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- ". " <br />0 <br />O <br />H.B. <br />O <br />A O <br />25-HS3 <br />EGRESS <br />E2GRESS <br />11111111111111=1111C71�1111111=11111111111111=11111111111111=11�II�IIIIIIIIIIC]1=111111111111111111=11111111111111111=��� <br />C]1111111=11111111111111111=1111i1'111111111=11111111111111IAs <br />• -16" <br />DEEP <br />M <br />A <br />O- •-r_=l <br />CARPETO <br />- <br />= <br />ra ri <br />:.-.. <br />1 <br />1 <br />.. <br />.�. <br />� <br />• <br />BEDROOM <br />0 <br />. <br />■ <br />I) 16 I <br />(I 1.8 B.F.II <br />1 2-1 <br />'IIIIIIIIIIII�C71l�IIIIIIIIIC]11111111111_. <br />n <br />1 <br />Cn <br />LO <br />1 -1CID <br />STORY! ■ <br />LJ <br />- <br />FAMILY <br />CARPET <br />c <br />In <br />- <br />_ <br />'D <br />■hi <br />11 <br />Illllllllll�lll�lil�- <br />-nWALLS <br />-- <br />LiIN'I <br />d <br />EDGE OF SLAB 2" <br />• • <br />1 1. <br />NOTE: FINISHED <br />TO BE <br />FLUSH. VERIFY IN <br />- <br />�u <br />•- . <br />� <br />AfflA:::�8%ff&rLrLmm <br />© <br />•�■ <br />��h�1 <br />:• <br />THRU/--DRYERROO VENT <br />Imp <br />QCO uJCna <br />. <br />rod <br />I I <br />- - <br />1 <br />07. <br />�IIC]IIIIIIIIIIIIIIIC��a�1111111111111111C71111111111111111❑IIIi1111111111111C]IIIi111111111111C]IIIIIIIi111111111[]IIIIi���111111111[]IIIIIIIIIIIIIi11=IIIIIIIIIIIIIIIIIIII-_'. <br />OWNER'S SUITE <br />8'-0" CLG. <br />... ■■■■ <br />V-101" CLG. <br />CARPET <br />1 <br />BUILDER TO PROVIDE <br />APPLIANCE PROTECTION <br />WHEN . <br />REQUIRED <br />ELECTRICAL PANEL <br />. <br />- o•- <br />■ <br />f-1 <br />VERIF METER <br />LOCATION WITH <br />BUILDER <br />15'-0" <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/ 112" <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 71/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" <br />Follow Q/S4. See Plan for <br />RAG <br />FLITCH PLATE <br />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 />18}X25} <br />S.H. <br />13 <br />20 X 38 J <br />18 4 X 371 <br />S.H. <br />14 <br />20X501 <br />18JX50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 J <br />S.H. <br />16 <br />20X72 <br />18JX714 <br />S.H. <br />1H2 <br />271/4X26 <br />26X25� <br />S.H. <br />1H3 <br />271/4X38J <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 50 1 <br />26 x 50 <br />S.H. <br />11­15 <br />27JX63 <br />26X621/2 <br />S.H. <br />11­16 <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 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 501 <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 WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J 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 J <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 � <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 />FLOOR PLAN - ELEV-Al <br />SCALE: Y4'=1'-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 <br />Openings from a private garage directly into a room used for <br />sleeping purposes shall not be permitted. Other openings between <br />the garage and residence shall be equipped with solid wood doors <br />not 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 />R302.5.2 Duct Penetration <br />Ducts in the garage and ducts penetrating the walls or ceilings <br />separating the dwelling from the garage shall be constructed of a <br />minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid <br />nonmetallic class 0 or classl duct board, or other approved <br />material and shall not have openings into the garage. <br />R302.5.3 Other Penetrations <br />Penetrations through the separation required in Section R302.6 <br />shall be protected as required by section R302.11, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated as required by Table R302.6. <br />Openings in garage walls shall comply with Section R302.5. <br />Attachment of gypsum board shall comply with Tab;e R702.3.5. <br />The wall separation provisions of Table R302.6 shall not apply to <br />garage walls that are perpendicular to the adjacent dwelling unit <br />wall: <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 />Indwelling 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 <br />Outdoor swimming pools shall be provided with a barrier <br />complying with R4501.17.1.1 through R4501.17.1.14. <br />M1507.2 Re -circulation of Air <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />re -circulated within a residence or to another dwelling unit and <br />shall be exhausted directly to the outdoors. Exhaust air from <br />bathrooms and toilet rooms shall not discharge into an attic, crawl <br />space or 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 />A -A <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />�D <br />+28.3 / -37.0 <br />O <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />O <br />SEE SN SHEET O 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 +29.7 / -39.7 <br />WALL LEGEND <br />1111111111111111 - .: 1 <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 />ENTRY 20 <br />TOTAL AREA 2372 <br />PATIO <br />INSULATION REQ. <br />23 <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 <br />(GARAGE / LIVING) <br />I R-11/R-13 KRAFT FACED <br />N <br />M <br />tl 4 0 <br />AC2 <br />cV <br />W <br />�ccm; <br />.. w o.. <br />f0 cm r <br />y - ' V4 t <br />y - C2 fC <br />Q Y <br />jN <br />o> <br />5. E s c <br />CC m <br />3 `- <br />y.'y u d <br />.� c c <br />T <br />a <br />_ E <br />R o <br />a � <br />r <br />✓•�• <br />J `� 'ram <br />_�� <br />iz- <br />rr�i'eltl��` <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th 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 />oA <br />W <br />o 8 <br />C <br />W 5Lo <br />W �CNv <br />Q C J LL W <br />Z -v a <br />m c <br />O <br />W O <br />m <br />LU <br />t) Cl)Z¢ <br />IL Z i(10 <br />0 <br />N OU y <br />Z <br />V M <br />z <br />z � <br />- N <br />V)^'z <br />4 N <br />- iy e <br />•U <br />O -� <br />W g <br />V) c <br />�r <br />ro � in <br />U � <br />L.1.J J <br />r s <br />z <br />U <br />c ID <br />a � <br />• <br />N <br />�w <br />z <br />M <br />p� <br />Z¢ <br />LL <br />E <br />oLL <br />Z® <br />Q <br />E <br />r_ <br />wo <br />08 <br />w <br />11 <br />�O <br />r, <br />z <br />�i <br />C. <br />ado <br />I z <br />� <br />,-�, <br />FZ <br />mf <br />0 <br />Zz <br />zSOY <br />J <br />�x <br />�m <br />>z <br />f o wl <br />3 <br />�w <br />o2 <br />?o <br />U <br />W <br />a <br />U 1 <br />10 <br />Tr <br />�k <br />sLL <br />� <br />� <br />a <br />� ° <br />J <br />a <br />'mod' <br />zIa <br />� 3 <br />in <br />>� <br />J <br />L <br />`O120 <br />a <br />� COO <br />M <br />CT <br />Y <br />_xCD <br />m <br />LO <br />QI <br />O N <br />o <br />04 <br />... <br />O <br />L0T <br />ai <br />E <br />� CD <br />Z <br />Z <br />E IT- � <br />E <br />`m <br />a <br />v ¢ o <br />� <br />JOB <br />NO: 22-06469 <br />SCALE : AS NOTED <br />SHEET NO. <br />1 <br />