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O <br />TYP @ 2 STORY <br />J <br />S6 <br />48'-6" <br />23'-6" <br />25'-0" <br />D2 <br />J TYP <br />@ 2 STORY <br />0 <br />H1 <br /><)S6SPF <br />D62 <br />D2 <br />2X4 #2 ALL <br />@O6BE <br />25 <br />SH <br />O.C. U.N.O. <br />I <br />EGRESS <br />I ERGLAS <br />8" 1 <br />11'-4" 1 <br />2 <br />" <br />12Z" <br />S RROUND <br />2' <br />" <br />1 <br />14'-6" <br />w <br />BEDROO <br />5 u' <br />00 <br />�1 8 BEDROOM 4 <br />- <br />� <br />BEDROOM 2 <br />�� <br />8'-o FLAT cLu�. <br />j <br />8'-0" FLAT CLG. <br />j I <br />8'-0" FLAT CLG. <br />CARPET <br />I <br />CARPET <br />CARPET <br />TP I <br />cn <br />1 <br />j BAIT <br />LL <br />1 <br />8�4'F A-T-Q-G'- <br />n <br />ao <br />I °a <br />B �p E `1. <br />8 <br />d <br />1 <br />00 <br />-I - <br />0 <br />4 <br />1 <br />N <br />- L_ <br />Fo N <br />TP <br />jTP <br />�Ocoo" <br />C0 <br />ih <br />- <br />' 2668 <br />T-4" <br />3'-4" <br />T-0" 4'-2" <br />T-2" T-4" <br />3'-6" <br />5'-2" 2' 4" <br />°Q <br />12'-8" <br />" <br />N <br />I <br />2668 <br />2068 B.F. <br />LINEN <br />BEDROOM 3 <br />i <br />i TB -- <br />R&S <br />--__-- <br />r--- '1 <br />-� - j � <br />I <br />8'-0" FLAT CLG. <br />oR <br />-t.._. ��- gl <br />0 <br />w <br />X 3 <br />I I% I 1 <br />I I <br />I�/ I <br />1- <br />j <br />i <br />I <br />CARPET <br />U) <br />w <br />---! w <br />O BATH m <br />00 <br />" `� • <br />ca i I CY 1 i <br />°` , I �` I <br />- -C- - 8s8 <br />co <br />LL <br />W <br />8'-0" FLAT CLG. <br />,n` <br />I I ¢ 1 <br />114 <br />LAIU . - <br />00 00 <br />3'-0" <br />� <br />ao <br />00 <br />TILE <br />+- <br />T LE <br />I <br />' <br />k,LLI <br />t-+--i <br />26687 <br />W.I.C. 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N <br />j <br />- ---- <br />- - ----N <br />- J <br />HANSON BOX <br />R&S <br />@ 36" A.F.F. <br />- - - <br />2868 DRYER VTR <br />1U_ <br />OWNER'S SUITE <br />+42°SLOPING <br />LOFT <br />HALF WALL <br />00 <br />O <br />X <br />8'-0" FLAT CLG. <br />8'-0" FLAT CLG. <br />CARPET <br />- -- - <br />CARPET <br />---'------- <br />-----� I <br />. <br />% <br />TYP @2STORY <br />I <br />-----4 116 <br />-- i t <br />o <br />J <br />S6 <br />;� <br />51 5 <br />II <br />ac <br />I <br />- - <br />6 1 4 <br />`a I <br />A <br />O <br />w <br />- 711 3 <br />= <br />cn H1 <br />81 12 II <br />10 <br />II <br />D2 <br />2 <br />-2 " <br />3'-72" <br />II <br />3'-11" <br />14'-3" <br />I <br />J TYP @ 2 STORY <br />1 <br />3 <br />S6 <br />8 <br />3 <br />D2 <br />D2 <br />42'-0" <br />6-0" <br />" <br />48'-6" <br />TYP @ <br />CORNERS <br />U.N.O. <br />0 <br />4 � <br />D2 <br />U O <br />uo <br />N H1 <br />CO3 <br />7.1 00 <br />in <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 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 />18JX25i <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 />20 X 63 <br />18 J X 62 4 <br />S.H. <br />16 <br />20X72 <br />18}X71J <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />1 H3 <br />27 1 /4 X 38 i <br />26 x 37 1 <br />S.H. <br />1 H4 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />iH5 <br />271X63 <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 4 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 4 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 4 X 62 1/2 <br />S.H. <br />26 <br />37 J 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 � 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 501 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 } <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 />SECOND 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 />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 <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 flr. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />AA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />�F <br />+26.6 / -33.5 <br />GC� <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 +29.7 / -39.7 <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 />FIRST FLOOR LIVING AREA 1324 <br />SECOND FLOOR LIVING AREA 1768 <br />LIVING TOTAL 3092 <br />GARAGE 496 <br />ENTRY 55 <br />TOTAL AREA 3643 <br />PATIO 24 <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 <br />(GARAGE / LIVING) <br />R-11IR-13 KRAFT FACED <br />l^� c <br />ar -n <br />� o <br />CS <br />U d� <br />C f9 C.., N <br />C LL Cl <br />O ► <br />N p N L <br />4M C7 r0 <br />4 r+ N Y <br />g iv <br />>rac•`=Q <br />N Q� <br />C E <br />eo 0 <br />n. u <br />0 <br />%` <br />s /Y F E 1 G• p,'�, <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 />rA <br />W <br />04 V Cb <br />W C N W <br />0 <br />fA �Mv � LL <br />Q <br />�LLLL a <br />Lu <br />Z r � o <br />o <br />m w <br />N M Z d J <br />Z LLW <br />Z OU U <br />W ❑❑ <br />z I <br />s <br />Q <br />cl- <br />r <br />V) z <br />v 0 <br />4-1 <br />(� w <br />w <br />� C d <br />ftS "- <br />U_ <br />E <br />- s <br />� <br />c Y <br />Q N Ol <br />w <br />Cl)C,:, <br />x <br />0 <br />E <br />E O <br />eg <br />a <br />�6 <br />CL <br />o <br />pp <br />COV <br />w0 <br />L4 <br />.T i <br />�o <br />ca <br />mg <br />�Y <br />OLL <br />zC <br />C� J <br />< b <br />i 2 <br />8 <br />° <br />U <br />az <br />W <br />v <br />O S <br />U � <br />O <br />L <br />.--.LO <br />Q <br />c� <br />CL <br />MO <br />cM <br />Y <br />r <br />0 <br />N <br />coLO <br />r <br />N <br />0) <br />LO <br />C <br />00 <br />C:)N <br />M <br />Q <br />Z <br />cEo <br />Z <br />c <br />E T <br />c <br />d <br />U <br />JOB <br />NO: 22-06470 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 <br />