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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 />20X26 <br />18JX25j <br />S.H. <br />13 <br />20 X 38 j <br />18JX 37 j <br />S.H. <br />14 <br />20X501 <br />18JX50 <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 />J32 <br />27 1/4 X 26 <br />26X25J <br />S.H. <br />J33 <br />27 114 X 38 j <br />N/A <br />S.H. <br />j 34 <br />27 j X 50 1 <br />N/A <br />S.H. <br />J33 <br />N/A <br />26 x 37 <br />S.H. <br />j 34 <br />N/A <br />26 x 50 <br />S.H. <br />J35 <br />27 JX 63 <br />26 X 62 1/2 <br />S.H. <br />J36 <br />27 j X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37JX26 <br />36 j X 25 1/2 <br />S.H. <br />23 <br />37JX38j <br />36 JX 37 3/4 <br />S.H. <br />24 <br />37 JX 50 1 <br />36JX50 <br />S.H. <br />25 <br />37 j X 63 <br />36 JX 62 1/2 <br />S.H. <br />26 <br />37 j X 72 <br />36 j X 71 1/2 <br />S.H. <br />DOUBLE2 <br />WIDE <br />75"TALL <br />73JWIDE <br />S.H. <br />32 <br />54 X 26 <br />52JX25j <br />S.H. <br />33 <br />54 X 38 j <br />52 JX 37 j <br />S.H. <br />34 <br />54 X 50 <br />52 j X 50 <br />S.H. <br />35 <br />54X63 <br />52JX62j <br />S.H.. <br />36 <br />54 X 72 <br />52 JX 71 j <br />S.H. <br />39X59 <br />40 X 59 <br />NIA <br />S.H. <br />DOUBLE 39X59 <br />79 X 59 t <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 />91-01, <br />2x4 <br />Syp #2 <br />16" O.C. <br />SPF #2 <br />A.-Ofl <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 15/37 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 V-101"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 />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W1 1/2" <br />FLITCH PLATE <br /><@>(2) <br />- 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br /><e>(2) <br />- 13/4' X 11 1/4 LVL <br />2.OE Fb=2950 <br /><e>(2) <br />- 13/4' X 9 1/4" <br />LVL 2.OE Fb=2950 <br /><e>(2) <br />- 13/4' X 16' <br />LVL 2.OE Fb=2950 <br /><e>(2) <br />- 13/4" X 7 1/4- <br />LVL 2.OE 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 />+25.6 -27.8 <br />rm­`� <br />+25.6 / -34.3 <br />+24.5 -26.7 <br />+24.5 / -31.9 <br />+23.0 -25.2 <br />+23.0 / -28.9 <br />SN SHEET SEE SN SHEET <br />iSEE <br />= H <br />NOTE: WIND SPEED INDICATED ABOVE <br />IS AN "ULTIMATE" WIND SPEED. THE <br />WIND PRESSURES LISTED ABOVE ARE <br />ALLOWABLE PRESSURES <br />2x WALL STUD <br />ATTACH SHEATHING <br />PER C/S6 <br />SEE DETAIL ON PLANJ RIPPED 2x ON BEVEL <br />1/D2 FOR STAPPING NALED TO 2x4 w/ (2) <br />@ BASE OF WALL 10d @ 12" O.C. <br />MITERED WALL SECTION <br />SCALE: N.T.S. (TYP. @ MITERED CORNERS) <br />2ND FLOOR PLAN <br />SCALE: Y4"=V-0" <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 -dosing 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 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 />R302.1 1, 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 located.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 />IM1507.2 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 />WALLLEGEND <br />I I I I I FM 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 />AREA TABULATION <br />1ST FLOOR <br />2ND FLOOR <br />1512 S.F. <br />1615 S.F. <br />TOTAL <br />3127 S.F. <br />GARAGE <br />611 S.F. <br />LANAI <br />181 S.F. <br />ENTRY <br />38 S.F. <br />ITOTAL SQ. FT. <br />3957 S.F. <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-1 1 /R- 13 KRAFT FACED <br />EXT FRAME 2 x 6 <br />R-1 9 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />R-1 1/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />to <br />0 LO <br />z <br />INN% <br />CL <br />(nul <br />Cz <br />Z <br />(0 <br />Q) C-1:) <br />(D(o <br />4--J LU <br />U <br />LU <br />0 <br />Lh <br />E <br />C) <br />.20 <br />r- <br />N <br />0 V) <br />LU <br />E <br />cm M <br />C cc CO) <br />La -0 M <br />0 04 <br />LL <br />8 3 <br />0 <br />< <br />C n 'd <br />LO <br />-0! <br />A I <br />dD. <br />N C-H 1)-c� <br />I <br />V*1 <br />//r <br />LL <br />Z5 <br />LL <br />M 141 <br />9, <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 sea]. <br />0 <br />C) <br />f <br />z <br />0 <br />N-4 4-J <br />4-P <br />(n M Ln <br />V) ON <br />W - Ln <br />C LL <br />z <br />CL 00 <br />z E %­0 <br />z <br />Lu <br />W <br />0 z <br />uj <br />z <br />2 <br />00 <br />zz�� <br />!E <br />z <br />0 LU <br />C:) <br />U <br />OZO <br />z <br />Uj <br />Ce <br />Ln <br />r*4 <br />11714 <br />Ln <br />�0- <br />0 <br />< <br />z g Cal <br />in 0 <br />t-u- M <br />Z <br />Rsz-li - <br />(:Y- - z <br />z <br />LU <br />CL <br />LU 0 0M 0 <br />W rz § 05 <br />j5 UJ 4 6 <br />_j <br />? j F0 <br />r <br />0 <br />0 z <br />zo <br />Ce <br />V-1 <br />r4 0 <br />C) <br />LU <br />CD <br />rt) LL <br />u- <br />z. <br />U.j <br />. <br />.. -a <br />z <br />> <br />0 <br />5 a <br />C14 <br />SCALE AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FGUZMAN <br />VERSION NO. <br />1525 <br />JOB NO: 17-4135 <br />SHEET NO. <br />2 <br />