Laserfiche WebLink
0 <br />0 <br />It <br />H. <br />AC PAD -------------I---- — — — 4-SH <br />roloo <br />M <br />W.I.C. <br />C0 8'-0" FLAT CLG. <br />CARPET <br />-------R&S ---- — <br />In <br />r <br />12A <br />O= to I <br />cn w <br />C, C3C, <br />W <br />I <br />A <br />S3 <br />TYP @ 1 STORY <br />OWN E 'S <br />SUIT <br />8'-0" FLAT C G. <br />CARPET <br />= I <br />A N (4) 2x4 #2 SYP <br />STUDS W/USP <br />HTT4@ BASE S3 <br />30'-10" <br />FIBERGLASS <br />SURROOUND <br />60" X 36" <br />A <br />59'-4" <br />T-10" <br />BEDROOM 2 <br />8'-0" FLAT CLG. <br />CARPET, <br />00 <br />(D <br />25-SH <br />EGRESS <br />11'4' <br />00 <br />M CO <br /><V N <br />0 <br />25-SH <br />EGRESS <br />CARPETHALL <br />� '1 ■ < . fit■ .; <br />� � ■1■■I _ � � � <br />�� -� __r ■■■1■■i �� 1��1 <br />D.W. 11ULj <br />L — — _ � o FIBERGLASS <br />° SURROUND <br />IT <br />'JuH1I L�1 r <br />5'-0" 1 -78 G HAS N BOX @ <br />83 36' A. F. <br />9'-0" I T-8" 2'-8" 4'-3" 6'-10" T-7" <br />I <br />I I <br />9.19 SLOPE . <br />CEILING <br />I <br />16" DEEP <br />PANTRY <br />=w 8'-0 <br />LU <br />(nC, =LIAT C LG. <br />n_ <br />0 <br />u <br />E <br />I c <br />2' <br />I <br />to <br />W <br />00 10 Cr <br />r I <br />O----------------------------------------- <br />PATIO- <br />T FAMILY ROOM <br />/ <br />4'-0" /' VAULT. CLG. CAFE <br />CARPET VAULT. CLG. <br />' 30'-0" CARPET <br />/ Ift <br />N <br />0_ L 4 <br />Oz Oz <br />U) _j_I <br />7r1jU c iU <br />21' <br />A <br />37'-8" <br />35-SH <br />O <br />Wail <br />I!��I1►� <br />050 <br />;H. <br />BEDROOM 3 <br />8'-0" FLAT CLG. <br />CARPET <br />`81 <br />I <br />11'-10" <br />I <br />�C <br />O <br />8'-0" <br />2668 <br />K <br />20'-8" <br />BEDROOM 4 <br />8'-0" FLAT CLG. <br />CARPET <br />3'-0" 6 9' <br />0I <br />K 2-CAR GAR GE <br />S3 8'-0" FLAT CLG. <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />DRYER VENT <br />THRU ROOF <br />ENTRY <br />8'-0" FLAT CLG. <br />4068 B.F. <br />R&S <br />I �U) <br />W co O <br />D <br />I S3 I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />I c7 <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />L— — — — — — — — — -- <br />I <br />A <br />■u <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 />(2) - 2X8 #2 SYP W/ 1/2" <br />H2 <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) - 1 314" 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 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 />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 4 X 254 <br />S.H. <br />13 <br />20X38j <br />18JX371 <br />S.H. <br />14 <br />20X501 <br />184X50 <br />S.H. <br />15 <br />20X63 <br />184X624 <br />S.H. <br />16 <br />20 X 72 <br />18 4 X 71 j <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 />j 34 <br />27 4 X 50 j <br />N/A <br />S.H. <br />j 33 <br />N/A <br />26 x 37 1 <br />S.H. <br />434 <br />N/A <br />26 x 50 <br />S.H. <br />435 <br />274X63 <br />26X621/2 <br />S.H. <br />436 <br />274X72 <br />26X711/2 <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 4 X 37 314 <br />S.H. <br />24 <br />37 j X 50 j <br />36 4 X 50 <br />S.H. <br />25 <br />371X63 <br />36jX621/2 <br />S.H. <br />26 <br />37JX72 <br />364X711/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 4 X 25 4 <br />S.H. <br />33 <br />54 X 38 j <br />52 4 X 37 1 <br />S.H. <br />34 <br />54 X 50 j <br />52 j X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 4 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 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 />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 />0 <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />OD <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 SEE SN SHEET <br />'� 4D 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 />MASONRY HGT. @ 9'4" A.F.F. <br />TYP. 2x FRAME WALL <br />i 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 />o LO <br />Z M <br />0 <br />— o <br />Z <br />aC <br />a <br />Cn ( D <br />W cry <br />LU <br />i_ <br />U <br />Lu <br />1— E <br />N M <br />C a7 M <br />C`6 -0 CJ <br />0 0 <br />S <br />U <br />LL_ 00 <br />0 <br />a)in <br />�C m <br />o. C:)�0 JCL <br />rn < 0 <br />N C B D�CD�C <br />® <br />F / <br />b <br />r�0 W&V <br />R"�s,� <br />o e— <br />=.•Z <br />Y <br />CT <br />"P u\SL'' <br />� <br />,� vz <br />�� <br />w <br />a <br />2-0 . <br />oYM <br />i <br />off: <br />�.0 <br />a `F.o <br />�Z •.... a• <br />�V, <br />Ig. <br />z� <br />To the best of the Engiri ,� wledge, infor ' nd <br />belief, the structural plans ar5d .rt��-�QQ[� fined <br />th�70P7 <br />within these drawings comply with 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 />i <br />0 <br />O <br />Z 11714 <br />o�� <br />f> U0 C:) <br />re) <br /><C��� <br />a �•L�r <br />N L.L <br />�6(� <br />� � <br />Q <br />.1p <br />WJ <br />C) <br />d- <br />Z <br />w� <br />Z. <br />uaQ(r <br />UZ8O <br />ZWwo� <br />ij <br />z Z <br />c 0oou_ <br />N <br />_j <br />LU <br />� <br />O u <br />ZZ <br />�o <br />1� <br />O <br />�z <br />5 <br />O <br />N <br />/ <br />L^ <br />O <br />F <br />\W <br />o <br />U <br />/ <br />^ ' <br />V J <br />W <br />L <br />0 <br />p ZO <br />a ey <br />Os <br />¢VOYP <br />a a <br />a <br />��yy <br />Tl <br />N <br />ZaoJ <br />tL.i 0z Jj <br />¢ C <br />Q <br />Q <br />p O z 'o <br />N <br />u_og a <br />wO P <br />LU <br />J <br />t.f) <br />rl <br />LL <br />Q <br />W <br />z <br />=ado <br />w U <br />Z <br />d- <br />Z <br />�-Cy <br />m <br />Z <br />.41 <br />w <br />ao <br />O <br />00 <br />= <br />w <br />,-•1 <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 12/28/2017 <br />TECH: ERAND <br />VERSION NO. 2mO <br />SHEET NO. <br />1.0 <br />