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0 <br />v <br />v <br />'s <br />N <br />N <br />Q <br />N <br />N <br />J <br />N <br />N <br />a <br />00 <br />TYP @ <br />CORNERS <br />U.N.O. <br />R&S <br />EGRESS <br />I-'—'---- <br />---1 <br />J <br />O <br />Cc,-F, <br />FIBERGLA <br />SURROUN� <br />I <br />1 <br />TYP @ 2 STORY <br />W.I.C.BEDROOM <br />V <br />4 <br />P <br />3 <br />D2 <br />1 V <br />8-0 FLATCL <br />I <br />. I <br />8'-0" FLAT CLG. <br />BEDROOM 3 <br />6 <br />fn1 <br />I <br />�I <br />1 <br />a <br />CARPET <br />nFLA <br />� <br />V-0" FLAT CLG. U) <br />¢ <br />CARPET <br />= <br />H2 D2 <br />j <br />ROOF G.T. <br />TIL <br />f <br />N <br />— — <br />— <br />13'-0"— — — <br />5' <br />— <br />— 1 V-8" — — <br />1 <br />iv <br />6'-52° <br />o <br />2,4„ 4,_22„ <br />+ <br />I <br />TYP @ 2 STORY <br />00 <br />I <br />J <br />4068 B.F. <br />� <br />N <br />1 S6 <br />I <br />N <br />= <br />5' <br />60"X36'• 1- i <br />1- <br />_ <br />Y <br />ih <br />=w w Lc <br />rnwp Z m <br />16. 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I <br />�os <br />w/ (5) STUDS <br />I <br />T-82,. <br />,_9" <br />2'-4" <br />68 '- <br />6'-10'7 5'-4" 2'-6" <br />rn <br />16'-8" 10 <br />4'_02„ T-72n a <br />14'-8" <br />OWNER'S <br />�6 <br />_ <br />6 <br />SUITE <br />R.A.G. <br />15 _ _ <br />1 I <br />LOFT <br />H3 D2 = <br />= <br />O � <br />8'-0" FLAT CLG. <br />CARPET <br />1 1 <br />1 <br />8 0 FLAT CLG. <br />4 <br />H2 e <br />D2 <br />14 <br />_ <br />13 <br />M <br />- <br />- _ <br />ROOF G.T. <br />_ _ <br />_ <br />_ _ <br />I I _ <br />CARPET _ _ <br />= <br />N <br />Ll.l <br />LID <br />I <br />s <br />I¢ <br />1 <br />1- <br />10 <br />— — <br />— <br />.- <br />1 0� <br />u_ <br />81 <br />0 <br />a <br />TYP @ 2 STORY <br />11 1 2 <br />1 4 1 1 1 <br />-- <br />18 <br />I I <br />TYP @ 2 STORY <br />S6 :- <br />I I <br />I I <br />I <br />I I I <br />I <br />11N11 <br />J_ <br />I I <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 />140C <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />8'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />9'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />>9'-0" <br />2x6 <br />SYP #2 <br />16" O.C. <br />* IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT <br />CORNERS <br />** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT <br />SEE C/S6 WALL SCHEDULE <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />184X25i <br />S.H. <br />13 <br />20X38J <br />18JX371 <br />S.H. <br />14 <br />20 X 50 � <br />18 � X 50 <br />S.H. <br />15 <br />20X63 <br />18 X62} <br />S.H. <br />16 <br />20 X 72 <br />18 X 714 <br />S.H. <br />j 32 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H. <br />433 <br />27 1/4 X 38 J <br />N/A <br />S.H. <br />2 34 <br />27 j X 50 <br />N/A <br />S.H. <br />33 <br />N/A <br />26 x 37 1 <br />S.H. <br />34 <br />N/A <br />26 x 50 <br />S.H. <br />} 35 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />J 36 <br />27 } X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 4 X 26 <br />36 2 X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 J X 501 <br />36 J X 50 <br />S.H. <br />25 <br />37jX63 <br />362X62112 <br />S.H. <br />26 <br />37 � X 72 <br />36 � X 71 1/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />732 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 <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 624 <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 />• Openings from a private garage directly into a room used for <br />sleeping purposes shall not be permitted. Door between <br />garage and residence shall be equipped with solid doors not <br />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 />• Duct Penetration. Ducts in the garage and ducts penetrating <br />the walls or ceilings separating the dwelling from the garage <br />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 <br />openings into the garage. <br />• Other penetrations shall be protected as required by section <br />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 opening of an operable window is <br />located more than 72 inches above the finished grade or surface <br />below, the lowest part of the clear opening of the window shall be <br />a minimum of 24 inches above the finished floor of the room in <br />which the window is Iocated.Operable sections of windows shall <br />not permit openings that allow a 4-inch-diameter sphere where <br />such openings are located within 24 inches of the finished floor. <br />Chapter 45 Private Swiming 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 a 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 />see Sht. SN1 for installation detail. <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 / -30.8 <br />W <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />�D <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />OG <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 +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 "A1" <br />1ST FLOOR LIVING AREA 1093 <br />2ND FLOOR LIVING AREA <br />1491 <br />LIVING TOTAL 2584 <br />GARAGE 427 <br />FRONT ENTRY 35 <br />TOTAL AREA 3046 <br />0 <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 I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />U <br />U <br />z <br />Z <br />z <br />Q <br />a <br />Z <br />4--J-� w <br />0 w <br />~ <br />o <br />U <br />yL rNi <br />W <br />_ I <br />Elm§ <br />ch <br />c+� <br />0-1 cli <br />U <br />Q <br />�i o <br />Al <br />B <br />I <br />D. <br />�f <br />' <br />t <br />w <br />, <br />o •• <br />� <br />i <br />Iw <br />$14 <br />To the best of the Eng r',&,knowledge, InforA on, and <br />belief, the structural plans anibooclficg (dr 66ritained <br />within these drawings comply with the 1017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal Is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />0 <br />z cV <br />O <br />M �O <br />cr) <br />Q 'p ll� <br />0- to •L d- <br />CL <br />UM <br />CL <br />zf° <br />W <br />J 0 <br />za <br />g <br />F <br />o <br />�z <br />000 <br />C <br />® <br />I� <br />0tT <br />J <br />0 <br />�W <br />0 <br />.2 <br />N <br />o <br />Z <br />U <br />= <br />N <br />�fl <br />r—°�IggNC <br />T11-11 <br />Z <br />w <br />r-t <br />tiiLU <br />�y <br />Q <br />Z <br />N <br />IS <br />N <br />Z <br />g <br />U <br />= <br />IS,--t <br />a <br />to <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: M)AM ES <br />VERSION NO. 5ol <br />SHEET NO. <br />1.1 <br />