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801-011 INSULATION REQUIREMENTS WALL LEGEND 8'-8" TOP OF MASONRY WALL 201.0" 201-0" 201-0e 201-0" or LOCATION R-VALUE / TYPE (GARAGE) EXT CONC WALL R-4.1 HIGH PERM g'-4" TOP OF MASONRY WALL 6'-8" 13'-4" 3'-8" 15'-4" '-0" '-0" 15'-4"' T-8" 13'-4" 6'-8" EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED jo 5'-4" 3'4" 10'-0" 10'-0" T-4" 64" 1'-4" EXT FRAME 2 x 6 R-19 KRAFT FACED 18'-8" TOP OF MASONRY WALL TYP @ - SY ME RI L TYP. @ CONDITIONED CEILING R-30 BLOWN -IN EAR REA (INSTALL BAFFELS AT EAVE) 18'-8" TOP OF MASONRY WALL --„ 55 COMP. COMP. ��`" "-�� COMP. COMP. R-11/R-13 KRAFT FACED 2ND FLOOR ONLY. NO FIRST �� II D1 �� II II �� D5 II ��\ GARAGE SEPARATION FLOOR BELOW. 1 II \ 2 39 x59" SH / II II \1 _ II �, -2HOUR FIRE RATED SEPARATION _ (2) 39"x59" SH O^ I - - - �) -��- - - . II r ________ WALL %a'-_ - -----------------_._ rL_-- _ y -9'-4" TOP OF MASONRY WALL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ ._ _ ._ - - - - - - - - - - - - - - - - - - - _ _ T DOOR LOCATION DOOR LOCATION DOOR LOCATION DOOR LOCATION T WINDOW SCHEDULE (LANAI) , W/ SHAFT LINER ABOVE I I FOR OPTIONAL FOR OPTIONAL I I I I FOR OPTIONAL LANAI SCREENED LANAI T.O.M.9'-4" i o SCREENED LANAI LANAI FOR OPTIONAL I I TO BOTTOM SIDE OF DECKING I I SCREENED LANAI SCREENED LANAI I I R.O. CMU R.O. FRAME 1 I 9'-4" CLG. AFF O.M.18'•8" 9'-4" CLG. AFF I I SIZE (Flange) (Fin) TYPE -2HOUR FIRE RATED SEPARATION II LANAI CONCRETE CONCRETE LANAI II WALL 0 1 I 9'-4" CLG. AFF 11'-2" 8'-2" 8'-2" 11'-2" 9'-4" CLG. 12 20 X 26 18 J X 25 i S.H. o 1 I CONCRETE C 1 C CONCRETE 0 13-18'-8" TOP OF MASONRY WALL, W/ r oQ I I _�08Q�.G.Q. _ O j O 6080 S.G.D. _ I I oo 20 x 381 18 J X 37 j S.H. SHAFT LINER ABOVE TO BOTTOM i" I I --- --- - I I SIDE OF DECKING I I I I 14 20 X 501 18 } X 50 S.H. 15 20 X 63 1s X 62 S.H. -2HOUR FIRE RATED SEPARATION 6'-0" „ II = - II � � I I r---- 7177777 ---_ 4-SH 4-SH ----,- -----) I I WALL 00 LIVING I I LIVING 1 I 16 20X72 18}X71i S.H. -20'-0" TOP OF MASONRY WALL, W/ I I Op 9'-4" CLG. I REF REF I pwol 9'-4" CLG, AFF r� I I 1H2 271/4 X 26 26 X 25 S.H. SHAFT LINER ABOVE TO BOTTOM II CARPET I 2668 2668 CARPET II I ri SIDE OF DECKING D1 1H3 271/4X38j 26x371 S.H. I 7'_3j" B.F. 9'_O41" 9,-041" 3' O" 7'_34„ I TYP. � KITCHEN A DINING DINING Al KITCHEN � � � 1H4 27}x5o� TYP. INTERIOR WALL L 26 x 50 S.H. 1 z I M N 1H5 27 2sxs21/2 S.H._711BEARING WALL N I I 9'-4" CLG. A2 94" CLG. 9'-4' CLG. 4a I X 63 OI TILE 10 TILE _ = TILE 0 TILE CLG. iO N N N 1 H6 27 X 72 26 X 71 1/2 S.H. A3 00 60 A3 , I OPENING PRESSURES O I I W01 I 10 10 I I I Op 22 37 jx 26 36 JX 25 1/2 S.H. ENCLOSED - EXPOSURE "C" DINING D1 I SINK Dw Dw SINK DINING i 1 23 37 X38i 36JX373/4 S.H. _ - - - - - - AO +29.7 / -32.2 © +29.7 / -39.7 � I I 9'-4"CLG. TYP. I I I I I I 9'-4"CLG. I a _ _ o 0 0 0 I M © +28.3 / -30.8 OD +28.3 / -37.0 o,l I TILE -'+ I I I r--- ib' TILE l �rn 24 371X50j 364X50 S.H. X1 I ��" I L---� L - - -� 1 N rn I I �- _ _ _ _ _ _ _ _ I � 25 37 � X 63 38 } X 62 1/2 S.H. O +26.6 / -29.1 OF +26.6 / -33.5 26 371 X 72 36 4 X 71 112 S.H. I I 3' 44" 5'-10" 10'-14" 10'-1a" 5'-10" 3' 4 " I I DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. GO SEE SN SHEET Q SEE SN SHEET 8'-8j" -10" 2,-3„ 3�_9j" _ 3�_9j,� 2' 3 4,-1 8'_84„ 0 0 32 54X26 52JX254 S.H. 140MPH 10, `t CONT. `r Y 33 54 X 381 52 4 X 37 j S.H. NOTE: WIND SPEED INDICATED ABOVE IS AN N 1 17RR HANDRAIL OF 1 N "ULTIMATE" WIND SPEED. THE WIND PRESSURES _ _ PW01 LISTED ABOVE ARE ALLOWABLE PRESSURES 3 - °P _ _ _ _ _ _ _ _ _ _ _ _ _ % _ _ _ _ _ = 3 sa x so s2 x so SOFFIT DESIGN PRESSURE +29.7 / -39.7 "ai =�-------------- 2 _ I � Dl `1' I I -- 2 r--- f- rn 3s 54X63 52JX824 S.H. po p0 1 - 3 - TYP. 3 - I O o 36 54 X 72 52 �X 714 S.H. _ 4 LIVING LIVING 4 - TT - 55 I SINK II GG _ 5 - GG 9'4"CLG. 9'4"CLG. GG 5 _ GG II SINK I 55 39X59 40X59 N/A S.H. HEADER SCHEDULE D1 S3M - - - S3M CARPET CARPET S3M S3M D1 DOUBLE 39X59 79 X 59 N/A S.H. 6 - j I 4068 o B MARK HEADER SIZE REMARKS w 1 4BSF � 1' - - - 6 J • 7 _ _ _ _ _ � B.F. 7 2 w 110 AREA TABULATION 1666 (2) - 2X6 #2 SYP W/ 1/2" O; 1 KITCHEN B2 �, �, I ----- 7 T KITCHEN I ( ) H1 - _ _ I 1 "' 10 z FLITCH PLATE 9'-4" CLG. 8 g iT 3 9' 4"CLG. qa TILE 10 1 r _ - h 1 10 TILE 1ST FLOOR LIVING AREA 674 2 - 2X8 #2 SYP W/ 1/2" L _ _13 9 c 9 13 _ _ J 2ND FLOOR LIVING AREA 992 H2 ( ) o I 1 I 12 - 12 I I I oo LIVING TOTAL 1666 FLITCH PLATE aQ x _ 11 0- - ~ z 1 11 J x REF i co H3 (2) - 2X10 #2 SYP W/ 1/2" %ENTRY L_ o " 11 10 --------� ENTRY GARAGE 264 O FLITCH PLATE 11 _ U FRONT ENTRY 98 9'-4"CLG. Y - - - - - - z Y 9' 4" CLG. AT H4 (2) - 2X12 #2 SYP W/ 1 /2" CONCRETE = w w o CONCRETE LANAI 120 FLITCH PLATE p H 9 - I I I I _ 8 Q p In TOTAL AREA 2148 H1 H1 H5 (2) - 1 3/4" X 11 1/4 LVL 12'6'-44" 4'-11i" 2'_22" U '-91'_7 - �I T.O.M.18'-8^ T.O.M.18'8" I� 3_ _ 0 2'-2? 4'-114" 6'-44" 2'-4"1 AREA TABULATION (1787) O 2.0E Fb=2950 _ 6 - T.O.M. 20'•0 T.O.M.20'-0" - 6 iv 1ST FLOOR LIVING AREA 759 (2) -1 3!4" X 91/4" _ _ _ _ C I I 2ND FLOOR LIVING AREA 1028 H6 FOYER ;" 1 12 13 1 4 5 - - - - Il oo J J e� 5 14 (3 1 2 1 1 FOYER LVL 2.0E Fb=2950 - _ J J _ - in LIVING TOTAL 1787 1 I &D I I I - - - - W Q =' FOYER FOYER ' = Q `�' 9'-4" CLG. 1 1 (2) -13/4" X 16" 9' 4"CLG, LVL 2.0E Fb=2950 I 13068 TILE °° 17R I coA iv iv I 17R TILE 3068 I 1 7 iv 1 I 1'-0"3,-0„ „ Cl) UP I I I I �, a I E8 9'-4" CLG. 9'-4" CLG. i i �b I a I I I I UP 1'-0" iv GARAGE 265 I I I 86� N ( TILE TILE I ��0 I ( I I 3'-0" I I FRONT ENTRY 12 H8 (2) - 1 3/4" X 7 1/4" LANAI 67 O LVL 2.0E Fb=2950 (3) 2 X 4 #2 SPF 1 (3) 2 X 4 #2 SPF TOTAL AREA 2131 Follow Q/S4. See Plan for I STUDS # S 16d T 6-1 " " " () = I (2) - 2X4 #2 SYP W! 1/2" a 2 -6 7'-0 7 -o" 2'-6" 6'-2" 3 -8' STUDS w/ 3 16d RAG BearingWall Call Out When 1 TOENAILS BASE W.H. TOENAILS BASE 'r" 1 = FLITCH PLATE 1 2668 @ @ 2668 1 Straps are Required 4 1 B.F.co BUILDER TO er O rd B.F. 1 d 1 O O O "VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED PROVIDE BUILD R TO BUILDER T BUILDER TO 1 '" SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND APPLIANCE T.O.M.20 0" PROV E PROVIDE PROVIDE REQUIRED STUDS PROTECTION T.O.M.18' 8" APPLI CE APPLIANCE'APPLIANCE iq WHEN REQUIRED PROT CTION PROTECTION o PROTECTION General notes r PER FBC WHEN REQUIRED c WHEN RE IRED WHEN REQUIRED B6 °� T B6 PER F C roi cn PER FBC PER FBC 1. R302.6 (Table 302.6) If water based ceiling texture material is used, 10 GARAGE0 C C T.O.M.TOM20'-0' GARAGE = Provide 1/2" 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. board for 24" o.C. Framing. Note sag -resistant gypsum board CONCRETE CONCRETE POWDER „ a9'-4"CLG. 9'-4"CLG. AFF 9'-4"CLG. AFF 9'-4" CLG. may be used I.L.O. Of 5/8 gypsum. 5/8 type X gypsum board TILE CONCRETE T-2" 3'-2" T-2" T-2" CONCRETE TILE Q must be installed on garage ceiling beneath habitable room(s). =Ta PW01 PW01 Q _ _ _ 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts D1 N N D1 0, penetrating the walls or ceilings separating the .- ENTRY ENTRY TYP. TYP. r dwelling from the garage shall be constructed of a minimum No. 26 APPLIED O 1 H4-SH = 9'-4" CLG. AFF 9'-4" CLG. AFF = 1 H4-SH [� APPLIED gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class r------ - - - - - - - - - r_� - - - - - ---------- °Q CONCRETE CONCRETE °Q r-------- ----- -, r----------------, STONE I I I `O I d I CO I 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 I I I I I PP I I I I I I I I the garage. I I I I I I I 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" I I I I I I I I solid wood door, solid or honeycomb steel door, or 20 minute fire I I I I rated door. I I I I PW01 I I I I I TYP. @ K I I K I D1 I K I I K TYP. @ I 4. R302.7 Any accessible space under a stairway shall be protected I GARAGE I I S4M I I S4M I I GARAGE I with ''/s" gypsum JAMBS S4 I I AT I TYP. I AT I I S4 JAMBS board. T.O.M. 18'-8" 9' 4" CL�� AFF _ _ _ -4 CLG. T.O.M. 18-8 T.O.M.8'-8" r8"CLGIA�F--------- i --- GARAGE I ----------------- j:12 GARAGE ------------ ------$''Z:LZ3. T.O.M.8'-8" - - - 0 5. All doors and windows providing direct access from the home to the ZQ� - - - - - --------- _-_----__ _ _------- -------------- ----- iv pool shall be equipped with an exit alarm complying with UL2017 --__--___ ____ _____-__ -_---- ______-_- ____ that has a minimum sound pressure rating of 85 db a at 10 feet. The 8070 O.H. I 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 T-O" 8'-0" 2'-8" 2'-8" 8'-0" 2'-8" 4„ 4" 2'-8" 8'-0" 2'-8" 2'-8" 8'-0" T-O" acceptable. 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 20,-0„ 20,-0" 20,-0" 20,-0" attic by not less than 1/2-inch(12.7mm) gypsum board applied to the 01 garage side. Garage beneath rooms shall be separated from all 80,-0„ 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 \17871 protected by not less than 1/2 inch (12.7mm) gypsum board or (1787) \/ equivalent. 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.� 0 e.r co o r d p 2 -_= o U Q h O m O X C LA_ O. N n = C7C= � d fta wY o Q 7 . Osi'Cf C 2�. C � o a � �' •r• N S ••; N 0, - NN To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply 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 Engineers signature and seal. WW a Eo Cl) 8 = 0�� as CN g » WLL LL CL W a Z v W g :g PT Co �+ ILZ k N OU Z W ❑❑ z z z � � Q - N V) �C1 z � co ij- LLJ V) c U � QC Q cm s o _ _ � n iOx W � i 14 8 Z Ff0 -C10 o o �� hw >WC Z Cq J No Q� gZ $ wWW aZ W,z O w c �5 a ro12) SI U S >M ..L O1 L° J 00 o^O co c a �--- 0 N o- o� ca CN _ F- LO O O O � aLo 00 c E Z LO E O Z m a- o v a3 to _j Q o c JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. 5