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VERIFY IN I <br />I FIELD. I <br />----- - - - - - <br />CC <br />S3 D G.T. <br />l <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />o <br />o <br />_ <br />2 <br />_ <br />00 <br />CD <br />60"x36" <br />SHOWER <br />­,_1 <br />" <br />D <br />T <br />AHU <br />R.A.G. <br />TYP @ 1 STORY <br />A <br />S3 <br />W <br />O ^ <br />I <br />— <br />---------- <br />&S <br />-- -- -- <br />PT. W OPT. D <br />17 <br />2:12 VAULTED CLG. _ <br />,,�N <br />l_ <br />_ <br />- <br />TILE <br />2868 <br />- <br />3'-10" <br />7'-8" <br />3068 <br />O <br />-0" <br />I <br />I <br />I <br />ENTRY <br />8'-0" CLG. <br />9'-4' <br />cL <br />6" <br />7 ' <br />11'-78" <br />6'-10" cv <br />HDR AT T-4" <br />------- <br />- <br />— R&S — — — — — _ 2668 ib� <br />- - - - - - - - - <br />4'-7" 8'-8" i� 5'-4 ``' <br />I <br />I <br />_ �� <br />2668 r *" <br />14'-6" 5'-4" cn `� <br />4'-0" <br />— R&S <br />- - - - - - - <br />I T-6" <br />o <br />a <br />co <br />`n <br />I <br />PATIO CAFE <br />CLG. <br />vi CARPET <br />O 0 / I <br />5068 B.F. <br />OPT. <br />F. <br />RE-t- BEDROOM <br />I 8'-0" CLG. <br />I CARPET <br />I <br />�o <br />„ 2 „ 10'-4" T <br />2 M <br />BEDROOM 3 <br />8'-0" CLG. <br />CARPET <br />10'-41" <br />I <br />co <br />N �o w <br />�� _i <br />T JP8'-0" <br />I _ <br />I ILE <br />2.4 I 5'-3 <br />� <br />"' <br />4068 B.F. <br />BEDR OM 4 <br />BCAfI PET <br />11'-0' <br />N <br />10 <br />=W <br />w <br />o <br />r <br />-- <br />__---- <br />�------------- <br />i --_� - <br />D.W I pa� <br />3 z< is :3 <br />L___ J <br />/ w <br />J <br />r Q <br />N <br />20'-6$„ <br />� <br />U <br />- <br />GO <br />SI Kwl <br />ISP <br />2, <br />AV_TIE <br />Cl) <br />// I <br />/ I <br />�0`5 <br />PANT Y =W <br />�w <br />L .� <br />FLAT ,n= <br />5-SH r <br />16" DEEP <br />M <br />r <br />oo <br />oo <br />`� <br />rp-2„ <br />I <br />I <br />I <br />I FIBERGLASS �i� <br />I SURROUND ° N <br />I <br />O <br />I <br />00 <br />@ o) <br />TYP 1 <br />STORY <br />A <br />S3 <br />■ <br />EP)AD/ <br />Vill <br />N <br />3s 3s <br />----- --- - <br />O C : N <br />I <br />I <br />11111,11ill <br />11 <br />l7mil <br />I <br />I I I <br />I <br />H B EGRESS EGRESS <br />A <br />OS3 O <br />29'-8" <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <br />(2) - 2X6 42 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 11 114 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/ 11,2" 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 />20X26 <br />184X251 <br />S.H. <br />13 <br />20X38J <br />18JX371 <br />S.H. <br />14 <br />20X50j <br />184X50 <br />S.H. <br />15 <br />20X63 <br />184X62i <br />S.H. <br />16 <br />20X72 <br />184X71 j <br />S.H. <br />432 <br />271/4X26 <br />26X254 <br />S.H. <br />433 <br />27 1/4 X 38 j <br />N/A <br />S.H. <br />434 <br />27 jX50 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 />27 4 X 63 <br />26 X 62 1/2 <br />S.H. <br />436 <br />27 4 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 j X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37jX38j <br />36jX37314 <br />S.H. <br />24 <br />37 J X 50 j <br />36 4 X 50 <br />S.H. <br />25 <br />37JJX63 <br />361X621/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 g X 71 112 <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 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 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 j X 62 4 <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 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 classi <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 />OA <br />+25.6 / -27.8 <br />W <br />+25.6 / -34.3 <br />+24.5 / -26.7 <br />OD <br />+24.5 / -31.9 <br />OE <br />+23.0 / -25.2 <br />+23.0 / -28.9 <br />OG <br />SEE SN SHEET OH SEE SN SHEET <br />'� 40 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 />r1111111111111111I q 11 11 <br />- •• <br />TYP. 2x FRAME WALL <br />11 7BEARING 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 1113111 <br />1 ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 24 <br />TOTAL AREA 2376 <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 />'9 <br />z M <br />0 <br />— 0 <br />Z CD <br />Z <br />z <br />un (D <br />Q <br />-I--� w <br />M p <br />'U — <br />O LLJ <br />� ~ <br />0 <br />2 0 <br />m� <br />U <br />LU0)M <br />— $ <br />0) cc i <br />CO <br />"M-orco <br />O CN <br />o0 <br />I° U <br />tLL� <br />0Yn <br />Y <br />Q rn <br />N LO 0 O <br />/rnQ o <br />A <br />1 <br />N, C,B D C <br />rrr� r <br />✓�� <br />B <br />D. <br />�, <br />N (y•. . ' <br />�'•` <br />a 0 <br />O (v • s <br />��1�-'`� <br />. NJ��a <br />W <br />W E N� <br />• <br />a � <br />Z as <br />• Y <br />a <br />0 H '- a)O F E <br />�� k`o <br />LL W Q N Q M�'r111t1f3Q <br />,R <br />OU <br />F <br />V F- <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 />O <br />z <br />0 <br />> O <br />M <br />Q (n Ln <br />a to L <br />Q�LL� <br />QC U fo <br />a � <br />Q <br />E� <br />z (° <br />WC) <br />J 0 <br />oz <br />0 <br />0�, <br />zaa <br />W< <br />80, <br />z�U <br />0 z <br />J <br />U N m <br />L <br />oho <br />zz <br />o <br />U <br />M <br />ILL. <br />vai 3 <br />_0o <br />UU <br />_ <br />('� <br />�¢ <br />� 2: <br />o <br />F ?" <br />0 <br />Uarod <br />N <br />I� <br />ce <br />z<2 <br />z a <br />Q <br />a¢¢� <br />�g� <br />Z <br />Z <br />r�-i <br />oo�� <br />L.0 <br />�a, <br />0 <br />LU <br />J <br />Lr) <br />ri <br />lL <br />Q <br />LLI <br />z <br />D ¢ <br />n0z8 <br />U <br />�~ <br />d <br />L.P) <br />z <br />Z <br />d� <br />� z <br />O <br />QJ <br />LU <br />o <br />¢ <br />z <br />g <br />�. .� <br />a <br />(10 <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />1.0 <br />