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TYP @ 1 <br />CORNERS D2 <br />U.N.O. <br />c <br />c <br />d <br />39'-0" <br />18'-8" <br />20'-4" <br />D2 <br />R&S <br />EGRESS <br />FIBERGLASS <br />I <br />I <br />S6 <br />M <br />SURROUNts <br />1 <br />I <br />j <br />TYP @ 2 STORY <br />I <br />W.I.C. <br />BEDROOM <br />4 <br />TP <br />3 <br />D2 <br />18'-0" FLAT CLG. <br />I <br />8'-0" FLAT CLG. <br />CARPET <br />BAT <br />BEDROOM 3 1 <br />8'-0" FLAT CLG. <br />4 <br />H1 D2 <br />�� <br />= <br />8'-0" <br />FLAT- <br />N <br />CARPET Q W <br />mfr <br />o <br />N <br />I <br />1 <br />�' <br />ROOF G.T. <br />r <br />�ry <br />r <br />102r, — <br />— - <br />13'-0" — — <br />_TILE <br />5'-52' — <br />_ _ _ <br />1 V-8" W <br />B <br />76 <br />6.52-1 <br />o <br />2,-4„ 4'_22' <br />� <br />C7 <br />iv <br />00 <br />G <br />W <br />1 <br />TYP @ 2 STORY <br />CD w <br />O <br />O <br />w <br />I <br />J <br />oo <br />co co- <br />N N <br />3' <br />z' 8'-10" I <br />S6 <br />� <br />4068 B.F. <br />N <br />O <br />" <br />Cl- Z Li <br />4068 B.F. <br />'- <br />3 <br />60"X36" <br />p J 2'-3" <br />SHOWER <br />FIBERGLA <br />-- 0 00 2668 <br />to <br />r N <br />- <br />N <br />------------- <br />D2 <br />-------- <br />R&S <br />SURROUNDc� <br />iol <br />SIW/ <br />N <br />4'-0" <br />Ln <br />6-10"6'-1 <br />5' 4" 21 2668 <br />13-7 <br />'2" <br />5 STUDS <br />( ) <br />cNq <br />a <br />M <br />BEDROOM 2 OW <br />2468 0, <br />BATH <br />2868 —� <br />8'-0" FLAT CLG. W <br />CARPET <br />1 <br />r,yL—, I <br />8'-0' <br />FLAT CLG o <br />I <br />Ca <br />I ATTIC � <br />TILE <br />a:I o <br />1 <br />1 I Li - <br />L N. L ___J V) m <br />— <br />-----T—, <br />TP -' <br />-0" FLAT o to <br />�. <br />a <br />1 <br />TILE <br />00 <br />ccoc N wo <br />I a <br />_ <br />Lob <br />I <br />� <br />1 <br />2868 <br />°? <br />X-82' <br />1_92 2'-4" <br />6-10' 5'4" 2'-6" <br />En <br />- <br />r—� <br />o <br />rn <br />_ <br />� <br />F- <br />N <br />16'-8„ in <br />2 2 v <br />OWNER'S <br />�6 j <br />I <br />R.A.G. <br />6 <br />SUITE <br />15 = _= <br />LOFT <br />H3 <br />8 -0 FLAT CLG. <br />14 I I <br />N <br />O - <br />� <br />CARPET <br />13 — -- 1 <br />-- -- <br />8'-0" FLAT CLG. <br />CARPET <br />6 <br />H3 <br />ROOF G.T.tu <br />"' <br />11 Z T <br />0 <br />N <br />10 1 = <br />II r <br />TYP @ 2 STORY <br />112 3 <br />1 4 1 5 1 6 1 7 18 1= Q <br />TYP @ 2 STORY <br />7 <br />J <br />I I I I I _ S <br />S6 <br />CV LL. <br />I I I I I= <br />S6 <br />`J- <br />1 <br />8 <br />38'-0" <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <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 91/4" <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 15/32" 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 />20 X 26 <br />18 J X 25 J <br />S.H. <br />13 <br />20X38J <br />18JX37j <br />S.H. <br />14 <br />20 X 501 <br />18 j X 50 <br />S.H. <br />15 <br />20X63 <br />18JX62j <br />S.H. <br />16 <br />20X72 <br />18jX71j <br />S.H. <br />j 32 <br />27 1/4 X 26 <br />26 X 25 j <br />S.H. <br />J 33 <br />27 1/4 X 38 j <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 371 <br />S.H. <br />j 34 <br />N/A <br />26 x 50 <br />S.H. <br />J 35 <br />27 1 X 63 <br />26 X 62 1/2 <br />S.H. <br />J 36 <br />27 1 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 38 i <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 i <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 } X 25 } <br />S.H. <br />33 <br />54 X 38 j <br />52 j X 37 j <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 j <br />S.H. <br />36 <br />54 X 72 <br />52 } 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 />r1anarnl nntae <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 -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 />R302.11, 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 />OA <br />+25.6 / -27.8 <br />© <br />+25.6 / -34.3 <br />© <br />+24.5 / -26.7 <br />OD <br />+24.5 / -31.9 <br />OE <br />+23.0 / -25.2 <br />OF <br />+23.0 / -28.9 <br />GO <br />SEE SN SHEET OH SEE SN SHEET <br />OW14OMPH <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 />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 1113111 <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 />TOTAL AREA <br />3044 <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONIC 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 />R-11/R-13 KRAFT FACED <br />(GARAGE/LIVING) <br />0�20 <br />zM <br />0 <br />Z <br />Q <br />J <br />z <br />Cz <br />Q) <br />cn <br />4-J w <br />�U — <br />0 w <br />N <br />E <br />0 <br />M <br />(6 <br />20 <br />CON <br />U <br />U <br />w <br />a)M <br />0) (M <br />N 2 0—coo O o0 <br />ow U <br />L LL oD <br />aoi <br />1 <br />0n 0- 0 <br />O d' <br />a0 <br />CL <br />�Qo <br />A 1 <br />B D. <br />on <br />w <br />�" <br />Z W ©�0 <br />PO <br />Z' <br />M <br />Ur <br />LA <br />L� <br />Q <br />. .. <br />F <br />- <br />�9��o< <br />O <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 />40 <br />Z <br />O <br />+L_' <br />> to M O <br />M <br />Q <br />z <br />6 <br />LL <br />i�.. ^ <br />Q U o. 00 <br />�. <br />z�� <br />WJ C:) <br />d- <br />Mj <br />0z <br />W� <br />zaa <br />za <br />r~ <br />�i acc0, <br />zOU0 <br />z Ow W Q <br />Z) z z <br />yyy� 0_ J <br />2 O <br />8 W <br />mow° <br />L <br />oZ <br />>O <br />U <br />Ln <br />O <br />g <br />vi 3 <br />1 ^ <br />LL. <br />-a <br />N <br />o <br />s <br />0 <br />O <br />a <br />U <br />2 <br />C\1 <br />oLL <br />a�0 <br />0 M <br />J O <br />x <br />oaoa <br />wwa z <br />Q <br />~woo <br />�0, <br />Z <br />2 <br />w <br />In <br />, z <br />J <br />LU <br />owo <br />Y a <br />~0 <br />Ln <br />Q <br />Z <br />z <br /><z <br />Cy <br />m <br />g <br />z <br />Qz <br />rn <br />= <br />,--I <br />0- <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />1.1 <br />