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I <br />_ 2' _ j is -3 <br />w �o <br />�w <br />MO O <br />W <br />W <br />J <br />T Q <br />N> <br />20'_��� <br />J 3L <br />V <br />� <br />,� <br />I <br />1 <br />I <br />Y <br />2,_ �� <br />CO <br />2'-4' <br />I <br />I <br />- <br />ILE <br />SINKwl <br />ISP <br />2�_ <br />v <br />/ ` <br />■ / / I °° <br />AC PAD <br />/ I <br />P NT Y =w <br />rn W <br />FLAT L �,� <br />5-SH <br />16" DEEP <br />M�� <br />^ <br />t t <br />ro <br />00 eo <br />d <br />1 °a <br />1 <br />2" <br />1 <br />I <br />00 <br />°' <br />TYP @ 1 <br />STORY <br />A <br />S3 <br />TIE <br />N <br />I <br />I <br />I FIBERGLASSo, <br />I SURROUND • N <br />1 <br />36 36 <br />--_- ___ <br />O r <br />H Bt EGRESS EGRESS <br />A <br />O S3 O <br />15'-10" <br />HEADER SCHEDULE <br />SIZE <br />REMARKS <br />KHEADER <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <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 9 1/4" <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 />R.A.G. (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <br />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 />184X25� <br />S.H. <br />13 <br />20X381 <br />18JX37i <br />S.H. <br />14 <br />20 X 501 <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 � <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />1H2 <br />271/4X26 <br />26X25j <br />S.H. <br />111-13 <br />271/4X38 <br />26x371 <br />S.H. <br />11-14 <br />27jX50j <br />26x50 <br />S.H. <br />11­15 <br />27JX63 <br />26X621/2 <br />S.H. <br />1H6 <br />27JX72 <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 3/4 <br />S.H. <br />24 <br />37 j X 50 j <br />36 J X 50 <br />S.H. <br />25 <br />37 jX 63 <br />36 X 62 112 <br />S.H. <br />26 <br />3711 X 72 <br />36 X 71 1/2 <br />S.H. <br />DOUBLE 2 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 j X 37 j <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 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 />FIRST FLOOR PLAN - Al <br />SCALE: /4r=1 r-0" <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 />DA <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 />O <br />+26.6 / -28.0 <br />O <br />+26.6 / -32.2 <br />GO <br />SEV;Z4"" <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 />I -44.8 <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 "A1" <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 20 <br />TOTAL AREA 2372 <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 SAVE) <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />1 WFizzi[c2,/G7ffia191-0•T1-01 <br />a <br />Q <br />M <br />N <br />z o <br />S <br />z a <br />v <br />J M <br />� N <br />E3 <br />z <br />'O <br />n' V^ <br />W <br />CAi Y <br />fC3 "-' <br />U � ¢ <br />'�• <br />w <br />In C�_- E <br />o <br />� � <br />�- T 8 <br />I <br />S 0 8 <br />U o y <br />O ID <br />° <br />0 <br />Q C m <br />�m <br />N <br />� � W <br />yy # <br />Z <br />FQ:=Jc988 w w <br />W - ai j��♦�4}��i((� p a <br />Q us <br />Z <br />Z <br />a . ^_ <br />_PC <br />E <br />LL <br />�,'4� off <br />'d' "14 <br />r <br />• v b rip l <br />✓ J y <br />Li. <br />p <br />'• cj `tom <br />To the best of the Engineers knowledge, informat on and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />o <br />M <br />Z <br />a� <br />W <br />z <br />14E <br />CLo <br />wo <br />o� <br />}m <br />a� <br />z® <br />oa <br />U <br />r <br />f 6 <br />Ki <br />,O <br />U <br />O E <br />N <br />J0 <br />ap <br />�o <br />¢ <br />a <br />¢� <br />L <br />r6 <br />_ <br />(n <br />_ <br />Z <br />Zz <br />Y <br />U <br />' 0 <br />O <br />Z <br />N J <br />Jm <br />o <br />�w <br />Q W <br />gm <br />go <br />0 <br />a <br />C=>CID <br />azC z <br />Y <br />w <br />~ <br />� � <br />a= <br />a <br />0 <br />01 <br />3 <br />c O <br />L <br />LO <br />.i <br />O <br />O <br />,.� <br />O <br />CL <br />co <br />-C <br />o U <br />II1 m <br />3 <br />r <br />"0 o p� <br />I- <br />LO <br />T <br />= Li') rn N <br />r <br />(1) <br />M N <br />3 0 <br />o <br />Z <br />m <br />z <br />C <br />y <br />O <br />E <br />f0 <br />C <br />a. <br />V J ¢ <br />J <br />JOB <br />NO: 19-5892 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.0 <br />