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S3 <br />EGRESS EGRESS <br />� �11111111111111=1111C]�?1111111=11111111111111=11111111111111=Ii111111111111111C] <br />M <br />- <br />LID 28 CAFE• <br />PATIO CARPET <br />M <br />�1=1111111111�11111111=11111111111111111=F��C]1111111::11111111111111111=IIi11i1111111111=I11111111111111 <br />■ STORY go <br />MO <br />u <br />04 <br />- <br />MOO <br />E <br />.. - ,,. . <br />-, <br />CA PET <br />���I <br />- <br />.... <br />1 <br />CARPET <br />5068 B.F. <br />.. <br />. l�1. <br />A►/ <br />I�r <br />-I <br />�oa� <br />- - I■■�--^ <br />r <br />_ <br />■��■' <br />.. ■�i■■■■1■■■ <br />1 1 1 ■�■�II■■17�■�� <br />P•1 <br />u <br />r 111111111111�C]IIIIIIIIII�IC]IIIIIIIIIII <br />101 <br />.� <br />uFLUSH. <br />® <br />Typ . 1 STORY'mC <br />� <br />rttln <br />LO <br />FAMILY RM <br />CARPET��3T371r <br />1 <br />1 <br />NMMIMN::.MM MMMMMJ: I �IIIIIIIII� �IIC� <br />� w <br />m ® <br />• <br />• BE <br />VERIFY IN <br />0 <br />X <br />- ENTRY <br />- <br />0-1 <br />llre'67-37M <br />■1��■ <br />■�_Ja■ <br />ll <br />�•fI■ <br />■ <br />.i��■ <br />• <br />�■■n� <br />_ <br />1![y <br />©D <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />1 It <br />■►`�■■■■■■ <br />p <br />�i■11NOT <br />�j�■� <br />LYL:.:LftaYYW1:Y <br />- <br />����� <br />-. <br />■■� <br />FMSON <br />BOX .r <br />ZDRYE <br />ROOF <br />■ <br />(THRU <br />r r�� <br />- <br />CARPET <br />�.■■■■■■I■I. <br />8 0- <br />PET <br />�. <br />. <br />PROVIDE <br />PROTECTION <br />WHEN REQUIRED <br />PER FBC1 <br />TYP @ <br />GARAGE <br />OPENING <br />nrR.17.2� <br />MAIN <br />� <br />p <br />■■ <br />■■■■�;M!APPLIANCE <br />1I <br />■ <br />�11[]IIIIIIIIIIIIIIIC���IIIIIIIIIIIIIIIII[]IIIIIIIIIIIIIIIIC]IIIi1111111111111[7IIIi111111111111C]IIIIIIIi111111111[]IIIi111111111111❑111111��1�11111::IIIIIIIIIIIIIIIIIIII! <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=2600 PSI <br />H6 <br />(2) -1 3/4" X 91/4" <br />LVL 2.0E Fb=2600 PSI <br />H7 <br />(2) -1 3/4" X 16" <br />LVL 2.0E Fb=2600 PSI <br />H8 <br />(2) -1 3/4' X 7 1/4" <br />LVL 2.0E Fb=2600 PSI <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 } X 25 4 <br />S.H. <br />13 <br />20 X 38 j <br />18 } X 37 i <br />S.H. <br />14 <br />20 X 50 j <br />18 1 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 i <br />S.H. <br />16 <br />20X72 <br />18jX71} <br />S.H. <br />11-12 <br />271/4X26 <br />26X254 <br />S.H. <br />11-13 <br />271/4X381 <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 501 <br />26 x 50 <br />S.H. <br />1 H5 <br />27 X 63 <br />26 X 62 1/2 <br />S.H. <br />11-16 <br />27 X72 <br />26X711/2 <br />S.H. <br />22 <br />37 X26 <br />364X251/2 <br />S.H. <br />23 <br />37 X 38 <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 X 50 <br />36 j X 50 <br />S.H. <br />25 <br />37 X 63 <br />36 X 62 1/2 <br />S.H. <br />26 <br />37 X 72 <br />36 X 71 112 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73j 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 j X 37 j <br />S.H. <br />34 <br />54 X 501 <br />524 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 71 4 <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 />TIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <br />General Notes <br />R302.5 Dwelling/Garage Opening/Penetration Protection. <br />Opening and penetrations through walls or ceilings separating the <br />dwelling from the garage shall be in accordance with sections <br />R302.5.1 through R302.5.3. <br />R302.5.1 Opening Protection. Openings from a private garage <br />directly into a room used for sleeping purposes shall not be <br />permitted. Door between garage and residence shall be equipped <br />with solid doors not less than 1 3/8" in thickness, solid or <br />honeycomb -core steel doors not less than 1 3/8" thick, or <br />20-minute fire -rated doors. <br />R302.5.2 Duct Penetration. Ducts in the garage and ducts <br />penetrating the walls or ceilings separating the dwelling from the <br />garage 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 openings <br />into the garage. <br />R302.5.3 Other Penetrations. Penetrations through the separation <br />required in Section R302.6 shall be protected as required by <br />section 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 top of the sill of an operable window is <br />located less than 24 inches (610 mm) above the finished floor and <br />greater than 72 inches (1829 mm) above the finished grade or <br />other surface below on the exterior of the building, the operable <br />window shall comply with one of the following: 1.Operable <br />windows with openings that will not allow a 4-inch-diameter (102 <br />mm) sphere to pass through the opening where the opening is in <br />its largest opened position. 2. Operable windows that are provided <br />with window fall prevention devices that comply with ASTM F2090. <br />3. Operable windows that are provided with window opening <br />control devices that comply with Section R312.2.2. <br />Chapter 45 Private Swimming 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 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 />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 />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -36.4 <br />DE <br />+26.6 / -28.0 <br />�F <br />+26.6 / -32.2 <br />GO <br />SEE SN SHEET OH SEE SN SHEET <br />140 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 />1111111111111111 MASONRY HGT. .81 <br />TYP. 2x FRAME WALL <br />M1 B H.. <br />A BEARING WALL <br />S3 INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />55'-10" 1'4" T-10" REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />SYSTEM <br />65'-0" Vol <br />AREA TABULATION "B1" (TRB) <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 24 <br />TOTAL AREA 2376 <br />INSULATION REQ. <br />LOCATION I 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 />FLOOR <br />PLAN <br />ELEV-Bl <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 />1/ I GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />SCALE: 14 "=1 �-0" (GARAGE / LIVING) <br />00�i <br />rl "< E .o <br />• <br />N <br />•• <br />.• <br />L14 <br />ij��c�`(�� <br />J <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 0th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />N it <br />pp Cq7� � tp �np <br />C <br />ti <br />0 <br />MNN LL <br />M ^ # <br />:-,TV w <br />(ALL <br />N LL a.�j <br />N <br />CAI W <br />aicL ai�a <br />Z <br />13 <br />-00)rn 0 X O <br />9--'CS mmo <br />W <br />IL <br />C � <br />2 E T <br />D N pfn <br />Z <br />AQrnZ O j <br />060011 <br />W <br />z � <br />z <br />J (7 <br />fl N <br />(Al <br />z <br />U' u_ <br />0,,,4 <br />U <br />LU <br />0 <br />c � � <br />LM <br />co <br />M <br />ig <br />o <br />W <br />z <br />J <br />i o <br />� <br />yg; <br />d O <br />m <br />z <br />� <br />o <br />OG <br />%¢zz <br />DU <br />°W� <br />Wz <br />% L <br />�ra <br />Q o <br />m <br />C <br />ZZ <br />U <br />o <br />0 <br />Zz <br />Z <br />J <br />N <br />wva <br />�w <br />iz <br />O <br />Wa <br />CCL <br />8 <br />U <br />~� <br />LL <br />Mj <br />�i <br />zlq <br />OU <br />'d <br />J <br />L <br />.! <br />M <br />c <br />CD <br />co <br />J <br />N <br />^ <br />o <br />O <br />m <br />v <br />i <br />CO <br />c <br />._ <br />T <br />z o <br />co <br />O <br />T <br />' Q <br />M <br />CV) <br />d <br />z <br />E <br />y <br />>v <br />a <br />U <br />Q <br />JOB <br />NO: <br />20-2744 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />