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3 <br />F- <br />i <br />0 <br />N <br />0 <br />rn <br />0 <br />I <br />0 <br />J <br />C> <br />0 <br />LO <br />S <br />0 <br />LO <br />O <br />I <br />N <br />/ <br />d <br />O <br />cn <br />0 <br />Q <br />CD <br />0 <br />I <br />0 <br />J <br />0 <br />ra <br />0 <br />I <br />0 <br />1.0 <br />L0 <br />0 <br />1 <br />N <br />O <br />0 <br />/ <br />Y <br />o` <br />3 <br />a <br />N <br />0 <br />v <br />a <br />F-� <br />0 <br />O <br />C <br />c <br />J <br />N <br />N <br />0 <br />0 <br />U <br />U <br />O <br />a <br />U <br />a <br />z <br />Y <br />i <br />c <br />0 <br />.o <br />0 <br />J <br />LZ <br />N <br />cV <br />N <br />O <br />46 <br />cm <br />0 <br />a <br />CV <br />O <br />N <br />O <br />LO <br />iv <br />0 <br />0 <br />z <br />0 <br />w <br />m <br />cn <br />100 <br />10 <br />201-0'1 <br />6-8" <br />1'-4" 54" <br />T-4" <br />- n <br />/ II <br />/ II <br />TYP. @ <br />TREAR <br />0o <br />60 <br />DOOR LOCATION <br />I I FOR OPTIONAL <br />I I SCREENED LANAI <br />LANAI <br />9'-4" CLG. <br />II CONCRETE <br />I I <br />I I <br />II <br />6'-0" <br />II <br />II <br />II O <br />f�1 <br />801.0'1 <br />201-01' 201-011 <br />3'-8" 15'-4" d'-0" '-0"1, 15'4" <br />071 IIYIC rV L <br />COMP. COMP. II 11 COMP. COMP. <br />O ( O <br />?) 39"x59" SH I II I II �1 <br />(2) 39"x59" SH <br />DOOR LOCATION DOOR LOCATION <br />FOR OPTIONAL FOR OPTIONAL <br />LANAI SCREENED LANAI o T.O.M.9'-4" o SCREENED LANAI LANAI <br />9'4" CLG. 'o T.O.M.18'-8" zo 9'-4" CLG. <br />CONCRETE CONCRETE <br />1 V-2" it8'-2" 8'-2" 11'-2" <br />1 <br />6080 S.G.D. O 0 6080 S.G.D. <br />----- 4-SH r <br />LIVING �---- M M 4-SH ----- ---- i LIVING <br />9' 4" CLG. I REF REF I PW01 9' 4"CLG. <br />CARPET I 2668 2668 D1 CARPET <br />B.F. B.F. <br />7'-34 3' 0 go-, g'_04' 3' 0 7'_34' TYP. <br />1 Z KITCHEN A DINING DINING Al KITCHEN z I <br />N OI I < 9'-4" CLG. A2 10 9' 4"CLG. 9' 4" CLG. 10 A2 9' 4"CLG. I lO N <br />I TILE 10 TILE TILE 10 TILE I <br />A3 N N A3 <br />PWO1 1 10 00 80 10 1 <br />201-011 <br />6-8" <br />T-4" 5' 4" 1'-4. <br />TYP. @ <br />REAR 55 rr - <br />II � <br />II � <br />II �, <br />LDOOR LOCATION <br />FOR OPTIONAL I I <br />SCREENED LANAI I I <br />LANAI <br />9'-4" CLG. I I <br />CONCRETE II <br />II <br />II <br />II <br />6'-0" <br />II <br />II <br />� II <br />O II <br />INSULATION REQUIREMENTS <br />WALL LEGEND <br />8'-8" TOP OF MASONRY WALL <br />(GARAGE) <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONICWALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />9'-4" TOP OF MASONRY WALL <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 />18'-8" TOP OF MASONRY WALL <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />-2HOLIR FIRE RATED SEPARATION <br />WALL <br />44" TOP OF MASONRY WALL <br />BOTAFT <br />TOM SI EHOF DEICK NER NGBOVE TO <br />WINDOW SCHEDULE <br />R.O. CMU R.O. FRAME <br />SIZE (Flange) (Fin) TYPE <br />4 <br />q <br />co <br />-2HOLIR FIRE RATED SEPARATION <br />WALL <br />-18'-8" TOP OF MASONRY WALL, W/ <br />SHAFT LINER ABOVE TO BOTTOM <br />SIDE OF DECKING <br />12 <br />20 x 26 <br />18 4 X 25 <br />S.H. <br />13 <br />20X38j <br />184X37j <br />S.H. <br />14 <br />20 X 50 j <br />184X 50 <br />S.H. <br />-2HOLIR FIRE RATED SEPARATION <br />WALL <br />-20'-0" TOP OF MASONRY WALL, W/ <br />SHAFT LINER ABOVE TO BOTTOM <br />SIDE OF DECKING <br />15 <br />20 X 63 <br />18 4 X 62 4 <br />S.H. <br />16 <br />20X72 <br />1871 X712 <br />s•H. <br />11-12 <br />27 1/4 X 26 <br />26 X 25 } <br />S.H. <br />o0 <br />N <br />iH3 <br />27 1/4 X 38 j <br />26 x 37 <br />S.H. <br />TYP. INTERIOR WALL <br />1 H4 <br />27 j X 50 j <br />26 x 50 <br />S.H. <br />BEARING WALL <br />11-15 <br />27jX63 <br />26x621/2 <br />S.H. <br />11-16 27jX72 26X711/2 S.H. <br />J22 37 4 X 26 36 j X 25 1/2 S.H. <br />DINING <br />Di <br />SINK DW <br />DW SINK <br />I <br />I <br />DINING <br />= <br />rn <br />o� <br />9' 4"CLG. <br />TILE �� <br />TYP. <br />I <br />I <br />L---� <br />o <br />0� <br />o <br />F - - l <br />1 1 <br />I I <br />F <br />1 1 0 0 <br />I I <br />I <br />r--- <br />m <br />TILE CLG. <br />TILE <br />23 <br />24 <br />37 J X 38 i <br />36 j X 37 3/4 <br />S.H. <br />S.H. <br />37 j X 50 <br />36 j X 50 <br />LO <br />o> <br />N <br />I <br />------ L - - - J <br />_-_--� <br />L-_-_--J <br />E----- --- <br />I <br />N <br />T <br />x <br />25 <br />S.H. <br />37 X63 <br />36 X621/2 <br />N <br />26 <br />37 X 72 <br />36 } X 71 1/2 <br />S.H. <br />3'-44„ <br />5'-10" <br />10'-14' <br />10'-14 <br />5'-10" <br />3' 44 <br />DOUBLE 2 WIDE <br />75" TALL <br />73 4 WIDE <br />S.H. <br />8'-84„ <br />'-104" <br />2' 3" 3,_92„ <br />- <br />g'_g"' 2, 3,. <br />4'-1 <br />8,_8a" <br />0 <br />0 <br />32 <br />54 X 26 <br />52 7 X 25 2 <br />S.H. <br />17R <br />17R <br />`r <br />- <br />N <br />33 <br />54 X 38 <br />52 X 37 <br />S.H. <br />- <br />N `" <br />------------ <br />--UP-- - <br />1 = <br />PW01 <br />L--------------- <br />00 <br />N <br />34 <br />54 X 50 i <br />52 j X 50 <br />S.H. <br />j --UP-- <br />-------------_-_-_� <br />- - <br />L <br />°� <br />35 <br />54 X 63 <br />52 X 62 j <br />S.H. <br />I <br />oo <br />TYP. <br />00 <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 />O <br />+26.6 / -29.1 <br />�F <br />+26.6 / -33.5 <br />GC� <br />SEE SN SHEET HC� 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 />+29.7 / -39.7 <br />I -- -- -- -- 36 54X72 52}X71 S.H. <br />I LIVING LIVING -- - L--- I HEADER SCHEDULE <br />55 I SINK DW GG _ - - - - S3M 9' 4"CLG. 9' 4"CLG. S3M - - - _ GG pW SINK I 55 39X59 40 X 59 N/A S.H. <br />S3M - - - - S3 CARPET CARPET S3 - - - - S3M <br />D1 B1 r` DOUBLE 39X59 79 X 59 N/A S.H. <br />= B1 MARK HEADER SIZE REMARKS <br />- - 4068 0 10 w I <br />OI it) z KITCHEN Ba 10 ;�, 4B68 ----- __ T -- -- ----- B.F. Bz KITCHEN c� 110 AREA TABULATION (1666) H1 (2)-2X6#2SYPW/1/2" <br />O FLITCH PLATE <br />9' 4"CLG. B3 b> - - - _ - - - 1ST FLOOR LIVING AREA 674 <br />O TILE 10 _ _ - - � � - - - - a, BO 10 TILE CLG. � O <br />ID 2ND FLOOR LIVING AREA 992 H2 (2) - 2X8 #2 SYP W/ 1/2" <br />o FLITCH PLATE <br />LIVING TOTAL 1666 <br />- - - - - <br />O (2) - 2X10 #2 SYP W/ 1/2" <br />IJn � i REF x ----- -- -- -- -- ----- x REF 00 <br />� CO GARAGE 264 H3 FLITCH PLATE <br />----- ------------� ENTRY <br />ENTRY �------- ----- ----- <br />FRONT ENTRY 98 <br />9' 4"CLG. Y - - - - - - - - - - Y 9-4-CLG. (2) - 2X12 #2 SYP W/ 1/2" <br />CONCRETE o W - - - - - - - - - - W o CONCRETE LANAI 120 H4 FLITCH PLATE <br />in - - 0 in TOTAL AREA 2148 <br />H1 H1 -- -- <br />12'�" 6'-44" 4'-114" 2'-22' -- 3'-92" - - 3_92 " ' I AREA TABULATION (1787) H5 (2) - 1 b=2 X 11 1/4 LVL <br />-- 2'-22 4'-114 6'-4a 2'-4" o0 2.OE Fb=2950 <br />o? 1ST FLOOR LIVING AREA 759 <br />O C--- -- -- ___-_ I oo c0� 1- -- -- ---� OC I I H6 (2)-13/4"X91/4" <br />IN T.O.M 18'-8" - _ 6' - TO.M 18'-8" <br />- 2ND FLOOR LIVING AREA 1028 LVL 2.0E Fb=2950 <br />LO FOYER I I I T.O.M 20' 0" in LIVING TOTAL 1787 <br />T J 8 I I I 60 T F YER <br />1 1 I I I a ' FOYER FOYER ' Q 1 1 1 1 M <br />9'-4"CLG. _ _ - - - _ _ _ _ _ = 9'4"CLG. 2 - 1 3/4" X 16" <br />ap I 13068 TILE o0 17R I �y N i`v Z�0�01 I 17R TILE 3068 1 I oo H7 ( ) <br />3.0 ih UP I I I I o I 6'�p 9' 4" CLG. 9-4-CLG. R I m UP LVL 2.0E Fb=2950 <br />co cn `L x g o I I I I 1'-0" N GARAGE 265 <br />8 N TILE TILE I N �° 12 <br />(2) - 1 3/4" X 7 1/4" <br />- - - - - I I I I G8 I 3'�0'� - I I FRONT ENTRY 67 H8 LVL 2.0E Fb=2950 <br />(3) 2 X 4 #2 SPF (3) 2 X 4 #2 SPF TOTAL AREA 2131 <br />I - 6'-11" I 2 - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <br />STUDS w/ (3) 16d a a 2'-6" 7'-0" 7'-0" 2'-6" 6'-2" 3 8" STUDS w/ (3) 16d �� RAG () Bearing Wall Call Out When <br />= I �Ta TOENAILS BASE W.H. WH• °Q - oo W.H. W,H, TOENAILS BASE I = FLITCH PLATE <br />2668 r °� 1 °� 2668 I Straps are Required <br />I B•F• M BUILDER TO O BUILDER T O °' B.F. <br />I �* * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />PROVIDE BUILD R TO BUILDER T ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />APPLIANCE T.O,M.20'-0" PROV E PROVIDE P REQUIRED STUDS <br />PROTECTION T.O.M.18'-8" APPLI CE APPLIANCEpTMIA <br />o WHEN REQUIRED PROTECTION PROTECTIONPRO <br />PER FBC WHEN REQUIRED to CD WHEN REQUIRED WHEN RE <br />General notes <br />�o 0 o WHEN REQUIRED B6 L° 66 PER F C Cl) Cl) PER FBC PER FBC <br />10 10 1. R302.6 (Table 302.6) If water based ceiling texture material is used, <br />GARAGE GARAGE _ Provide 1/2' gypsum board for 16" O.C. Framing, or 5/8" gypsum <br />POWDER s' 4" CLG. GARAGE GARAGE 9' 4"CLG. POWDER board for 24" o.C. Framing. Note 1/2' sag -resistant gypsum board <br />CONCRETE CONCRETE may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" sum board <br />0 9'-4" CLG. 9'-4" CLG. 9'-4" CLG. 9'-4" CLG. YP 9YP <br />TILE CONCRETE 3'-2" 3'-2" 3'-2" 3'-2° CONCRETE TILE must be installed on garage ceiling beneath habitable room(s). <br />�Ta PW01 0 o PW01 --� 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts <br />°' D1 N ENTRY ENTRY N D1 °' penetrating the walls or ceilings separating the <br />TYP TYP. T dwelling from the garage shall be constructed of a minimum No. 26 <br />O 1 H4-SH 9'-4" CLG. 9'-4" CLG. - 1 H4-SH O <br />APPLIED B o co 00 _ _ _ _ _ _ _ _ _ _ _ o APPLIED gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class <br />r---------------7 r-_ -------------- CONCRETE CONCRETE r-- -, r--------- ------- <br />STONE 1 I I `O I a 1 `0 I I I STONE 0 or classl duct <br />4' 4" 2'-0" I I I I I I I I 2 -0 4 4 board, or other approved material and shall have no openings into <br />I I I I I I I I the garage. <br />I I I I I I I I <br />I I I I I I I I <br />I I I 1 I I I I 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 />I I PW01 I I I I rated door. <br />I TYP. @ K I I I D1 I I I K TYP. @ I 4. R302.7 Any accessible space under a stairway shall be protected <br />I GARAGE 1 1 I I 1 1 GARAGE I with 1/2" gypsum <br />I JAMBS S4 I I I TYP. I I I JAMBS board. <br />T.O.M. 18'-8" 9'-4" CLG J_ _ _ _ I I I 1 _ _ _ _ _ 4" CLG. T.O.M. 18'-8" <br />T.O.M.8'-8"�CZGf ----- I I I I I I �'�� T.O.M. 8'-8" <br />o - - - - - - - - - - - - - - - - - - - - 0 5. All doors and windows providing direct access from the home to the <br /><V - - - - - --------- ------------- z- - - - - - - - <br />----- - - - - - - - - - <br />----- CV pool shall be equipped with an exit alarm complying with UL2017 <br />- - - - ---------------- - - - - - - - - - - - - - - - - - that has a minimum sound pressure rating of 85 db a at 10 feet. The <br />8070 O.H. ( 8070 H. O SYM I RICAL O 807C H. I 8070 O.H. exit alarm shall produce a continuous audible warning <br />OI I O 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 />3'-0" 8'-0" 2'-8" 2'-8" 8'-0" 2'-8" 4„ 4„ 2'-8" 8'-0" L& 2'-8" 2'-8" 8'-0" T-O" acceptable. <br />All <br />6'-4" 13'-8" 13' 4" 6'-4" 6'-4" 13'-4" 13'-8" 6'4" 7. R302.6 The garage shall be separated from the residence and it's <br />201-011 201-011 201-011 201-011 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 />801-011 habitable <br />40 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 />Q assembly, the structure supporting the separation shall also <br />(1 / V /% ) (1666) (1666) (1787) protected by not less than 1/2 inch (12.7mm) gypsum board or <br />CELL <br />D FILLED ELL LEGEND 8. R612.2 Window sills In dwelling units, where the opening of an <br />■ CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM 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 />1st FLOOR PLAN FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) 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 />SCALE: A"=V-0" ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) cannot pass <br />o <br />0 <br />cv <br />LO X <br />�t <br />` ;-D L <br />c cs s <br />rn <br />O c <br />Y <br />LO <br />a <br />o 0 <br />1 _ ,0 Uj <br />°'F're <br />> t r. <br />v <br />Cj <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 <br />Florida Building Code - <br />Residentlal 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 />W <br />v E <br />V <br />Q, <br />N <br />�0 <br />y0y <br />YI <br />r n � J <br />Q <br />M 0 2S # W <br />C .J Z LL W <br />LL <br />co LL 5 p <br />_ w <br />t �°o <br />°o <br />W <br />Co m w <br />OD <br />M Z Q J <br />J <br />;^ <br />N <br />O U * LO) <br />Z <br />W <br />❑ ❑ <br />0 <br />V M <br />o <br />z N <br />z o� <br />� <br />Q � <br />a <br />L%i <br />M <br />Z a <br />T <br />LLJ <br />V7 <br />c y <br />U <br />w <br />E <br />I• <br />8 <br />_ £ 0i <br />'I'..... <br />U ) N <br />Q Y <br />I_ <br />O <br />UD <br />J <br />a <br />Z <br />Cl) <br />z <br />o <br />Z <br />� <br />LA- <br />CI <br />zo <br />wo <br />>�`+ <br />ao <br />Q <br />2 O <br />Z® <br />oa <br />0 <br />Z <br />m <br />o E <br />N <br />K O <br />0a <br />az <br />¢o <br />U U <br />o¢ <br />aZ <br />N Li <br />¢o <br />0r <br />¢� <br />m� <br />U) <br />ICI <br />OUZ <br />N <br />a� <br />Z <br />J <br />m <br />" <br />Q W <br />� <br />N <br />a <br />oM <br />1 Z <br />gO <br />Q <br />LLa <br />m w <br />W <br /><2 <br />& <br />'oLL <br />a <br />3 <br />w <br />0? <br />c00 <br />D <br />a <br />�t <br />zIa <br />i; 3 <br />c <br />.c T <br />> M <br />Z <br />L <br />r <br />a' <br />0 <br />C <br />C.0 <br />00 <br />CO r <br />Q <br />O <br />r <br />O <br />c�fl <br />M <br />O <br />LO <br />II-- <br />N <br />L� <br />O <br />N <br />O <br />� <br />Q <br />M <br />LO <br />N <br />E <br />> <br />L0 <br />o <br />Z <br />E <br />`m <br />m <br />a <br />E <br />v -j <br />-o =? <br />Q o <br />c <br />c <br />JOB <br />NO: 22-05604-05601 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />