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0" 3 PE 0 C vCri 0 0 I J �t- Ln 0 L0 0 0 L0 h M 0 I 0 J L0 0 I LO 0 N 0 3 Q CCV d E 0 S `0 c c LZ U 0 U U -O CL i a 0 0 0 LZ 0 -a- 0 0 a N N GO 0 20'-011 00 .00 6'-8" 1,4„ 64„ 3,4„ TYP. @ -n 55 EAR D1 � II / II I I DOOR LOCATION I I FOR OPTIONAL I I SCREENED LANAI LANAI I I 9'-4" CLG. I I CONCRETE OP II ao I I II 6'-0" " II II it OD i'� 801-011 20'-011 20'-0" 13'4" J. 3'48" 0 164" -0" '-0"1& 164" 3'-8" 13'-4" 10'-0" 10,-0" SY ME'RICAL _ COMP. COMP. II II COMP. COMP. ') 39"x59" SH ' II I II O(2) 39"x59" SH I 1 I ------------------- °--- ---L ------------------- DOOR LOCATION DOOR LOCATION FOR OPTIONAL FOR OPTIONAL LANAI SCREENED LANAI q T.O.M.9W o SCREENED LANAI LANAI 9'-4" CLG. is .O.M.18'-8" in 9'4" CLG. CONCRETE CONCRETE 8'-2"P13 01 8'-2" it1 V-2" 1 6080 S.G.D. O O 6080 S.G.D. C L LIVING ----- 4-SHCl) �; 4-sH ___-- ___-, LIVING 9'-4" CLG. I REF REF I PVV01 9'-4" CLG. CARPET I 2668 2668 D1 CARPET B.F. B.F. 7'-34„ 3,_0" 9'-04„ 9'-04" X-O" 7 -34" TYP. Z KITCHEN A DINING DINING Al KITCHEN z I N I I 9'-4" CLG. A2 0 9' 4"CLG. 9' 4"CLG. 10 A2 9' 4" CLG. I lO N OI TILE 10 TILE _ _ TILE 10 TILE A3 N N A3 PW01 I 60 1060 10 INSULATION REQUIREMENTS WALL LEGEND 8'-8" TOP OF MASONRY WALL 201-011 00, LOCATION R-VALUE / TYPE (GARAGE) EXT CONC WALL R-4.1 HIGH PERM 6'-8" EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED 9'-4" TOP OF MASONRY WALL -4 3'" 5'-" 41'-4° EXT FRAME 2 x 6 R-19 KRAFT FACED TYP. @ CONDITIONED CEILING R-30 BLOWN -IN REAR (INSTALL BAFFELS AT EAVE) II �� GARAGE SEPARATION R-11/R-13 KRAFT FACED 18'-8" TOP OF MASONRY WALL D -2HOUR FIRE RATED SEPARATION WALL _ _" _ - _ _ - 44" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO DOOR LOCATION I I WINDOW SCHEDULE BOTTOM SIDE OF DECKING FOR OPTIONAL I I SCREENED LANAI I I R.O. CMU R.O. FRAME -2HOUR FIRE RATED SEPARATION LANAI I I SIZE (Flange) (Fin) TYPE WALL 9'-4" CLG. I I o 12 20 X 26 18 X 25 S.H. -18'-8" TOP OF MASONRY WALL, W/ CONCRETE SHAFT LINER ABOVE TO BOTTOM I I 10 r 13 20X38j 18JX37i sH SIDE OF DECKING I I I I All s'-0" o o 14 20 x 50 j 18 J X 50 s H -2HOUR FIRE RATED SEPARATION I I 15 20 x 63 18 J X 621 S.H. WALL TOP OF MASONRY WALL, W/ 00 O I I D 1s 1 H2 2ox72 1sx71} S.H.-20'-0" SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING 271/4 X 26 S.H. 26 X 25 j 1 H3 27 1/4 X 381j 26 x 37 1 S.H. TYP. INTERIOR WALL co 1 H4 27 J X 501 26 x 50 S.H. N BEARING WALL 11-15 27x63 26x621/2 S.H. DINING 23 37�X38 36�X373/4 S.H. 9'-4" CLG. TILE 24 37 } X 50 i 36 J X 50 S.H. X 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 j X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. V-831 -l0a" 2 -3„ 3,_�" _ 3'_9" 2, 3„ 4'-1 8,_84„ o b 32 54 X 26 52 J X 25 i S.H. r.. T L 17R 17R N 33 54 X 38 52 } X 37 S.H. N N - - PW01 - - - - o0 34 54 X 50 j 52 J X 50 S.H. co---------------� - -- I I ---------------- ' -------------, -- I `I' D1 Y I--- r- o� 35 54X63 52}X62} S.H. TYP. -- -- I �F as 11-16 27JX72 26X711/2 S.H. SINK DW DW SINK I DO 22 37JX26 36}X251/2 S.H. DINING D1 I TILE CLG. - TYP. I _ _ _ML I I I $� TILE �� I I I I r---� IN I---J L-_-N r---------- D 1. 1 ---- N 3'4 -4" 5'-10" 10'-14!! 10'-14„ 5'-10" 3,44„ OPENING PRESSURES ENCLOSED - EXPOSURE "C" K-A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 DE +26.6 / -29.1 �F +26.6 / -33.5 GO SEE SN SHEET OH SEE SN 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 - - - 1 1 36 54 X 72 52 j X 71 } S.H. LIVING LIVING -- - -- - L___ I 55 I SINK J GG _ -- -- S3M 9'4"CLG. 9'4"CLG. S3M -- -- _ GG SINK I 55 39X59 40X59 N/A S.H. HEADER SCHEDULE D1 61 = S3M- - CARPET CARPET - -S3M - D1 DOUBLE 39X59 79 X 59 N/A S.H. = B MARK HEADER SIZE REMARKS 4068 fn - r _ �, 4os8 0 10 KITCHEN w I 0� I z KITCHEN 10 --_ _-_ T -- _____ B.F. L B2f 10 AREA TABULATION (1666) H1 (2) - 2X6 #2 SYP W/ 1/2" B2 L _� B.F. 'n - - - - - _ ,n 9'-4" CLG. B3 b) - - - T - - - 1ST FLOOR LIVING AREA 674 TILE 10 - - - - ^ - - - - 10 10 TILE CLG. FLITCH # SYP W/ 1/2" _ - _ _ _ 2ND FLOOR LIVING AREA 992 H2 ( ) - - - - - - - _ LIVING TOTAL 1666 FLITCH PLATE 60 c _ l ---- - --- REF 1 00 REF _ _ _ _ -- -- M (2) - 2X10 #2 SYP W/ 1/2" co ------� ENTRY GARAGE 264 H3 FLITCH PLATE I ENTRY �------- - --- _____ - - - - - - - - - - - - - - - - - - - - - Y - - - - - Y 9'-4" CLG. FRONT ENTRY 98 O (2) - 2X12 #2 SYP W/ 1/2" 9' 4 CLG. o W - - - - - - - _ W o CONCRETE LANAI 120 H4 FLITCH PLATE CONCRETE 0 - - _ _ 0 ;n TOTAL AREA 2148 �H5 (2) - 1 3/4" X 11 1/4 LVL 12!�„ 6' 44" 4'-114" 2'-2" - - 3,_„ - - - - - - 3_912 - - 2'-2z" 4'-114" s'-44" 2'-4"I AREA TABULATION (1787) 2.0E Fb=2950 I 1 ST FLOOR LIVING AREA 759 (2) - 1 3/4" X 91/4"N H62ND FLOOR LIVING AREA 1028T.O.M M . 00 TOM 18-8LVL 2.0E Fb=2950 00 I 00FOYER P'0" OYER LIVING TOTAL 1787 to 9'-4" CLG. T..O-Cl)M CO 9'-4" CLG. I (2) _ 1 3/4" X 16" 17R00 17R TILE 30681 LVL 2.0E Fb=29503068 TILE 9'4CLG. 94 CLG. UP HFOYER FOYER M OP CIOGARAGE265 3-0TILE TILE 30'I FRONT ENTRY 12H --�- 67 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 STUDS w/ (3) 16d - 6'-1a'' 2'-6" 7'-0" 7'-0" 2 -15 6'-2" 3 -8' STUDS w/ 3 16d 1 (2) - 2X4 #2 SYP W/ 1/2" TOENAILS BASE W.H. WH• 00 - L () RAG Bearing Wall Call Out When W.H. Vl/.H. TOENAILS BASE a I FLITCH PLATE � 2668 @ L @ r 2668 ) Straps are Required �+ I B.F. Cl) BUILDER TO 0 O ^ 0 O `'' B.F. I v * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED PROVIDE T.OM.20' BUILD R TO BUILDER T BUILDER T APPLIANCE .** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS PROTECTION T.O.M.18' 8" APPLI -0" PROV E PROVIDE P " CE APPLIANC A€ PMIMiC o WHEN REQUIRED PROT CTION PROTECTION o General notes PER FBC WHEN REQUIRED 0 WHEN REQ IRED WHEN RE WHEN REQUIRED B6 0 ° B6 PER F C M M PER FBC PER FBC GARAGE 10 C 1. R302.6 (Table 302.6) If water based ceiling texture material is used, 10 GARAGE C - Provide Y2' gypsum board for 16" O.C. Framing, or 5/8" gypsum POWDER 9'-4" CLG. GARAGE GARAGE 9'-4"CLG. POWDER board for 24" o,C. Framing. Note %' sag -resistant gypsum board CO CONCRETE CONCRETE may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board O9'-4" CLG. 9'-4" CLG. 9'-4" CLG. 9'-4" CLG. TILE CONCRETE X-2" 3'-2" 3'-2" 3'-2" CONCRETE TILE must be installed on garage ceiling beneath habitable room(s). PW01 0 o PW01 r 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts °' D1 N ENTRY ENTRY N D1 rn penetrating the walls or ceilings separating the TYP. TYP. 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 O o _ _ _ _ _ _ _ _ _ _ _ oo ao _ _ _ _ o _ _ _ _ _ APPLIED gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class r----------------- r_� - - CONCRETE CONCRETE r-------- � r--------- STONE STONE 0 or classl duct 0. 4'-4" 2'-0" I I I I T I I I I 2-0" 4-4 board, or other approved material and shall have no openings into I I I f 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 PW01 I rated door. I TYP. @ K I I I D1 I I I K TYP. @ 1 4. R302.7 Any accessible space under a stairway shall be protected I GARAGE I I I I I I GARAGE I �� T.O.M. 18'-8" 9' 4" CLG1 JAMBS I I I TYP. I I I S4 JAMBS I with /� gypsum L _ _ _ I I I I -4' CLG. T.O.M. 18'-8" board. --------- ----� --------- ----- ' B"GL�. TT .O.M.8'-8" � ----- I I I ----------------- --- I I I _ T.O.M.8'-8„ Wb o 5. All doors and windows providing direct access from the home to the - - - - - --------- ------------- L -------- ----- --------- ----- N 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. I 8070 H. O SYM I RICAL O 8070 H. I 8070 O.H. exit alarm shall produce a continuous audible warning O( 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" 8'-0" 2'-8" 4„ 4„ 2'-8" 8'-0" 2'-8" 2'-8" 8'-0" S-O" acceptable. a14 6-4" 13'-8" 13'-4" 64" 64" 13'-4" 13'-8" 6'4" 7. R302.6 The garage shall be separated from the residence and its 20'-0" 201-011 201-011 201-01r attic by not less than 1/2-inch(12.7mm) gypsum board applied to the 00, garage side. Garage beneath rooms shall be separated from all 801-011 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 (1787) (1666) (1666) (1787) protected by not less than 1/2 inch (12.7mm) gypsum board or 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"=V-0" ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) cannot pass _o `� ems+ oM � r J Lu W SRO WN %y�� \\� " NSE"K _<;� �� K '✓f%s�,4 aF oN S S S t 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 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F g 8 C14 CM p A of FI(O M M LL ' nJ LL LL � Iy d 13 V _ w _ v Lao G O W� N �O_jO� m w d Z LO N ZLL a Z N OU U W C3 El Z N z zi Q N (n - N zC1 4✓ f13 W Ow g �N r LLj U 0 Q N CD w CM M 01 = a wo oo g >�ry aR QE o E v �° � ° 00om N X<¢¢ szo i2°0Z i2 g p L� ry N C �°� �S ° of >� Z N J> a • ~O o � z U a W NW o >Ig co o r > C'7 ui � � r 0- O o^ Co .- Q O aM _� I-�- O O ui m o Z z E y E � m m c c to a E v ai U � Q p c JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. 5