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E:i1116 <br />20'-011 1. 201-011 1. 201 011 1- 201-011 <br />16'-4" <br />liw <br />SYMM TRIO <br />AL <br />16'-4" <br />-8" <br />TYP. <br />5'-0" <br />6� <br />ti6 <br />I <br />CP <br />0 <br />W.I.C. <br />8'-0" CLG. <br />CARPET <br />INSULATION REQUIREMENTS <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 />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 />20 X 38 } <br />18 J X 371 <br />S.H. <br />14 <br />20 X 501 <br />18 JX 50 <br />S.H. <br />15 <br />20X63 <br />18JX62i <br />S.H. <br />16 <br />20X72 <br />18}X71j <br />S.H. <br />1 H2 <br />27 114 X 26 <br />26 X 25 <br />S.H. <br />1H3 <br />271/4X38 <br />26x371 <br />S.H. <br />1 H4 <br />27 } 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 } X 25 1/2 <br />S.H. <br />23 <br />37 1 X 38 <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 1 X 50 <br />36 4 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 } 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 j <br />S.H. <br />33 <br />54 X 38 j <br />52 J X 37 i <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 } X 62 j <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 />AREA TABULATION (1666) <br />1ST FLOOR LIVING AREA 67 <br />2ND FLOOR LIVING AREA 99 <br />LIVING TOTAL 166 <br />GARAGE <br />FRONT ENTRY <br />LANAI <br />TOTAL AREA <br />2148 <br />AREA TABULATION (1787) <br />1ST FLOOR LIVING AREA <br />759 <br />2ND FLOOR LIVING AREA <br />1028 <br />LIVING TOTAL <br />1787 <br />GARAGE <br />265 <br />FRONT ENTRY <br />12 <br />LANAI <br />67 <br />TOTAL AREA <br />2131 <br />J T M MC 1 I'l ltrNL <br />()1787(1666)FILLED CELL LEGEND <br />■ CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM <br />2nd FLOOR PLAN <br />SCALE: &=V-0" <br />® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) <br />® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) <br />WALL LEGEND <br />8'-8" TOP OF MASONRY WALL <br />(GARAGE) <br />9'-4" TOP OF MASONRY WALL <br />18'-8" TOP OF MASONRY WALL <br />-2HOUR FIRE RATED SEPARATION <br />WALL <br />-9'-4" TOP OF MASONRY WALL <br />(LANAI) , W/ SHAFT LINER ABOVE TO <br />BOTTOM SIDE OF DECKING <br />-2HOUR FIRE RATED SEPARATION <br />WALL <br />-18'-8" TOP OF MASONRY WALL, W/ <br />SHAFT LINER ABOVE TO BOTTOM <br />SIDE OF DECKING <br />-2HOUR FIRE RATED SEPARATION <br />WALL <br />-20'-0" TOP OF MASONRY WALL, W/ <br />SHAFT LINER ABOVE TO BOTTOM <br />SIDE OF DECKING <br />TYP. INTERIOR WALL <br />BEARING WALL <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />OA <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 />Q),+26.6 <br />/ -33.5 <br />GO <br />SEE SN SHEET u 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 />HEADER SCHEDULE <br />MARK HEADER SIZE REMARKS <br />H 1 (2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H2 (2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H3 (2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H4 (2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 (2) -1 3/4" X 11 1/4 LVL <br />2.0E Fb=2950 <br />H6 (2) - 1 3/4" X 9 1/4- <br />LVL 2.0E Fb=2950 <br />H7 (2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br /><e>(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 />RAG 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 />notes <br />1. R302.6 (Table 302.6) If water based ceiling texture material is used, <br />Provide''/z" gypsum board for 16" O.C. Framing, or 5/8" gypsum <br />board for 24" o.C. Framing. Note 1/2" sag -resistant gypsum board <br />may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board <br />must be installed on garage ceiling beneath habitable room(s). <br />2. R302.5.2 Duct Penetration. Ducts in the garage and ducts <br />penetrating the walls or ceilings separating the <br />dwelling from the garage shall be constructed of a minimum No. 26 <br />gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class <br />0 or classl duct <br />board, or other approved material and shall have no openings into <br />the garage. <br />3. R302.5.1 Door from garage into house must be a minimum 1 3/8" <br />solid wood door, solid or honeycomb steel door, or 20 minute fire <br />rated door. <br />4. R302.7 Any accessible space under a stairway shall be protected <br />with Y2" gypsum <br />board. <br />5. All doors and windows providing direct access from the home to the <br />pool shall be equipped with an exit alarm complying with UL 2017 <br />that has a minimum sound pressure rating of 85 db a at 10 feet. The <br />exit alarm shall produce a continuous audible warning <br />when the door or window are opened. <br />6. Bathroom exhaust fans must vent to the exterior of the building, <br />exhaust to attic space and soffits is not <br />acceptable. <br />7. R302.6 The garage shall be separated from the residence and its <br />attic by not less than 1/2-inch(12.7mm) gypsum board applied to the <br />garage side. Garage beneath rooms shall be separated from all <br />habitable <br />rooms above by not less than 5/8 inch (15.9mm) type X gypsum <br />board or equivalent. Where the separation is a floor -ceiling <br />assembly, the structure supporting the separation shall also <br />protected by not less than 1/2 inch (12.7mm) gypsum board or <br />equivalent. <br />8. R612.2 Window sills In dwelling units, where the opening of an <br />operable window is located more than 72 inches (1829 mm) above <br />the finished grade or surface below, the lowest part of the clear <br />opening of the window shall be a minimum of 24 inches (610 mm) <br />above the finished floor of the room in which the window is located. <br />Glazing between the floor and 24 inches (610 mm) shall be fixed or <br />have openings through which a 4-inch-diameter (102 mm) sphere <br />cannotpass <br />o <br />CrLm <br />N cu U- 0 <br />cv <br />ca o ca <br />L 0 <br /><. O <br />0 <br />0) 0 <br />y Ly- %Q� <br />Y� <br />�fa�o.o <br />� L <br />- ow <br />>>;L +- <br />Q9,0 W/V. / PJJt <br />\q• <br />C. <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 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />F o E <br />8 <br />Q0 <br />v ' a0 93 N $ <br />0GoLo <br />0) 6 <br />N O qp U. <br />6 - v <br />Q C <br />J LL W <br />� JLLU- w a <br />Z r S- a <br />�4�_ <br />WN�°,rn m w <br />Z 00 <br />L N Z Q <br />N <br />OU U <br />W UU) <br />z <br />Z <br />J <br />a <br />z <br />Jc' LL <br />+� N <br />W <br />� a <br />'V) <br />(DU <br />O W 8 <br />N <br />W � <br />t <br />zIY <br />Q � � <br />r• Q <br />N CD <br />o <br />w <br />M <br />Ch <br />w <br />O <br />Z <br />6 <br />Q <br />U_ <br />O <br />E <br />zo <br />so <br />��z <br />>i <br />zb® <br />❑a <br />N U <br />~ (Q <br />U <br />so <br />Z <br />o � <br />a� <br />w� <br />�S <br />W0 <br />� <br />- <br />� <br />� <br />y0 <br />ma <br />10 <br />yQ� <br />ZCl)CYZ� <br />J7 <br /><'s0 <br />20 <br />U) <br />N <br />ga <br />aU <br />W <br />� S <br />¢' <br />N W <br />�Q <br />z <br />(7 F <br />= <br />IIIIIIIIII' <br />V <br />co <br />a <br />o T <br />B <br />m <br />c� <br />H <br />CU <br />00 <br />T <br />0 <br />Q <br />T <br />CID <br />� <br />O <br />.2 <br />� <br />Q <br />+_0 <br />CV <br />F- <br />'' <br />O <br />O <br />� <br />N <br />M <br />Q M <br />r <br />T- <br />LO <br />0 <br />o <br />Z <br />M <br />Z <br />:3 H <br />E 4 <br />c <br />C <br />cc <br />a <br />E v 01 <br />v ¢ o <br />C <br />JOB <br />NO: 22-05614-05611 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />