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T` <br />Cl <br />U. <br />39'-0" <br />111%1 All <br />10-0 <br />e_v --t a <br />01 <br />ep @ ri_,� <br />DRNERS D2 <br />N.O. <br />25 <br />-SH�� <br />R&S <br />EGRESS <br />- - - - <br />- - - <br />Cczz <br />FIBERGLAS <br />SURROUN <br />TYP @ 2 STORY <br />W.I.C. <br />BEDROOM <br />I <br />4 P <br />- <br />(D <br />3 18'-0" FLAT CLG. <br />1 <br />D2 <br />8'-0" FLAT CLG. <br />CARPET <br />3) <br />BEDROOM 3 <br />8'-0" FLAT CLG. <br />OH1 <br />2 <br />(01 <br />, <br />Cal <br />M <br />I Ca <br />X <br />� V <br />lil -1 <br />6-r-0 04 <br />Oct) <br />CARPET w1w <br />9 <br />7'-1P2 <br />ROOF G.T. <br />1T-0" <br />.11 - <br />- a <br />W <br />64 <br />6-52-'" <br />2'-4" 4'-22" <br />0 <br />00 <br />C*4 <br />0 <br />LL <br />0 <br />TYP @ 2 STCRY <br />00 <br />00 <br />W 4068 B.F. <br />C14 <br />V-10" <br />�6 <br />(D <br />C*4 <br />9 <br />W z u.: <br />MW LU <br />4068 B.F. <br />__'�SIIVI <br />60"X36" <br />(Do z C6 <br />2'-3" <br />SHOWER <br />- - - - - - - - <br />6. :3 00 <br />- - (D co <br />C4 <br />K3 <br />FIBERGLA,'$----- <br />R&S <br />- 0 OP <br />04 <br />2668 <br />- - - - - - - - - - - - - <br />�, �2 w/ (5) STUDS <br />SURROUN) <br />0 <br />W. <br />4'-0" <br />;0 <br />-1 <br />6�10" - <br />6'-101'\\ //j (J 64" 2 <br />-41" 2668 <br />13'-721" <br />Cl) <br />0 <br />co <br />4- <br />W <br />BEDROOM 2 <br />IN <br />W <br />8'-0" FLAT CLG. <br />? <br />8'0" <br />BKT_E <br />FLA� <br />CLG <br />G <br />I I 2.q r,.q <br />35ux.2_2" <br />ATTIC <br />CARPET <br />T <br />10 <br />L F Eng J <br />P <br />.61 1:6 <br />00 10 <br />T_ <br />TI _E <br />Ob <br />00 =W <br />W <br />LO <br />-7- <br />T- <br />3*1 2'4" <br />V-1 0!768 <br />64" <br />2'-6". <br />00 <br />Ln <br />9 <br />16'-8" U") <br />T-71- <br />OWNER'S <br />�G <br />16 <br />A. 6 <br />SUITE <br />LOFT <br />4) <br />8'0" FIAT CLG. <br />14 <br />in W OP <br />(r Ln <br />CARPET <br />13 <br />--- <br />1 <br />V-0" FLAT CLG. <br />CARPET <br />H03 <br />Cl) 0 - <br />T <br />ROOF G.T. <br />td <br />z <br />L6 <br />04 <br />TYP @ 2 STORY <br />1 12 41 51 61 ]8 <br />I S2 <br />TYP @ 2 STORY <br />7 <br />zo <br />S6 <br />EN LL. <br />*- _j <br />I <br />_I <br />38'-0" <br />)'-0'. <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 W/ 1/2" <br />FLITCH PLATE <br /><@>(2) <br />- 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X12 #2 SYP W1 1/2" <br />FLITCH PLATE <br /><e>(2) <br />- 13/4" X 11 1/4 LVIL <br />2.OE Fb=2950 <br />(2) - 13/4" X 9 1/4" <br />LVIL 2.OE Fb=2950 <br />(2) - 13/4' X 16" <br />LVI_ 2.OE Fb=2950 <br />(2) - 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 W1 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 />81-011 <br />2x4 <br />Syp #2 <br />16" O.C. <br />SPF #2 <br />91-011 <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />>91-011 <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 I 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 />18 JX 25 j <br />S.H. <br />13 <br />20 X 38J <br />18JX 37 j <br />S.H. <br />14 <br />501 <br />18JX 50 <br />S.H. <br />15 <br />20X63 <br />18JX62j <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 1/4 X 38 <br />N/A <br />S.H. <br />3134 <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 />J34 <br />N/A <br />26 x 50 <br />S.H. <br />J35 <br />27JX63 <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 j X 37 314 <br />S.H. <br />24 <br />37 j X 50 j <br />36JX50 <br />S.H. <br />25 <br />37 j X 63 <br />36 j X 62 1/2 <br />S.H. <br />26 <br />371X72 <br />36 j X 711/2 <br />S.H. <br />DOUBLE 2 <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 381 <br />52JX 37 j <br />S.H. <br />34 <br />54 X 501 <br />52JX 50 <br />S.H. <br />35 <br />54 X 63 <br />52 j X 62 1 <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 />• 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 13/8" 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 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 & Atfics - 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 />AJI 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 />M 1507.2 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 />. stalled a min. of 18" above flr. per FBCR G2408.2. Except where <br />app ances a are s as amma e vapor gni ion sis n . <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />+25.6 -27.8 <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 />SEE SN SHEET SEE SN SHEET <br />MPH <br />NOTE: WIND SPEED INDICATED ABOVE <br />IS AN "ULTIMATE" WIND SPEED. THE <br />WIND PRESSURES LISTED ABOVE ARE <br />ALLOWABLE PRESSURES <br />WALL LEGEND <br />TYP. 2x FRAME WALL <br />BEARINGWALL <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 111311 <br />1 ST FLOOR LIVING AREA <br />1093 <br />2ND FLOOR LIVING AREA <br />1489 <br />LIVING TOTAL <br />2582 <br />GARAGE <br />427 <br />FRONT ENTRY <br />35 <br />TOTALAREA <br />3044 <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-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />jR-11/R-13 KRAFTFACED <br />(GARAGE / LIVINi <br />(D LOG <br />Z �; <br />0 <br />Z cola <br />z <br />CL <br />co <br />C-n <br />Uj <br />U <br />0 LU <br />V) <br />V(0 <br />0 <br />C) <br />0`1 <br />a) cl) <br />i-- E <br />0 <br />L) <br />0) ce) <br />C ca 0 <br />2 70 M <br />0 = C"! <br />2 <br />-17 Qj <br />Wig a) <br />0 <br />LL 00 <br />00 <br />0 <br />< <br />C). <br />0, <br />0) < 6 <br />N C B-D-C <br />*�'Co <br />z C'.) <br />Am <br />00 <br />�j _j <br />W 4W C5 <br />AL '10 <br />CIL <br />ft_rLL_ <br />mo. <br />Lu <br />LL LLI <br />0 <br />0. <br />Z < <br />9, <br />11-4 Z t 1�" <br />Z g.. <br />a 8 <br />LL <br />8� <A, <br />-, <br />04 <br />01 4 3w, <br />0 <br />1.04 <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 sea] is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seaL <br />C�' <br />Z <br />0 <br />P­1 4-J <br />Ln <br />> o <br />p <br />(V Lr) <br />z <br />a) -0 LA <br />CL LL <br />F_d � fy) <br />170 -j <br />0� U 0_ 00 <br />z <br />< <br />z E <br />z <br />LU C:) <br />W <br />0 z <br />0 <br />Ul <br />z <br />z <br />'0 <br />r z <br />0- � 0 <br />z LU cr <br />Uz< <br />z Z <br />Lu Z <br />12 <br />z <br />- LH <br />2r 0. <br />0� 0 <br />L. <br />M z <br />8 VW) <br />Z Z <br />>< 8 <br />Lr) <br />0 <br />z <br />0 <br />-0 <br />N <br />0 <br />_j <br />D <br />fu <br />Lr) <br />LL <br />> <br />0 <br />z <br />< <br />U <br />U-) <br />C\j <br />Uj <br />P, 0, z <br />se <br />U <br />C'4 <br />0 ;i: < <br />z <br />t2 d <br />z< < <br />< <br />Fm <br />0 <br />z <br />LU <br />r*4 <br />Lr) <br />0 <br />L" <br />3 �j Z, <br />T__1 <br />- - <br />LU <br />L <br />2: <br />2 8 z 0 <br />8 <br />2 < <br />110 <br />0) <br />< <br />< <br />Lu <br />z <br />CY) <br />z <br />z <br />Cy Ln <br />Z <br />0 <br />LLI <br />2 <br />< U) <br />z <br />Lu <br />Ul) <br />z <br />c' <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MJAMES <br />VERSION No' 10 <br />SHEET NO. <br />