Laserfiche WebLink
TYP @ <br />CORNE <br />U.N.O. <br />k <br />n" <br />1 <br />8 <br />II�� <br />S6 <br />S6 <br />I I I I I I N Q <br />1 1 1 18 <br />TYP @ 2 STORY <br />TYP @ 2 STORY <br />4 5 611 7 I :I- = <br />9-- <br />I ,- <br />10 <br />-- <br />— <br />— — <br />iD <br />13 <br />6 <br />H3 D2 <br />= rn — — <br />�0 �, <br />OWNERS <br />ROOF G.T. <br />N <br />LOFT <br />M w <br />SUITE <br />— <br />14 <br />-- <br />6 <br />AHU <br />I <br />8'-0" FLAT CLG. <br />15 <br />H3 D2 <br />8'-0" FLAT CLG. <br />I <br />CARPET <br />CARPET <br />R.A.G. <br />16 <br />16'-8" <br />T-72 , <br />°a <br />cD <br />3'-8 ' <br />-9z 2'4" <br />6-10" 54" 2'-6" <br />L —1 <br />- <br />N <br />2868 <br />_ <br />'oo <br />I -�0?, <br />I r <br />_ <br />SO—li <br />=w I� <br />I <br />I <br />Cd <br />0 <br />to <br />A <br />r <br />m <br />u)l ooLG <br />7rTE <br />� 3�"�c___ _ �2� � <br />� <br />�IC°oI� <br />v <br />� <br />� <br />BA'd <br />I ATTIC � 1 <br />I <br />I <br />b <br />—— <br />— -J- — -j <br />o <br />o <br />8' °t <br />24 8 <br />ILE CL <br />BEDROOM 2 <br />8'-0" FLAT CLG. U) <br />I <br />HU <br />CARPET Oc <br />6'-1 <br />Q 54" <br />2-42 L. ccl) <br />13'-72' w <br />H1 D2 <br />v <br />S <br />2668 <br />c <br />FIBERGLA <br />r <br />c <br />3 <br />D2 <br />SURROUN <br />R& <br />-- <br />_o <br />00 CO <br />2638 <br />------------- <br />SIM. <br />60"X36" <br />SHOWER <br />=w Z <br />v?wp <br />� <br />N <br />N <br />w/ (5) STUDS <br />i" <br />"'CD _j <br />N <br />4068 B.F. <br />o <br />I <br />J <br />� <br />N 4068 B.F. <br />3 <br />2" 8'-10" <br />S6 <br />I <br />I TYP @ 2 STORY <br />� <br />N <br />~ <br />� <br />I _ <br />6'-52 ' <br />2'-4" <br />4'-22 <br />o <br />u- <br />I <br />7'-102" T <br />1, <br />00 <br />1 V-8" <br />13'-0" <br />_ <br />00, <br />B <br />ROOF G.T. — — — --I — — — — — o <br />50 <br />05 ATBEDROOM <br />3 �� I -0" FLAT C G. 3 w N H1 4 <br />D2 I W'I•C• ; BEDROOM 4 8'-0"FLAT CLG. I D2 <br />I8'-0" FLAT CL 8'-0" FLAT CLG. CARPET <br />I <br />CARPET CD <br />I TYP @ 2 STORY CO <br />I I <br />I j J o FIBERGLA�� <br />L------ _--- S6 O M SURROUND <br />R&S EGRESS <br />25 SHO 6 <br />H1 D6 3 <br />:RS 1 D2 <br />D2 <br />18'-8" 20'-4" <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 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 />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 15132" EXPOSURE 1 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 />18JX25j <br />S.H. <br />13 <br />20X38j <br />184X37i <br />S.H. <br />14 <br />20 X 50 j <br />18 j X 50 <br />S.H. <br />15 <br />20X63 <br />18jX62j <br />S.H. <br />16 <br />20X72 <br />182X711 <br />S.H. <br />j 32 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />433 <br />27 1 /4 X 38 j <br />N/A <br />S.H. <br />434 <br />27 j X 50 j <br />N/A <br />S.H. <br />433 <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 62 1/2 <br />S.H. <br />j 36 <br />27 4 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 381j <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 J X 501 <br />36 4 X 50 <br />S.H. <br />25 <br />371X63 <br />364X621/2 <br />S.H. <br />26 <br />37JX72 <br />362X711/2 <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 4 X 25 4 <br />S.H. <br />33 <br />54 X 38 j <br />52 4 X 37 i <br />S.H. <br />34 <br />54 X 50 j <br />52 4 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 />524 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 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 />DA <br />+25.6 / —27.8 <br />W <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 />+23.0 / —28.9 <br />OG <br />SEE SN SHEET OH 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 />[IIIIIIIIIIIIIIIII <br />TYP. 2x FRAME WALL <br />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 11131 <br />11 <br />1ST 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 />TOTAL AREA <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-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 I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />3 <br />(D!P <br />Z o <br />z <br />Ln (D <br />Q) <br />�--� w <br />•U — <br />w <br />O <br />~ <br />o <br />r <br />m� <br />U <br />w <br />E <br />N co <br />C N cc) <br />2 :o c+) <br />Ooo <br />—8 <br />min <br />cli <br />a) <br />L ILO <br />:3 <br />LO LO 0 <br />< <br />rn Q o <br />A 1 <br />B D® <br />N C B D• C <br />►ifr <br />l <br />� <br />r <br />'�11%N <br />CD <br />N <br />�� .. <br />` o <br />�-���,� <br />co _ <br />� <br />Z <br />_n� <br />+� <br />Viz. <br />LIL <br />m <br />t9to <br />ZIN <br />ROFe <br />W <br />�q! <br />❑ ❑ <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 />oN <br />z <br />0 � N <br />(n M <br />M <br />CI) LL <br />CL \� <br />a� U Q 00 <br />Q <br />E� <br />z <br />W_jo� <br />l0 <br />oZ <br />jo <br />z aQ <br />f¢ <br />LU < <br />VZO0 <br />zUz <br />z <br />� 0 Ld <br />C'0J <br />Q <br />00 <br />0— <br />IIr <br />Flo <br />w <br />oZ <br />Z 8 <br />> <br />J <br />zZ <br />z <br />C <br />JO <br />LL <br />o <br />` <br />� <br />Ifl <br />U <br />= <br />IN <br />z <br />N <br />J Q <br />LU <br />o" <br />�U_ <br />F <br />Ct �� <br />J <br />V0, ao <br />XOS <br />fV <br />A <br />1 <br />ooa <br />Z w z J <br />Q <br />� 2:0 <br />z <br />z <br />f\ <br />ao <br />11J <br />U') <br />w <br />tiw <br />� � <br />¢LLa <br />2n U <br />S Ve <br />W i5 <br />Q <br />�Z <br />z <br />O <br />n <br />g <br />LU <br />= <br />¢Z <br />rn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />1.1 <br />