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3 0 V) 0 0 d t2 0 J -d- co 0 I L0 C O I N in .g 0 J C 0 L0 0 N i rN 0 r 3 0 a E N E: O S 0 0 J ti 0 2 G V V 'o a U a G I Y 0 v 0 LZ 0 rn 0 0 N 0 c Q m W 9 Cn 80'-0" INSULATION REQUIREMENTS WALL LEGEND 29-0" 20'-0" " 20'-020'-0" LOCATION R-VALUE / TYPE 8'-8" TOP OF MASONRY WALL EXT CONC WALL R-4.1 HIGH PERM (GARAGE) 6'-8" 13'-4" 70 3'-8" 15'-4" -0" '-0" 164" 3'-8" 70 13'-4" 6-8" EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED 1'-4^ 5'-4" 3'-4" 10'-0" 10'-0" 3'-4" 5'-4" 1'-4" 4. EXT FRAME 2 x 6 R-19 KRAFT FACED 9'-4" TOP OF MASONRY WALL 10 SY ME RI AL __ _ R-30 BLOWN -IN TTYP. @ - O-COMP.- - - TYP. @ CONDITIONED CEILING I r 1 (INSTALL BAFFELS AT EAVE) --n EAR COMP. �'„ 'r' COMP. COMP. REA 55 Ir 18'-8" TOP OF MASONRY WALL L_ �� a 1I �� p1GARAGE SEPARATION R-11/R-13 KRAFT FACED II I 7/ II I II \\ � I I L II \\ / II OI \1 O �t UR FIRE RATED SEPARATION (2) 39"x5(2) 39"x59^ SH -2HO WALL 1 Y--------------------------- -- ------ ------ --------------------- - -9'-4" TOP OF MASONRY WALL T DOOR LOCATION DOOR LOCATION FOR OPTIONAL FOR OPTIONAL DOOR LOCATION WINDOW SCHEDULE T (LANAI) , W/ SHAFT LINER ABOVE TO DOOR LOCATION BOTTOM SIDE OF DECKING I I I I I I FOR OPTIONAL I FOR OPTIONAL I I I I SCREENED LANAI LANAI SCREENED LANAI q T.O.M.9' 4" o SCREENED LANAI LANAI SCREENED LANAI I I R.O. CMU R.O. FRAME -2HOUR FIRE RATED SEPARATION I I 9'-4" CLG. Y.O.M. 181-8" 9'-4" CLG. I I SIZE (Flange) (Fin) TYPE WALL I I LANAI CONCRETE CONCRETE LANAI 1 1-18'-8" TOP OF MASONRY WALL, W/ I I " 8'-2" 8'-2" 1 V-2" 9'-4" CLG. I I o 12 20 X 26 18 j X 25 j S.H. 9'-4 CLG. I 1 SHAFT LINER ABOVE TO BOTTOM = CONCRETE = o CONCRETE oQ I I 6080 S.G.D. O C 6 0 .G.D. I I ao r 13 20 X 381 18JX 374 S.H. SIDE OF DECKING 11 11 14 20 x 501 18 JX 50 S.H.- 2HOUR FIRE RATED SEPARATION 6'-0" " " 6'-0" I_..- 1I r I I 15 20X63 18jX62j S.H. WALL I I r - - - - - - _ _ _ 4-SH �;� 4-SH _ _ _ _ _ _ _ _ _, I 1-20'-0" TOP OF MASONRY WALL, W/ II LIVING I I LIVING II 1s 2ox72 18�x71� S.H. SHAFT LINER ABOVE TO BOTTOM I I O 9'-4"CLG. I REF REF 1 pW01 9'-4"CLG. O I I 1H2 27 1/4 X 26 26 X 25 S.H. SIDE OF DECKING II CARPET I 2668 2668 D1 CARPET II I 7'-34" B.F. O" B.9'-04" 9'-Oa" 3' OF 7'-34" I TYP. iH3 27 1/4 X 38 j 26 x 371 S.H. TYP. INTERIOR WALL w W = = 1 H4 27 X 50 26 x 50 S.H. N ?�� I z KITCHEN A DINING DINING Al KITCHEN z I to N BEARING WALL N I g 9'-4" CLG, A2 9'-4" CLG. 9'-4" CLG. 10 A2 9'-4" CLG. I to N 1 H5 27 j X 63 26 X 62 1/2 S.H. TILE 10 A3 TILE iv N TILE A3 10 TILE I 1 H6 27 J X 72 26 X 71 1/2 S.H. 10 °° °p 10 OPWO1 I I pO 22 37jX26 36 X251/2 S.H. DINING D1 SINK DW DW SINK I DINING = 1 r---� r---� I 23 374X38 36 X373/4 S.H. X9'-4" CLG. TYP. I I I I I 9' 4"CLG. TILES L_-_� O O I I I I O O �"---J TILE 24 37X50 36}X50 S.H. iv ______ L-_--� L-_--_J - x N --- -_---]------- 25 37JX63 36JX621/2 S.H. N 26 37jX72 36}X711/2 S.H. 3'�a. 5'-10" 10'-1q" 10'-ia" 5'-10" 3 44" DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 8'-84" -104' 2,_3" S-92" _ = 3'-92" 2' 3„ 4'-1 " 8'-84" 0 0 32 54 X 26 T 52JX254 S.H. 17R 17R N 33 54 X 38 52 } X 37 S.H. N N 00--------------- -UP-- I _ 34 PWOI = --UP-- L--------------- 00 54X50 52X50 S.H. r--- °� 35 54X63 52}X62} S.H. TYP. OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET HO SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 O - 36 54 X 72 52 } X 71 j S.H. I Li LIVING LIVING 55 I SINK GG - S3M 9'-4" CLG. 9'-4" CLG. S3M - _ GG SINK I 55 39X59 40 X 59 N/A S.H. HEADER SCHEDULE CARPET CARPET = D1 S3M - - - - S3 S3 - - - - S3M D1 DOUBLE 39X59 79 X 59 N/A S.H. � 4068 o B MARK HEADER SIZE REMARKS a I KITCHEN 2 ° 4S.F -_--- _ r r = - - - - - - B.F. in = UB2 KITCHEN I i0 AREA TABULATION (1666) H1 (2)-2X6#2SYPW/1/2" _ 10 z FLITCH PLATE TILE CLG. 10 B03 0, - - - - - - - ^ _ _ _ 10 TILE 1ST FLOOR LIVING AREA 674 2 2X8 #2 SYP W/ 1/2" _ _ _ a, B3 9'-4" CLG. -' - _ _ _ 2ND FLOOR LIVING AREA 992 H2 ( ) c I - - I bo LIVING TOTAL 1666 FLITCH PLATE 50 ;0oo I REF - _ _ M -- -- -- x REF i � H3 (2) - 2X10 #2 SYP W/ 1/2" I ENTRY �------- - __ - - - - - ------� ENTRY GARAGE 264 FLITCH PLATE - - - - - - - - - - - - - - - - - - - 9'-4"CLG. Y - - - - - - - - - - _ 9'4' CLG. FRONT ENTRY 98 H4 (2) - 2X12 #2 SYP W/ 1/2' CONCRETE o w _ _ _ _ - - - w o CONCRETE LANAI 120 FLITCH PLATE in o _ _ - - rn TOTAL AREA 2148 I H1 H1 = _ = 3'_91' j" 1• 3" I AREA TABULATION (1787) H5 (2)-13/4"X111/4 LVL �" It OP 6'-44' 4'-11-1-' 2'_2�t" - - 3'-9t" _ - _ Z - - 2 22 4 11 a 6 -4a 2 4 � 2.0E Fb-2950 iv _ _ _ _ - _ _ - _ - - - iN 1ST FLOOR LIVING AREA 759 (2) -1 3/4" X 91/4" C I cQ �8 _ _ _ _ O I I 2ND FLOOR LIVING AREA 1028 H6 LVL 2.oE Fb=2950 _ r ---- TAM 18'8" FOYER I I C FOYER ��`� TOM 18'-s" _ _ _ = 1 J cn T.O.M 20'-0" I 1 1 rn LIVING TOTAL 1787 I I I I I ---- o0 3068 TILE CLG. `D I I I TAM 20' o• _ _ _ _ � Fo Q = I N FOYER FOYER N 6 I = Q _ _ _ = I I I I (O 9- E" CLG. 3068 I i �o O LVL 2.0E Fb 16" = I I w 17R I `�6," I coo o I I I 117R 3,-0"1'-0" 1 1 `v GARAGE 265 H7 " N 1'_O• M UP I I I o a l 8 9'-4" CLG. 9' 4 CLG. D� l a UP I I 3'-0" I I c,�ScQ N I " TILE TILE `° I �' ti�6� I I I I FRONT ENTRY 12 H8 (2) - 1 3/4" X 7 1/4 I LANAI 67 O LVL 2.0E Fb=2950 3 2 X 4 #2 SPF TOTAL AREA 2131 (3) 2 X 4 #2 SPF 1 ()Follow Q/S4. See Plan for I (2) - 2X4 #2 SYP W/ 1/2" I STUDS w/ (3) 16d fi-1a 2'-6" 7'-0" 7'-0" 2'-6" 6'-2" 3-8' STUDS w! (3) 16d RAG Bearing Wall Call Out When = 1 _ " w W.H. W.H. TOENAILS BASE I = FLITCH PLATE I 2668 TOENAILS @BASE W,F1, W.H. o? _ @ r 2668 I (n Straps are Required B.F. co BUILDER TO 0 0 ^ O O �'' B'F I * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED I PROVIDE BUILD R TO BUILDER To BUILDER T I ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND APPLIANCE T.0 .M.20'•0" PROV E PROVIDE p " REQUIRED STUDS PROTECTION T.O.M.18' 8" APPLI CE APPLIANCEAMII@; o WHEN REQUIRED PROTI CTION PROTECTION PROTECTI o General notes PER FBC WHEN REQUIRED con 00 WHEN REQJIRED WHEN REQUIRED 6 r r ° B6 PER Ft lC M M PER FBC PER FBC 10 1. R302.6 (Table 302.6) If water based ceiling texture material is used, 10 GARAGE c GARAGE _ Provide 1/2" gypsum board for 16" O.C. Framing, or 5/8" gypsum 00 9'-4" CLG. 9'-4" CLG. board for 24" o.C. Framing. Note Yz" sag -resistant gypsum board POWDER is CONCRETE GARAGE GARAGE CONCRETE POWDER „ , O9'-4" CLG. 9'-4" CLG. 9'-4" CLG. 9'-4" CLG. may be used I.L.O.Of 5/8 gypsum. 5/8 type X' gypsum board TILE CONCRETE 3'-2" X-2" 3'-2" 3'-2" CONCRETE TILE O must be installed on garage ceiling beneath habitable room(s). �a PWO1 PW01 �� T Q r 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts D1 N N penetrating the walls or ceilings separating the TYP ENTRY ENTRY 7YP r dwelling from the garage shall be constructed of a minimum No. 26 1 H4-SH = 9'-4" CLG. 9'-4" CLG. _ = 1 H4-SH O APPLIED gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class APPLIED B r _ - _ _ _ _ -- o _ _ _ _ _ _ _ _ _ _ _ _ _ -- CO CONCRETE CONCRETE - - - - --------- °' r-------- ---- C r--------- -i STONE I I I I I rI I I STONE 0 or classl duct 4'4" 2'-0" 2-0 4-4 board, or other approved material and shall have no openings into I I I IilltI I I I the garage. I I I I I I I I I 1 I I I I I I 3. R302.5.1 Door from garage into house must be a minimum 1 3/8" I I I I I I I I solid wood door, solid or honeycomb steel door, or 20 minute fire I I I I I I 01 rated door. I I PWI I I I 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 I GARAGE I I I I I I GARAGE I with Y2' T.O.M. 18'-8" 9'-4" CLG JAMBS S4 I I I TYP. I I I S4 JAMBS board. gypsum L _ _ - I I I I ____4 '-8" CLG. T.O.M. 18'-8" T.O.M. 8'-8" = I I I I _ _ _ _ _ - _ _ - - - _ _ - _ _ _ _ _ I I f c T.O.M. 8'-8' 5. All doors and windows providing direct access from the home to the o - N _____ _________ ___-_ _____-_--------- -------------- ----- CV pool shall be equipped with an exit alarm complying with UL2017 _ _ _ _ _ _ G _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ that has a minimum sound pressure rating of 85 db a at 10 feet. The _ _ _ _ _ _ _ _ 8070 O.H. 1 8070 H. O SYM I RICAL O 8070 H. I 8070 O.H. exit alarm shall produce a continuous audible warning OI I O 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 3'-0" 8'-0" 2'-8" 2'-8" L 8'-0" 2'-8" 4„ 4" 2'-8" 8'-0" 1, 2'-8" 2'-8" 8'-0" X-O" acceptable. ar 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 ,0-0„ 20-0„ , attic by not less than 1/2-inch(12.7mm) gypsum board applied to the 20-0" ZO-0rr 2garage side. Garage beneath rooms shall be separated from all 01 80'-011 habitable 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 1787l1666 1666 � 1 787� protected by not less than 1/2 inch (12.7mm) gypsum board or / ( ) ) ` equivalent. I 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: X"=V_0" ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) cannot pass N l U fM�1 �- b 0 X N 1 u U_ CL >_ r,-D '- N L Q 0 �C) 3 E l� O C U ca o-a W rI .`ti 6 To the best of the Engineer's knowledge, information and belief, the structural plans and spedficabons contained within these drawings cwmply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a W s� E Q N C"4) C J LL W JLLLL o0 _ Ia ; 9 G 0 W��OjOf m w z LL u4 MZ J N Z OU U) W OO 0 V a z cli M Z a N M i� _ f1;3 LL+ � A .O U �V) c Q m V)Cn �s��U E _ c Q C �0 s �J w W M Q =o >� a° zo Z U N � ' �o xU �a oa p V pa L <o a? N C 0 .E WO 122 o a Z QW o W 83 � cio 8 2z U a �t o � � Z � L) c o T > Cy rn m co Q Cl-0 H M W co O Cr O c.6 /ro O Co V) m Q 04 LO F- 04 CD p� ILL') M T T' E C Q z c E 'It B ai c a v U _j a 0 c JOB NO: 22-05614-05611 SCALE : AS NOTED SHEET NO. 5