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I H I. 11 1 11 1' II 1 1' 11 1_ _ I o+ 3 I `v n N O d Ln _o I O f0 0 0 1 CV N i N i c I 0 U) LO 0 I 0 J i N rn I O ,n 0 3 a N i a 0 CD c 1= i LZ 0 U v ID 0 UI i .o m a 0 0 17 N r 0 0 0 0- N 0 N N N S a> 0 cn 20'-0 6-8" 1'4" 54" T-4" TYP. @ EAR r -n 55 D1 II / II I I I DOOR LOCATION I I FOR OPTIONAL I I SCREENED LANAI LANAI I I 9'-4" CLG. AFF II CONCRETE 20'-0" 6'_8" JT Ivlt KI HL T-4" 5'-4" l'4' TYP. @ REAR COMP. COMP. -" " 1 COMP. COMP. 55 rr - � LL D / (2) 39 x59 SH - - - I / II ( II �1 D II - - - (2) -x59" SH - DOOR LOCATION DOOR LOCATION FOR OPTIONAL FOR OPTIONAL DOOR LOCATIc LANAI SCREENED LANAI 0 T.O.M.9'4' i o SCREENED LANAI LANAI FOR AI 9'-4" CLG. AFF (0O.M.18'-8" '� 9'-4" CLG. AFF SCREEENEDKED LA CONCRETE CONCRETE LANAI 0. id. 8'-2" 8'-2" 1 V-2" 9'-4" CLG. O I O CONCRETE 80 60•�.G.Q. - - - - 6080 S.G.D.LS --_-- 4-SH LIVING � ---- M � 4-SH - - - - - ---- i LIVING O 9'-4" CLG. I REF REF I PWo1 9'-4" CLG. AFF CARPET I 2668 2668 D1 CARPET B.F. B.F. 7'-3j' 3 0„ g' o-" g'_04" 3' O" 7'_334 TYP. 1 z KITCHEN A DINING DINING Al KITCHEN z I N OI I < 9'-4" CLG. A2 10 9' 4"CLG. 9' 4"CLG. 1 A2 9' 4"CLG. I I N I TILE 10 TILE _ TILE 10 TILE lO A3 `� N A3 PW01 I 10 °O o0 10 DINING D1 I SINK DW DW SINK 9' 4"CLG. TYP. I a� I l a TILE �� L---� O O I I O O r---J �Q? L - - -J L - - -J T-4j" _ " 10'-11" 10'-11" " 3'-43" 80'-011 20'-011 20'-0" •I C' All i' A" i' n', i C' All II II O II p II II cV I I , I I O DINING 9'4" CLG. 1 TILE I I`rn 1 fX I � I I nl . • I I&4 • • •'• •,f •w• •: HANDRAIL •w• •••, •• •• •• - • •; • • • i -- -- - - _ ® ` Il�■i m LIVING LIVING • g •; . . 'co - 1 1 �•• J N • • , • I ;��11111111 •;• ��• ' ' III 111 • '• ul •'• h •, rl c •,'• :: • lu MY FOYER iFOYER TILE TILE 1'111111:1-�1�) • • "^ 1 IN i •C A � - IN � �IIIIIII MFMMIN,!t .. 1 1 • !• • . TOENAILS @ BASE TOENAILS @ BASE 2668 . ,. t i� 1 PROVIDE - • i - • • - REQUIREDWHEN a. PROTECTION ��111111�I]I y�Il]IG71 lin]ICI]II IICI�IIIIGI�� - • ! I! • ll I .-• o PER FBC cOo o WHEN F(LUJIHLU WHEN REQUIRED 0 INSULATION REQUIREMENTS LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) 9'-4" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL 18'-8" TOP OF MASONRY WALL 2ND FLOOR ONLY. NO FIRST FLOOR BELOW. j -2HOUR FIRE RATED SEPARATION WALL 44" TOP OF MASONRY WALL ' WINDOW SCHEDULE (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING 12 20 X 26 18 j x 254 S.H. 13 20 X 38 j 184 X 374 S.H. 1a 20X50 18}X50 s.H. -2HOUR FIRE RATED SEPARATION WALL -20'-0" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING 15 20X63 18 jX62 j S.H. 1s 20 x 72 18 J X 714 S.H. 1 H2 271/4 X 26 26 X 25 j S.H. ap `50' 11-13 271/4X38j 26x371 S.H. TYP. INTERIOR WALL 1 H4 271 X 501 26 x 50 S.H. BEARING WALL 11-15 274X63 26X621/2 S.H. 11-16 27 X72 - 26X711/2 S.H. OPENING PRESSURES ENCLOSED - EXPOSURE "C" 22 37 x26 364X251/2 S.H. 23 37 X 38l) 36 4 X 37 3/4 S.H. O +29.7 / -32.2 © +29.7 / -39.7 24 37 X 50 j 36 4 X 50 S.H. © +28.3 / -30.8 O +28.3 / -37.0 25 37 1 X 63 36 4 X 62 1/2 S.H. O +26.6 / -29.1 O +26.6 / -33.5 26 37 J X 72 36 } X 71 1/2 S.H. GO SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES DOUBLE 2WIDE 75"TALL 73WIDE S.H. 32 54X26 52jX25j S.H. 33 54 X 381 52 J X 37 j S.H. 34 54 X 50 j 524 X 50 S.H. 35 54 X 63 524X 62 j S.H. SOFFIT DESIGN PRESSURE +29.7 / -39.7 36 54 X 72 52 } X 71 � S.H. HEADER SCHEDULE 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 1ST FAREA TABULATION (1666) LOOR LIVING AREA 674 2ND FLOOR LIVING AREA 992 LIVING TOTAL 1666 GARAGE 264 FRONT ENTRY 98 LANAI 120 TOTAL AREA 2148 AREA TABULATION (1787) 1ST FLOOR LIVING AREA 759 2ND FLOOR LIVING AREA 1028 LIVING TOTAL 1787 GARAGE 265 FRONT ENTRY 12 LANAI 67 TOTAL AREA 2131 MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE F 12 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 -- (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 - (2) - 1 3/4"b=2 X 11 1/4 LVL 2.0E F950 -- H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 -- H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG FIL - CSYP W/ 1/2" FLITCH PLATE ATE Follow Q/S4. See Plan for Bearing Wall Call Out When Straps are Required FY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND L-RE UIRED STUDS General notes B6 PER FBC 10 cr> cri PER FBC PER FBC GARAGE B6 10 1. R302.6 (Table 302.6) If water based ceiling texture material is used, = GARAGE � � T.O.M. 20' 0" = Provide '/2" gypsum board for 16" O.C. Framing, or 5/8" gypsum POWDER 9'-4" CLG. AFF GARAGE GARAGE T.O.M.18'-8" 9'-4" CLG. C9 POWDER board for 24" o.C. Framing. Note 1/2" sag -resistant gypsum board CONCRETE 9'-4"CLG. AFF 9'-4"CLG. O TILE CONCRETE X-2" 3'-2" T-2" T-2" 9'-4"CLG. AFF CONCRETE CONCRETE 9'4" CLG. TILE may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). �T PW01 0 o PW01 �a " 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts o, D1 b TYP 1 H4-SH ENTRY 9'-4" CLG. AFF ENTRY 9'-4" CLG. AFF N D1 TYP. a, penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 0.48 steel, 1 inch minimum rigid nonmetallic class 1 H4-SH B O APPLIED O --------------� -------------� oQ CONCRETE oo CONCRETE - --- _ _ _ _ - ---- ----- APPLIED gage mm sheet g g ( ) 9 STONE rQ I I I CO I r--------- I CO I I I STONE 0 or classl duct 40 4' 4" 2'-0" I I I I '' I '" I I I 2'-O" 4'-4" board, or other approved material and shall have no openings into pp I I I I I I I I I I I I I I I the garage. I I I I I I I I I 3. R302.5.1 Door from garage into house must be a minimum 1 3/8" IT I I I I I I I I solid wood door, solid or honeycomb steel door, or 20 minute fire b) I I I I PW01 I I I I rated door. I TYP. @ I I K I I K I I K TYP. @ I 4. R302.7 Any accessible space under a stairway shall be protected K I GARAGE I I S4M I S4 D1 I VS4 I I GARAGE I with'/2" gypsum JAMBS 1 1 T AT I T.O.M. 18'-8" 9'-4" CLG1 AFF I I TYP. I I I I 1 JAMBS _ _ _ --------- -----4" CLG. T.O.M. 18'-8" board. _ _ _ --------- GARAGE .O.M.8'-8" B�CLG'F--- I I I TT -__ -__-___ - - - - - - - __- I GARAGE I I -$"_CL?,. T.O.M.8'-8" 5. All doors and windows providing direct access from the home to the o �;, ______________ __-_-------_ ------- --------- ----- (V pool shall be equipped with an exit alarm complying with UL2017 _ - - - - _----_-_ 8070 O.H. I 8070 H. O _ SYM I RICAL ________ ____ ______-__ ____ that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning 8070 H. o I 8070 O.H. O I I 0 when the door or window are opened. 6. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. 8'-0" 2'-8" 2'-8" 8'-0" 2'-8" 2'-8" 8'-0" 2'-8" 2'-8" 8'-0" T-O" 4„ 4„ 64" 13'-8" 13'-4" 64" 64" 13'-4" 13'-8" 6-4. 7. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-inch(12.7mm) gypsum board applied to the 10 201-011 201-011 201_011 201-011 _- _ garage side. Garage beneath rooms shall be separated from all habitable - - _ _ 801 rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also (1787) !16 6 6) r16 6 6) r1 7 8 7 ) protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. ` 1 ` 1 ` FILLED CELL LEGEND 8. R612.2 Window sills In dwelling units, where the opening of an . CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) 1st FLOOR PLAN ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere SCALE: Y4"=1.-0" ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) cannot pass C" N 0 W o � U an G C 3 3 � U d cu _ <n n -c.2 c E ro a 2 u `,;,tt�ttulltr fir It ZO`VN ! f��`r Alf\,l O 10 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7lh Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature end seal. 1. g E $ f, 0) V N _ oro � C J zsz LL Lou ccLl. LL S d tii �NtD C W (/) . •se LL Z m 1w- 04 N Z Z N OU ou CD Q - 13 1- z_ �N LL { T fC3 Lu w IS 0 g l/1 c w 8 I _ = U c 05 x �Q N � o w s ii `g E zg>p a� z 4® � E V as as �U ati woff po OQ Z o N � Z 3 d 8w �. go dz NW W U 5 0o Flo �N Cl- (o CD 00 n � r-- 0 Q /� C.•.. V^ ae co CD�i / I m Q a Q H CD N O c LO CD CD � N M •n QC) mot' N Liz 0 CD 1l- N o Z E `m E 'o M JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. 5