOOR <br />T <br />1 DEER <br />_ <br />T <br />----_-_-_-_-_-_-- <br />b <br />" <br />20686.F. <br />' <br />3'-8" 3'-8" <br />3'-6" <br />---HDRAT7-4"- - - - - - - <br />6'-0" - NTR)� <br />`Q <br />8'-8' LAT CIL <br />J YL_AKFo <br />S6 <br />01 C.9I <br />FOYER <br />0 <br />TYP @ 2 STORY <br />(3) 2X4 #2 SPF W/ <br />(3)16d TOENAILS @ <br />BASE <br />LO •- <br />= C�7 <br />o to <br />E DINING ROOM <br />PATIO 8'-8" FLAT CLG. <br />OI 0 OI <br />OJ u_ <br />W.H. <br />(3) 2X4 #2 SPF W/ <br />N (3)16d TOENAILS <br />0 @ BASE <br />BUILDER TO PROVIDEco If <br />2'-6' APPLIANCE PROTECTION <br />WHEN REQUIRED PER FBC <br />8'-8" FLAT CLG. <br />TILE <br />3068 I <br />I <br />------- <br />cv <br />2 #5'S <br />( ) <br />q <br />(3) 2X4 #2 SPF W/ <br />CC (3)16d TOENAILS <br />S3 @BASE <br />- - - - - <br />I D I <br />I S3 I <br />I I <br />4'-0" <br />'-0" <br />N <br />N <br />_ <br />I <br />I <br />I <br />r <br />T <br />CARPET <br />2 CAR GARAGE <br />8'-8" FLAT CLG. AFF <br />IL <br />I I <br />I <br />4'-0' 6-2" 6-6" <br />4'-10" 20'-6" <br />I I <br />I <br />0 <br />zo <br />00 <br />EDGE OF SLAB 2"", <br />BEYOND WALL <br />it <br />CC <br />S3 <br />2x6 WALLz4 <br />D <br />S3 <br />I I I o 1 <br />I I I¢ 1 <br />I I l w l <br />I H I I= I <br />I O I I j 1 <br />I I I O I <br />I I I O 1> <br />co m <br />I I I � 1¢ <br />I I I Icc <br />o <br />I I I I <br />I I I I <br />I 11 10 <br />LL----- ----------- <br />I <br />N <br />r <br />S I <br />I I I <br />L I 0 1 <br />I <br />n n <br />L----------- ] <br />a 3 36 7 <br />r <br />� <br />O N <br />3 <br />KITCHEN <br />8 <br />-8 FLAT CLG. <br />TILE <br />" <br />H1 <br />281 8 <br />B.F. <br />PL <br />ANTRY <br />' <br />sc <br />--- <br />.j2668 <br />OPT. <br />----Q <br />- <br />_ <br />- <br />N <br />16"DEEP <br />5-SH <br />N <br />I <br />J H.B.T <br />S6 TYP @ 2 STORY <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 />(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 />e <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 J X 25 j <br />S.H. <br />13 <br />20 X 38 j <br />18 J X 371 <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />18JX62J <br />S.H. <br />16 <br />20 X 72 <br />18 j X 71 } <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 j <br />S.H. <br />1H3 <br />271/4X38j <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 501 <br />26 x 50 <br />S.H. <br />1 H5 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />1H6 <br />27jX72 <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 />37 J X 38 i <br />36 } X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 1 <br />36 j X 50 <br />S.H. <br />25 <br />37 j X 63 <br />36 j 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 j WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 } X 25 } <br />S.H. <br />33 <br />54 X 38 j <br />52 } X 37 j <br />S.H. <br />34 <br />54 X 501 <br />52 j 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 />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 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 />AA <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 />DE <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />G <br />SEE SN SHEET HO 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 1 <br />+34.0 / -44.8 <br />WALL LEGEND <br />IIIIIIIIIIIIII�� <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 1113111 <br />FIRST FLOOR LIVING 1093 <br />AREA <br />SECOND FLOOR LIVING 1489 <br />AREA <br />LIVING TOTAL 2582 <br />GARAGE 427 <br />FRONT ENTRY 35 <br />TOTAL AREA 3044 <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PFRM <br />tX I FRAME 1 X 4 <br />R-11/R-13 KRAFT FACED <br />FIRST <br />FLOOR <br />PLAN - <br />B 1 <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 />I GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />SCALE: Y4"=1'-0" (GARAGE/LIVING) <br />y <br />ow <br />N <br />/ <br />Q' r���SE �••' <br />•` <br />d <br />y �.r <br />G cw <br />� <br />FL <br />f •-......•• P <br />OF <br />E S <br />p <br />\``N� <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 <br />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 />Q <br />E <br />O 8 <br />V <br />L <br />_N <br />M N � N u- LL <br />� 0)# m LL <br />O <br />W <br />(D C1 J W <br />'5 LL �- r_ LL Wa °- <br />a <br />3� <br />,b M 3 W rn o: <br />j�ri: awa 1LzuY <br />Z <br />0Xco <br />W <br />CM <br />10 <br />mEPC'-P Q� <br />W <br />� 5)rn p a¢o <br />Na nza°IL <br />W <br />y N M <br />z � g <br />a <br />J co <br />fl N <br />N <br />M <br />W <br />� o <br />o <br />O_LU <br />.TM <br />LA <br />= E <br />U 0° <br />w <br />�- E <br />o g <br />x � <br />S� <br />� <br />W <br />M <br />J <br />E <br />O <br />w� <br />Z <br />Q <br />yN <br />� <br />E V <br />N <br />F. n7 <br />�� <br />U <br />xU <br />wa <br />x <br />UO <br />20 <br />Z <br />0 <br />��z <br /><Z <br />0L4 <br />W <br />�L4 <br />ry <br />U5 C <br />o� <br />iii o <br />o <br />z� <br />J <br />�b <br />gN <br />3 <br />° <br />az <br />niw <br />W <br />V <br />IIIIIIIIII' <br />00 <br />Z <br />< <br />� w <br />H <br />�O <br />0_ <br />1 <br />J <br />�N <br />> U-) <br />iu <br />CD <br />� <br />N <br />.> <br />r <br />> <br />^ <br />O <br />C 0 <br />0 <br />O <br />O <br />_j ON'r- <br />T N <br />T <br />E <br />E co <br />M N <br />c <br />z <br />M <br />E Q <br />6 '- <br />a. <br />E <br />U J <br />a; <br />Q 0 <br />J <br />JOB <br />NO: <br />20-0566 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.0 <br />