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9 <br />0 <br />It <br />A H.B.S3 O <br />T ) TYP @ 1 STORY 25-SH <br />AC PAD <br />BERGLASS • <br />� <br />0 P URROUND N <br />in <br />IBERGLAS <br />- <br />15'-Oq" <br />_ 1., <br />U RR OQU N 1.. <br />3'-D 10'.4" - <br />10'-5" <br />50 <br />2 <br />O <br />_M <br />6 <br />60"x36" <br />LO <br />A riA. _� <br />Al <br />� N r <br />OWNER'S <br />TILE <br />� <br />SHOWER <br />LO LO <br />BEDROOM 3 TL <br />BEDROOM 2 <br />A O <br />N <br />LIN N. <br />DEEP <br />^,N <br />SUITE <br />16" <br />C <br />I <br />I <br />8'-0" CLG. <br />8'-0" CLG. <br />8'-0" CLG. <br />j _ <br />CARPET I <br />CARPET <br />CARPET <br />8 _ <br />CD <br />I <br />8,_0„ 2,�„ 4, 2„ 3, <br />8'-04„ <br />3'-3z' <br />A <br />I (4) 2x4 #2 SYP STUDS <br />/� �'+50 <br />c'�sTt V Y . I . C. . I � <br />2668 �I <br />2668 <br />3 <br />S3 <br />W/ USP HTT4 @ BASE <br />CD AHU 8'-0" CLG. <br />4068 B.F. 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FOR <br />_0 <br />10 <br />0 <br />I <br />I I <br />g'_0" CLG. <br />HEIGHT). 4x4 P.T. <br />.� <br />#2 SYP WD. POST <br />� <br />I <br />TO SIT DIRECTLY <br />" <br />I <br />m <br />CLG. <br />I <br />K <br />, ( I I <br />I <br />IN CENTER W/ <br />USP PA44 (TYP OF <br />O <br />9'-6' <br />LID <br />N <br />I <br />L =JJ <br />2' <br />2" <br />r3 I <br />2'F6" <br />S3 <br />I 1 <br />I 20'-0.1" <br />I <br />) <br />I <br />� <br />I _ <br />p <br />O <br />ub, <br />ANRYa <br />Lu <br />EDGE OF SLAB 2" <br />BEYOND WALL 2 <br />IIII IIIIIIII <br />O <br />o <br />Lu <br />OPT. <br />REF <br />� <br />>pQ� <br />O <br />, <br />°° <br />5� P <br />DRYERVENT <br />X' <br />2 CAR GARAGE <br />CY)/ <br />THRU WALL <br />8'-0" CLG. I I <br />I <br />/ FAMILY R M <br />- -- - <br />HANSON BOX <br />I <br />17s,d <br />o <br />// 15'-Oz" <br />- <br />8„ <br />@ 36" A.F.F. <br />20'-0j" <br />s L. <br />/ <br />/ CARPET <br />• <br />O <br />I <br />A I <br />1K <br />I <br />waI <br />iv <br />iv <br />is <br />I I <br />I <br />I I <br />I I <br />n <br />/ <br />J <br />Cn <br />Z <br />D <br />I <br />I <br />I <br />I I <br />286 <br />TIE <br />2 <br />68 <br />q <br />UJ U <br />1 <br />CV <br />A H.B. <br />S3 TYP@ 1 STORY <br />46-0" <br />-2" <br />2' <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 />W6 <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 />20X26 <br />184X254 <br />S.H. <br />13 <br />20X38 <br />18 X37 <br />S.H. <br />14 <br />20 X 50 j <br />18 4 X 50 <br />S.H. <br />15 <br />20X63 <br />18�X62� <br />S.H. <br />16 <br />20X72 <br />18jX711 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />11-13 <br />271/4X38j <br />26x37 <br />S.H. <br />11-14 <br />274X501 <br />26x50 <br />S.H. <br />11-15 <br />27�X63 <br />26X621/2 <br />S.H. <br />11-116 <br />27�X72 <br />26X711/2 <br />S.H. <br />22 <br />37 1 X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 i <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 X 50 <br />36 X 50 <br />S.H. <br />25 <br />37 J4 X 63 <br />36 4 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 4 X 25 4 <br />S.H. <br />33 <br />54 X 38 j <br />52 4 X 37 j <br />S.H. <br />34 <br />54 X 50 j <br />5271 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 # X 62 j <br />S.H. <br />36 <br />54 X 72 <br />52 J 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 />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 />OA <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 />( <br />+26.6 / -32.2 <br />GO <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 />+34.0 / -44.8 <br />WALL LEGEND <br />gil <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 "B111 <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 <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 />jR-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />I <br />O <br />(==D <br />M p�p <br />z N <br />O <br />z a <br />o <br />E3a <br />N z ° <br />oRho <br />CD <br />Y <br />� w <br />)U o a <br />Ow <br />U) in, E <br />ZD 2 <br />VV) <br />A <br />� � o <br />U <br />Lij ` E <br />0 3 <br />u'...,.... <br />o q U <br />c ar <br />• <br />r. 0 <br />N N <br />v�i N <br />o� <br />Z W �$zw z <br />�Z H t <br />Q y�z a <br />W <br />QW o <br />?e qL ruCli <br />N Ci <br />U ¢`�•• <br />' <br />wo <br />h Q y <br />• <br />r <br />Cr J -.8�� <br />.<��Q'^.��! <br />'`ski <br />�°•` ®..� <br />1�0��'fBj<Alt(Rj+o!4I't41 <br />ti`��1e <br />To the best of the Engineer's 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 />o <br />r� <br />J <br />o <br />w <br />z <br />C`> <br />LL_ <br />ce Q E <br />g 0CTS <br />z <br />O <br />g <br />rm <br />oa <br />O <br />Q <br />O <br />a o <br />�o <br />w� <br />O� <br />a Z <br />IILQ <br />N <br />¢ <br />�Z <br />d L <br />no <br />U) c <br />= <br />o <br />Y <br />m8 <br />. 0 <br />O <br />OZ LL <br />rz <br />) 9 <br />'n 3: <br />a" <br />.z z <br />5Z <br />ode <br />dZ <br />a <br />w <br />w� <br />>O <br />o <br />O <br />10¢ <br />0 <br />2 O <br />> M <br />L <br />O <br />O <br />.-. <br />O <br />L <br />C <br />N <br />CL <br />NN> <br />L <br />_ <br />! <br />LO <br />•T <br />i � N <br />LO <br />r <br />T <br />CD <br />0 r <br />O M M <br />o <br />zca <br />" <br />E O <br />Z <br />c <br />`° <br />E 'am <br />U o Q p <br />C <br />0)a <br />JOB <br />NO: 19-5891 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.0 <br />