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S <br />NOTES: 2ND FLOOR <br />ALL EXTERIOR SECOND FLOOR FRAME WALLS ACT AS <br />SHEARWALLS. SEE DETAILS SHEETS FOR NAILING SCHEDULE. <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 } <br />S.H. <br />13 <br />20 X 38 j <br />18 J X 37 i <br />S.H. <br />14 <br />20 X 50 1 <br />18 j X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 j X 62 j <br />S.H. <br />16 <br />20 X 72 <br />18 J X 71 j <br />S.H. <br />j 32 <br />27 1/4 X 26 <br />26 X 25 j <br />S.H. <br />J 33 <br />27 1/4 X 38 <br />N/A <br />S.H. <br />} 34 <br />27 } X 50 � <br />N/A <br />S.H. <br />J 33 <br />N/A <br />26 x 37 <br />S.H. <br />J 34 <br />N/A <br />26 x 50 <br />S.H. <br />J 35 <br />27 j X 63 <br />26 X 621 /2 <br />S.H. <br />j 36 <br />27 } X 72 <br />26 X 71 1/2 <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 j <br />36 J 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 JX 62112 <br />S.H. <br />26 <br />37JX72 <br />36jX711/2 <br />S.H. <br />DOUBLE 2 <br />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 <br />52 } X 37 <br />S.H. <br />34 <br />54 X 50 1 <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 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 />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 />USP LSTA12 TO TIE - <br />ANGLED CORNER <br />TOGETHER TOP OF <br />WALL <br />REVISION NOTES 12/17/2009: <br />1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS <br />ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. <br />2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. <br />EXCEPT IN WET AREAS. SPACE WET AREA <br />FURRING AT 16" O.C. <br />3. NO RECESSES FOR SHOWERS. SHOWERS ARE <br />TO BE PANNED WITH A PRE-FAB. BASE. <br />4. ALL VANITY HEIGHTS ARE 36" A.F.F. <br />5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" <br />RECESS. REFER TO MASON'S SCOPE FOR <br />RECESS WIDTH. <br />6. ALL BATHROOMS HAVE ONE MEDICINE CABINET <br />7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. <br />8. ALL TUB DECKS ARE SIZED AS FOLLOWS; <br />40' PRODUCT LINE - MIN. 48" x 64" <br />50' PRODUCT LINE - MIN. 48" x 76" <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=2950 <br />H6 <br />(2) -1 3/4" X 91/4" <br />LVL 2.0E Fb=2950 <br />H7 <br />(2) -1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 <br />(2) -1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2950 <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 />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />OA <br />+25.6 / -27.8 <br />© <br />+25.6 / -34.3 <br />© <br />+24.5 / -26.7 <br />OD <br />+24.5 / -31.9 <br />DE <br />+23.0 / -25.2 <br />OF <br />+23.0 / -28.9 <br />O <br />SEE SN SHEET O SEE SN SHEET <br />140 MPH Aimmmii <br />NOTE: WIND SPEED INDICATED ABOVE <br />IS AN "ULTIMATE" WIND SPEED. THE <br />WIND PRESSURES LISTED ABOVE ARE <br />ALLOWABLE PRESSURES <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 />equipped with self -closing device. <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 dassl <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 SIUs. <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 Pods, 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 fir. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />WALL LEGEND <br />MASONRY HGT. @ 9'4" A.F.F. <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR <br />BEARING ONLY" ARE FLOOR SYSTEM <br />SUPPORTING ONLY AND REQUIRES NO <br />UPLIFT CONNECTORS TO FLOOR SYSTEM <br />2x WALL STUD AREA TAB U LAT I O N <br />1ST FLOOR 1512 S.F. <br />2ND FLOOR 1615 S.F. <br />TOTAL 3127 S.F. <br />GARAGE 611 S.F. <br />LANAI 181 S.F. <br />ENTRY 38 S.F. <br />ATTACH SHEATHING TOTAL SQ. FT. 3957 S.F. <br />PER C/S6 INSULATION REQ. <br />R <br />SEE DETAIL ON PLAN IPPED 2x ON BEVEL NALED TO 2x4 w/ (2) <br />1/D2 FOR STAPPING 1 <br />@ BASE OF WALL 0d @ 12" O.C. <br />MITERED WALL SECTION_ <br />SCALE: N.T.S. (TYP. @ MITERED CORNERS) <br />2ND FLOOR PLAN <br />SCALE: %4"=V-0" <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 />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />0 <br />Z <br />Z <br />Z <br />J <br />d <br />Cz <br />to 0 <br />Q) cn <br />(DIM <br />w <br />p <br />- <br />0LU <br />c <br />E <br />c%i = <br />U <br />I o <br />LU <br />E <br />W _IcU. <br />Im <br />�-00M <br />N <br />U <br />a <br />Q� <br />c°n c <br />�iQC <br />A' <br />BD. <br />N C "rD•C <br />I.{ <br />it r <br />ow <br />\N�o,S "s <br />.�� <br />o <br />apt r <br />t w <br />.11 <br />C <br />LL�d'd .. • <br />d. C;•. ` <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />if <br />O <br />Z N <br />0 <br />�j <br />M O <br />� M <br />`0 In <br />G. U) 'r- V <br />WON <br />N LL <br />fl. ^ <br />Q 000 <br />zM <br />WJ <br />Otn <br />�r <br />W <br />z <br />c�ofZa0 <br />�CL <br />}8� <br />aaz <br />a OC W <br />�a� 040 <br />$ N <br />r*4 <br />M <br />uz3 <br />O <br />Ln <br />N <br />LA <br />fo-3 <br />Ce <br />Q <br />��o <br />z <br />��z� <br />z <br />Q <br />z9fgiz <br />t�0 <br />> <br />LLJ <br />� <br />r <br />F$." Q <br />a$ �5 <br />Jw`Yoltz <br />g ` <br />5��� �gW' <br />0 <br />�8 <br />cv <br />4 <br />fV O <br />�pz� <br />a <br />OCD <br />(t) LL <br />u. <br />LU <br />Z <br />a <br />z <br />-j <br />N <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FGUZMAN <br />VERSION NO. <br />1525 <br />JOB NO: 17-4136 <br />SHEET NO. <br />2 <br />