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m 3 0 V O Ln I ti- 00 J l 0 0 I 0 O 0 I N / 0 cnn C, 0 a Lo 7L 0 I J r` 0 rn 0 0 CD 0 1 N N 0 cn� i C, 3- Q N 0 0 a E a� E 0 J / LZ U 0 0 UI / 0 i 0 U cV N O 00 0 0 a_ N N 0 u7 00 0 77 0E m 0 80'-01140 INSULATION REQUIREMENTS WALL LEGEND 40 1*8'-8" TOP OF MASONRY WALL 01 201-011 201-0" 201-011 201-011 LOCATION R-VALUE / TYPE (GARAGE) EXT CONIC WALL R-4.1 HIGH PERM g'-4" TOP OF MASONRY WALL 6'-8" 13'-4" 3'-8" 15'-4" -0" '-0" 15'-4" 3'-8" 13'-4" 6' 8" EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED 1'-4" 5'-4" 0. 3'-4" 10'-0" 111# 3'-4" 5'-4' 1'-4" EXT FRAME 2 x 6 R-19 KRAFT FACED 18'-8" TOP OF MASONRY WALL �,P __ __ SY ME RI AL _ __ R-30 BLOWN -IN RE R EATYPR CONDITIONED CEILING 18'-8" TOP OF MASONRY WALL - 55 COMP. COMP. - -" '�' COMP. COMP. 55 ,r (INSTALL BAFFELS AT EAVE) �� II D1 �� II II �� D1 II �� GARAGE SEPARATION R-11/R-13 KRAFT FACED 2ND FLOOR ONLY. NO FIRST O FLOOR BELOW. / II 2 39"x59' SH _ _ _ / II II (2) 39"x59" SH _ II 1 - �) -- - I r I I I _____ _ _ I -, y _ -A -2HOUR FIRE RATED SEPARATION -- ------------=--------- ---�------------------- --� WALL -------- -9'-4" TOP OF MASONRY WALL DOOR LOCATION DOOR LOCATION DOOR LOCATION DOOR LOCATION WINDOW SCHEDULE (LANAI) , W/ SHAFT LINER ABOVE I I FOR OPTIONAL FOR OPTIONAL I I I FOR OPTIONAL � FOR OPTIONAL I I TO BOTTOM SIDE OF DECKING I I LANAI SCREENED LANAI o T.O.M.'-4" o SCREENED LANAI LANAI I R.O. CMU R.O. FRAME SCREENED LANAI SCREENED LANAI I I 9'4' Cl AFF &D T.O.M.18'-8" Z0 9'-4" CLG. AFF I I SIZE (Flange) (Fin) TYPE -2HOUR FIRE RATED SEPARATION II LANAI CONCRETE CONCRETE LANAI II WALL I 11'-2" 8'-2" 8'-2" 11' 2" I I 12 20 X 26 18 4 X 25 4 S.H. -18 8 TOP OF MASONRY WALL, W/ 0 9` 4"CLG. AFF 9' 4"CLG. o o II CONCRETE 1 CONCRETE 11 0 0o I I O + O I I 13 20X38j 181X37 S.H. SHAFT LINER ABOVE TO BOTTOM T oo I _6080S.G.D. ____ ___ _--S.G.D._ I I m T 1 I I I 14 20X50j 182x50 s.H.0.1 SIDE OF DECKING I I 15 2oxs3 1s2x62� S.H. > >,� �_ -2HOUR FIRE RATED SEPARATION II � LIVING 7 i�'I ----- - 1I r----- ----- 4-SH M co 4-SH � ---, LIVING 11 t WALL 00 16 20 X 72 18 X 71 S.H. I I co I I I 7-20'-0" TOP OF MASONRY WALL, W/ I O c� 9'-4"CLG. I REF REF I PW01 9'-4"CLG. AFF pO I I 11 27 1/4 X 26 S.H. SHAFT LINER ABOVE TO BOTTOM I I CARPET 1 2668 2668 D1 CARPET I 26 x 25 7 B.F.1 B F 3 I 1H3 SIDE OF DECKING 7'-33 3 -0„ 9'-04" 9'_04' 3 O„ T-34' TYP. 27 1 /4 X 38 26 x 37 OP I z KITCHEN A DINING DINING Al KITCHEN z I M N 1H4 27 X50 TYP. INTERIOR WALL 26 x 50 S.H. N OI I 9' 4"CLG. A2 10 10 A2 9' 4"CLG. 9' 4"CLG. 9'-4" CLG. I 27 X 63 TILE 10 TILE N N TILE 10 TILE I 1H6 27 X72 26x711/2 S.H. A3 i" 00 A3 1 I OPENING PRESSURES O I I PW01 1 10 I 1 I O DINING 1 10 D 22 37�gX26 364X251/2 S.H. ENCLOSED -EXPOSURE "C" D1 SINK DW DW SINK 1 DINING 1 I 23 37 X38 36X373/4 S.H. U51 1 9'-4" Cl TYP. I r , r , I 9'-4" Cl I kn 0 +29.7 / -32.2 0 +29.7 / -39.7 �I I TILE �� L---� O O O O ---J �� TILE I 24 37-X50 364X50 S.H. X 1 1 N 1--- J _ 1 N 1 4 © +28.3 / -30.8 O +28.3 / -37.0 -----� C---J - --- i 25 26 37 X 72 36 4 X 71 1 /2 S.H. E O +26.6 / -29.1 O +26.6 / -33.5 I I I I 3'-43° 10' 11" 10'-14 3'-43" DOUBLE 2WIDE 75°TALL 732WIDE S.H. O SEE SN SHEET O SEE SN SHEET a 5'-10" a 4 5'-10" 4 8'-84" -104" 2' 3" 3'92 0 0 3-92 2'-3" 4'-10 " 8'-84" 32 54X26 S.H. 140 MPH 52gX2517 CONT. N 17R UP N "ULTIMATE" WIND SPEED. THE WIND PRESSURES 33 54 X 38j 52JX 37�q S.H. NOTE: WIND PEED INDICATED ABOVE IS AN 1 UP HANDRAIL UP 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - PW01 - _ _ _ q, 34 54 X 50 1 52 4 X 50 S.H. LISTED ABOVE ARE ALLOWABLE PRESSURES ---------------J L--------------- r 35 54X63 S.H. 2 I D1 r 2 ti r--- �- °' 52JX62 SOFFIT DESIGN PRESSURE +29.7 /-39.7 3 TYP. _ - _ 3 O O I 36 54 X 72 52 j X 71 S.H. -- 4 LIVING LIVING 4 -- - L1 55 I SINK DW GG - 5-- - S3M 9'4"CLG. 9'4"CLG. S3M - --5 - GG II DW SINK I 55 39X59 40X59 N/A S.H. HEADER SCHEDULE D1 - - - S3 - CARPET CARPET S3 - - - S3M D1 S3M DOUBLE 39X59 79 X 59 N/A S.H. B1 = L - J = 61 MARK HEADER SIZE REMARKS 0 4068 � - - 6 _ _ ^ 6 - - 4068 0 �i KITCHEN B2 10 r B.F. L6 ----_ 7- J Q- --7 _____�' B.F. , 10 62 KITCHEN P AREA TABULATION (1666) H1 (2) - 2X6 #2 SYP W/ 1/2" "' _ _ _ r r r �- - - 8 - - - - LoOn, B3 1 9' 4"CLG. 0 Q I I ^ FLITCH PLATE CL Y� J1 1ST FLOOR LIVING AREA 674 9-4"CLG. 1 B3 a, 1 r I 10 TILE 2 2X8 #2 SYP W/ 1 /2" TILE 10 1 r _ _ g o � � -- _Q - -- 13 _ _ J 2ND FLOOR LIVING AREA 992 H2 ( ) o - 9 = 9 - _ FLITCH PLATE _ I II 12 -- - - -- 12 I LIVING TOTAL 1666 50 � I REF ----- 0 ~ z 1 ----- REF I co - - 11 x WALL ----- 11 M ENTRY L------ X o---10 11 U U _11 -------� ENTRY GARAGE 264 H3 FLITCH PLATE FRONT ENTRY 98 9'-4" CLG. Y - - - - - - - - z Y 9'-4" CLG. A F (2) - 2X12 #2 SYP W/ 1 /2" CONCRETE o w = _ - - 9 9 - - - ¢ w o CONCRETE LANAI 120 H4 FLITCH PLATE EO _ I_ - p TOTAL AREA 2148 z - - g II H1 H1 11 8 - - (2) - 1 3/4" X 11 1/4 LVL eo 12'-4" 4" 4'-11 q' 2'-22" U - '-" 7 - - - - - 7 3_92 - O 2'-22'I. 4'-11 q' 6'-44„ 2' 4"I AREA TABULATION (1787) H5 2.0E Fb=2950 cu _6 - - N H I- - - 6_ _ _ _ - - - iv 1ST FLOOR LIVING AREA 759 /4' X 9 1/4" ICIO- C cb 00 �cP - - -7 �iN O I I 2ND FLOOR LIVING AREA 1028 H6 LVL 2.0E Fb=2950 r N T.O.M 18' 8" - - - 0 � G - - - T.O.M 18'-8" FOYER T 1 1213 1 4 - 1 J J- 4 1 3 1 2 1 1 T FOYER ir> T.O.M 20' 0" J J T.O.M 20' 0" in LIVING TOTAL 1787 1 I g -4"CLG. C° _ I I I - - - - W c° ¢ = 1 FOYER FOYER I = ¢ W - - - - I I I I C0 co 9'-4"CLG. 1 I (2) - 1 3/4" X 16" eo 1 13068 TILE 00 17R I �� N N g I U) 17R TILE 30681 co H7 m UP 9' 4" CLG. 9' 4"CLG. �� 1 UP LVL 2.0E Fb=2950 N 1 3, O„ I I I 1 0 x cr I 8 O x g o I I I I 1'-0" N GARAGE 265 I I I 1 ® `p6cp N I TILE TILE 3-0 I I FRONT ENTRY 12 LANAI 67 H8 LVL 2.0E Fb=2950 OT3 2 X 4 #2 SPF (3) 2 X 4 #2 SPF TOTAL AREA 2131 Follow Q/S4. See Plan for STUDS w/ (3) 16d 3' a 6'-14 2'-6" T-o" 7'-1 2'-1 6'-2" 3 -8" STUDS w/ (3) 16d I RAG (2) - 2X4 #2 SYP W/ 1/2" Bearing Wall Call Out When I FLITCH PLATE g 266g �Ta TOENAILS @ BASE W,H, W.H. 80 00 W.H. W.H. TOENAILS @ BASE �Ta 2668 1 Straps are Required 1 B.F. BUILDER TO 0 O ^ 0 O "0 B.F. I `r * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 1 PROVIDE BUILDER TO BUILDER T BUILDER T 1 ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND APPLIANCE T.O.M.20' 0" PROV E PROVIDE p " REQUIRED STUDS PROTECTION T.O.M.18' 8" APPLIANCE APPLIANC AiMlh o WHEN REQUIRED PROTECTION PROTECTION o PER FBC WHEN REQUIRED 00 00 WHEN REQUIRED PROTECTI General notes WHEN REQUIRED o 10 PER F C c0i o PER FBC PER FBC B6 10 10 1. R302.6 (Table 302.6) If water based ceiling texture material is used, GARAGE GARAGE Provide''/2' gypsum board for 16" O.C. Framing, or 5/8" gypsum POWDER 9' 4"CLG. AFF GARAGE GARAGE 9'-4" CLG.00 POWDER board for 24" o.C. Framing. Note %" sag -resistant gypsum board CONCRETE CONCRETE may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board O9'-4"CLG. 9'-4" CLG. AFF 9'-4" CLG. AFF 9'-4"CLG. TILE CONCRETE 3'-2" 3'-2" 3'-2" 3'-2" CONCRETE TILE must be installed on garage ceiling beneath habitable roorl �T� PW01 0 o PW01 �7 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts - - - D1 0 o D1 penetrating the walls or ceilings separating the TYP• ENTRY ENTRY TYp, dwelling from the garage shall be constructed of a minimum No. 26 APPLIED O 1 H4-SH o 9' 4"CLG. AFF 9' 4"CLG. AFF 0 1 H4 SH APPLIED gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class r----------------- r - - - - - ---------- CONCRETE CONCRETE r - - - - - - - - - - - - - -- r---------- - - - - - 7 STONE I I C° I `� I co I l 1 STONE 0 or classl duct 4'-4" 2'-0" I I I I I I I 2'-0" 4'-4" board, or other approved material and shall have no openings into I I I I I I the garage. 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 v solid wood door, solid or honeycomb steel door, or 20 minute fire I I I I I I rated door. y I TYP. @ K I I I D1 I I K NP• @ I 4. R302.7 Any accessible space under a stairway shall be protected I GARAGE I I I I I I GARAGE I with 1/2" gypsum 1 JAMBS S4 I I I TYP. I - - - S4 JAMBS I ' 4 Cl T.O.M. 18'-8" board. T.O.M. 18'-8" 9'-4" CLG AFF - - - I I I T.O.M. 8'-8" �"CCG` AFF ------------ I I I I I I --------- ----- ,_8'1 Cl - T.O.M. 8' 8„ o ----------------- --- 0 5. All doors and windows providing direct access from the home to the N -------------- --------------------- -------------- ----- iy pool shall be equipped with an exit alarm complying with UL 2017 _ - _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - that has a minimum sound pressure rating of 85 db a at 10 feet. The ,TO70 O.H. I 8070 H. I 8070 H. I 8070 O.H. exit alarm shall produce a continuous audible warning O O SYM RICAL 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 S-O" 8'-0" 2'-8" 2'-8" 8'-0" 2'-8" 4„ 4„ 2'-8" 8'-0" 2'-8" 2'-8" 8'-0" 3'-0" 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 „ , „ , „ , „ attic by not less than 1/2-inch(12.7mm) gypsum board applied to the 2O-O 2Q-O 2O-O 2O-O00, garage side. Garage beneath rooms shall be separated from all 801-011 rooms above by not less than 5/8 inch (15.9mm) type X gypsum 00 407 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 e`�i. ca c•.a c r4 I o 5^ W O _ C O V N .-omx fA NCcp� i/f 6i p o vLj a g 3 0 3 L L d C O Via•`° �. to � o 0 tsIlifr 3.�f�gad�. a w� C�yV)�� .`.;s 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. N W a �E 0 m 0 �� a N � cn�20 fA a N O qk y of -j v oLL W w a - a Y Z m c °4 - �_ o y W o 0:, Z Zp N0 m w N Z a J � O U °d chi W c� ❑ ❑ M Z N (7 0 0 z � N �J1 z o� J � to ti N Z � O w oo wss lu W; ..... _ _ e ml if L 8 C) o c U) Y �® ¢ N o M w Cl) z o Z __j Q E � os wz Zo Z Z© oa N CL F- C O O O X<- & °z ¢O 00 0 U o< Ez �� <ow0 J . � = r w mo 0, J m 4 W m 3 < <0 a Q 0 a U w i0 aZ o w¢ �o CDa VO z0l ¢ x 0 T > � v O Lf� L _j 00� r c o 0 0 1 r d O0 cC> O O CN H "= 0 IllL0 to N O M Ln oo j Q 6 E w Cfl oo o z M z E 141 6 aa) m a_ E O 0 _j a a? ¢ o c JOB NO: 22-09470-09467 SCALE : AS NOTED SHEET NO. 5