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h, <br />0 <br />It <br />O <br />r <br />to <br />Ln <br />A <br />H.B. S3 O <br />25-SH <br />--------R&S --- ❑--- "H i EGRESS <br />EP]AD <br />M I BEDROOM 2 <br />" FLAT <br />W " 1. C. 1 8'-0 <br />CA PET LG. <br />8'-0" FLAT CLG. I T R <br />CARPET " 00 <br />R&S I '-0" F T CLG 2668 ^.. <br />12' 8" 2668 I I_iI 1 n 1 11 A 11 <br />10 <br />O co w <br />N w °Q I 4068 B.F. N <br />`o FIBERGLASS , gl_34" 3'-8q" <br />SURROUND <br />N <br />60" X 36"— — — — — — <br />R&S — M <br />A SHOWER <br />S3 <br />TYP @ 1 STORY I 16" DEEP --- O O <br />OWNER'SW PANTRY 80�' — ----- <br />B �0 <br />�o71 <br />SUIT TOLL. RA G <br />00 <br />�" <br />8'-0" FLAT LG. r — _ ' KI E <br />CARPE7 "I 9'-4" FLAT CLG. jN t <br />I <br />I <br />I TILE­ <br />2'I- <br />A {7 <br />(4) 2x4 #2 SYP _ INK DIS <br />N <br />STUDS W/ USP C' � � �-' I � — — � ��---- <br />HTT4@ BASE S3 00 la W j D.W. j 0-31 <br />L -- —� <br />00 Er <br />------------ <br />04 IO - — — — — — — — — — — — — J <br />1 T H1Jill <br />L10,1001 1 i 1 Ll <br />V-0" 1 �-5e" G HAkSC N BOX @ <br />S3 36' A.F F. <br />91-01, I T-8" 2'-8" 4'-3" V-10" T-7" <br />I <br />I I ED <br />I <br />2:12 SLOPE . <br />CEI IL NG <br />I <br />I <br />O <br />PATIO <br />4t <br />M <br />FAMILY ROOM <br />4'-0" <br />VAULT. CLG. CAFE <br />,, <br />i <br />CARPET <br />VAULT. CLG. <br />30'4" <br />CARPET <br />i <br />j <br />Wd <br />J— <br />rn� <br />/' <br />W <br />7: <br />21 <br />A <br />35-SH <br />O <br />I <br />I <br />I <br />I <br />I <br />CO <br />l <br />�I <br />I <br />I <br />I <br />I <br />I <br />I <br />V <br />O <br />25-SH <br />EGRESS <br />I <br />I <br />BEDROOM 3 <br />8'-0" FLAT CLG. <br />06 <br />I CARPET00 <br />I <br />to <br />tl <br />BEDROO 4 <br />I <br />8'-0" FLAT CLq. <br />CARPET I <br />0'-4" <br />HALL <br />9'-4" FLAT CLG. <br />CARPET <br />C <br />FIBERGLASS <br />SURROUND <br />H.B. <br />R&S <br />1 2668 1 <br />119 <br />obi <br />N <br />I — <br />VI <br />2-CAR GAR, <br />3 8'-0" FLAT CLG. <br />f EDGE OF SLAB 2" <br />BEYOND WALL <br />DRYER VENT <br />THRU ROOF <br />GE <br />20'-9" <br />I <br />30681 1 <br />O I <br />ENTRY <br />8'-0" FLAT CLG. <br />1 <br />40681B.F. <br />R&S <br />I D <br />I I S3 <br />I <br />I <br />I � <br />I d <br />I I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />I <br />I 1 <br />I <br />I <br />I <br />I <br />I 1 <br />I <br />I <br />I <br />L— — — — t ------- <br />I <br />CO = <br />rn O <br />WM A <br />W <br />A <br />O <br />s <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <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 9 1/4" <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 71/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/21, 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 />18 X25 <br />S.H. <br />13 <br />20 X 38 j <br />18 J X 37 1 <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />18JX62i <br />S.H. <br />16 <br />20 X 72 <br />18 j X 71 j <br />S.H. <br />j 32 <br />271/4 X 26 <br />26 X 25 j <br />S.H. <br />J 33 <br />271/4 X 38 i <br />N/A <br />S.H. <br />j 34 <br />27 J X 50 1 <br />N/A <br />S.H. <br />J 33 <br />N/A <br />26 x 37 1 <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 />436 <br />271 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 J X 251/2 <br />S.H. <br />23 <br />37 J X 381 <br />36 j X 37 314 <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 j 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 <br />WIDE <br />75" TALL <br />73 j WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 1 <br />S.H. <br />33 <br />54 X 38 1 <br />52 J X 37 i <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 i <br />S.H. <br />36 <br />54 X 72 <br />52 j X 71 } <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 />I.H. <br />SI- <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 />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 />R302.11, 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 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 />+25.6 / -27.8 <br />© <br />+25.6 / -34.3 <br />O <br />+24.5 / -26.7 <br />DO <br />+24.5 / -31.9 <br />OE <br />+23.0 / -25.2 <br />OF <br />+23.0 / -28.9 <br />O <br />SEE SN SHEET HO SEE SN SHEET <br />140 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 />MASONRY HGT. @ 91-4" A.F.F. <br />TYP. 2x FRAME WALL <br />INTERIOR 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 <br />1ST FLOOR LIVING AREA 1817 <br />LIVING TOTAL 1817 <br />GARAGE 427 <br />FRONT ENTRY 32 <br />TOTAL AREA 2276 <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 />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />0 r <br />Z M <br />o <br />_ <br />Z(o <br />Z <br />Q <br />CL <br />Q) C <br />a-J w <br />"U - <br />w <br />CLI <br />O(0 <br />�- <br />o <br />in <br />o r- <br />I— <br />(10 C) <br />m cN <br />a M <br />w <br />I` <br />—8 <br />co <br />C M M <br />N"2M <br />0 <br />di <br />rLLco <br />0 <br />C Y <br />Q rn <br />0 C)u7 v <br />0) o <br />A � <br />DoV <br />N C-BD -C <br />� <br />o% P <br />N r <br />N� J <br />oo <br />c "� <br />Z 'si <br />9 cc <br />CV <br />� C <br />e� <br />0 <br />�,�� <br />LL e <br />W � F E <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 5th 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 />O <br />C) <br />z rq <br />0 ate) � <br />O <br />I> C=) <br />M <br />Q (.f) 170 to <br />a V) • i � t <br />�L_j� <br />a. <br />170 <br />ol_ U CL 00 <br />z � E .., <br />ry <br />W <br />d- <br />za a <br />�a <br />�a~ <br />�a <br />Zoo <br />O 0 w U <br />uj <br />¢z0�W <br />80�0 <br />CL <br />Z Z <br />ro <br />�Z <br />Z <br />O <br />5 <br />N <br />L— <br />0 <br />a <br />C/) <br />J <br />U <br />= <br />T� <br />a°Z <br />h <br />� <br />® <br />o 6 <br />f9�ma <br />G <br />fV <br />Ce <br />Z< <br />I ¢z <br />Q <br />ado <br />Z <br />^ <br />�og <br />a <br />LU <br />L j <br />is 05 <br />z <br />ga 9 8 <br />Q; Z <br />1,0 <br />Z <br />Z <br />�I <br />a <br />Z <br />J <br />m <br />r <br />LU <br />T <br />J o <br />`Z <br />Lu <br />,--1 <br />d <br />to <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAND <br />VERSION NO. 10 <br />SHEET NO. <br />1.0 <br />