Laserfiche WebLink
3 <br />0 <br />0 <br />0 <br />I <br />0 <br />J <br />0 <br />I <br />rn <br />O <br />I <br />N <br />/ <br />0 <br />cn� <br />O <br />0 <br />I <br />4 <br />Q <br />J <br />0 <br />1 <br />rn <br />0 <br />I <br />N <br />F- <br />21 <br />0 <br />131 <br />.n <br />/ <br />N <br />N <br />d <br />E <br />N <br />N <br />0 <br />L <br />0 <br />c <br />J <br />LZ <br />2 <br />U <br />v <br />U <br />U <br />0 <br />.o <br />O <br />tZ <br />N <br />O <br />00 <br />a <br />a <br />N <br />O <br />CN <br />00 <br />0 <br />0 <br />m <br />v <br />cn <br />INSULATION REQUIREMENTS WALL LEGEND <br />TOP OF MASONRY WALL <br />LOCATION R-VALUE / TYPE (GARAGE) <br />EXT CONC WALL R-4.1 HIGH PERM 9'-4" TOP OF MASONRY WALL <br />EXT FRAME 2 x4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED 18'-8" TOP OF MASONRY WALL <br />80'-011 00, CONDITIONED CEILING R-30 BLOWN -IN <br />201-011 oe 201-01I 20'-0" 20'-0"oe (INSTALL BAFFELS AT EAVE) 18'-8" TOP OF MASONRY WALL <br />40 GARAGE SEPARATION R-11/R-13 KRAFT FACED 2ND FLOOR ONLY. NO FIRST <br />100. 164" 00 T-8" 3'-8" 16'4" 164" 3'-8" T-8" 164" FLOOR BELOW. <br />TYP. TYP. WINDOW SCHEDULE -2HOUR FIRE RATED SEPARATION <br />WALL <br />55 I I I 55 <br />O D1 D1 OD SIZE R.O. CMU R.O. FRAME TYPE -9'-4" TOP OF MASONRY WALL <br />(2) 39"x59" SH _ - - - I I I 2 39"x59" SH <br />(Flange) (Fin) / HA LABOVE <br />________________ ________________ ______________ _____ TO BOTTOM SIDE OF DECKING <br />12 20X26 18�X25� S.H. <br />EGRESS r EGRESS EGRESS EGRESS 13 20X38j 184X37j S.H.-2HOUR FIRE RATED SEPARATION <br />O O i <br />WALL <br />14 20 X 50 181 X 50 S.H. <br />C O -18'-8" TOP OF MASONRY WALL, W/ <br />Miv o o hiv 15 20 x 63 181X 621 S. SHAFT LINER ABOVE TO BOTTOM <br />B4 ;1, 2x4 HALF WALL 2x4 HALF WALL � 64 z 2 SIDE OF DECKING <br />rr 16 20 X 72 18 t X 71 f S.H. <br />60 3 10 W/ WOOD CAP W/ WOOD CA 10 3 7 <br />3-24 SSG _F__-_ O I O ____ ti��� J.3 24 1H2 271/4X26 26X25 S.H. WHAOL R FIRE RATED SEPARATION <br />- - - - 0. BATH _ _ (2) 39"x59" SH_ _ _ 2 39 x59 SH / <br />___-_---(->- ----- 0. BATH �L-- - G) 11-13 271/4X38 26x37SH.-20'-0" TOP OF MASONRY WALL, W/ <br />= I I 8'-0FOTILE CLG. 8i0"CLG. I I I� 1H4 27x5o 26xso S.H. SHAFT LINER ABOVE TO BOTTOM <br />TILE '----------- <br />r,l I EGRESS EGRESS 4_S R/SH R/SH _SH EGRESS EGRESS U? O 1 Iri SIDE OF DECKING <br />=1 J------I I------ <br />O� 0. SUITE k�- O ` 1H5 274x62 26x621/2 S.H. TYP. INTERIOR WALL <br />/O <br />0. SUITE <br />8' 0" CLG. 1 I 8' 0"CLG. 1 H6 27 X 72 26 X 71 1/2 S.H. <br />P. G S. CARPET PW01 I I CARPET EMP GLS. BEARING WALL <br />ENCL. � �T D1 �'sr6, W•I•C• I I �+ ��04' T I i <br />22 37�X26 36�X251/2 S.H.8'-0"CLG. I 1 W.I.C.TYP. CARPET I = ;,T�1`PCLG <br />1; 23 374X38� 364X373/4 S.H. OPENING PRESSURES <br />. cb <br />M Z, I ET o M 24 374X50 36 X50 s.H. ENCLOSED - EXPOSURE "C" <br />T / \ / \ 4-SH R/SH 25 ` 37 J X 63 36 4 X 62 1/2 S.H. O +29.7 / -32.2 © +29.7 / -39.7 <br />-84FR/SH- 4-SH , I 3 1,U U 26 37 X 72 36 X 71 1 /2 s H +28.3 / -30.8 +28.3 / -37.0 <br />3 5�_p 12-111i 6c - - , 12'-114" 5-01, -840. SUITE r I�Q �U>\ O. SUITEDOUBLE 2 WIDE 75" TALL 732WIDE S.H. <br />o g' o"CLG. r` -------_� ---- __ r 8' 0°CLG. o��� I E +26.6 / -29.1 OF +26.6 / -33.5 <br />-__c0 CARPET R/SH R/SH CARPET C0 - _ - _ 32 54 X 26 521 X 25, S.H. <br />---T� _____ 33 OSEE SN SHEET OH SEE SN SHEET <br />I 34 <br />= 54 X 38 52 X 37 <br />54X50 52X50 S.H. 140 MPH <br />I W.I.0 C. ' 9'-54" 3'-52' 3'-52" g'_54 1 35 . 54 X 63 52 X 62 S.H. NOTE: WIND SPEED INDICATED ABOVE IS AN <br />0. BATH 0. BATH W.I.C. I "ULTIMATE" WIND SPEED. THE WIND PRESSURES <br />1 8'4' CLG. �b 8'-0" CLG. 1 3s 54 x 7z 52 X 71 S.H. LISTED ABOVE ARE ALLOWABLE PRESSURES <br />�0 8'-0"CLG. 8'-0"CLG. _ �'rp <br />CARPET `t� TILE TILE � o PW01 I SOFFIT DESIGN PRESSURE +29.7 / -39.7 <br />E <br />A4 LOFT---------- <br />2CARPET J 39X59 40 X 59 N/A S.H. <br />o A4 10 p1 DOUBLE 39X59 79X59 N/A S.H. <br />L---- ---- LOFT CO co 10 2.1,. 2.12., R/SH g�-0" CLG. TYP. 8'-0" CLG. R/SH HEADER SCHEDULE <br />2x6 WALL CARPET " 1.. E _ _ _ _ _ ^ ] 1� 311 CARPET 2x6 WALL AREA TABULATION (1666) <br />9'-54 3'-52 3'-52 9'-54 <br />R/SH 1ST FLOOR LIVING AREA 674 MARK HEADER SIZE REMARKS <br />eo n 17RDN. 4---- C„ O O cal7 ----4-17RDN._ n co ao 2ND FLOOR LIVING AREA 992 H1 <br />_ _ _ _ _ (2) - 2X6 #2 SYP W/ 1 /2" <br />W LD 17 ---- v `"' \� ---- 17 W D LIVING TOTAL 1666 FLITCH PLATE <br />- - - - 5 c'6 ih 5 TYP 2 2X8 #2 SYP W/ 1/2" <br />---- _ __ __ _' ---- <br />M TYP m 1 _ _ _ 16 6 A/C 6� TEMP. GL EMP. GLS. M �C 6 16 - - - GARAGE 264 H2 FLITCH PLATE <br />55 '� I 1 -- - 15 7---- --- --- CL. E --- --- ----7 15 - __ �' 55 FRONT ENTRY 98 <br />D1 LAUNDRY ���� II ___ __- <br />---- ___ ___ Itt ---- 14 1 �`�LAUNDRY D1 LANAI 120 H3 (2) - 2X1 0 #2 SYP W/ 1/2" <br />-- - 14 � _ <br />C7 q TOTAL AREA 2148 FLITCH PLATE <br />8'0"CLG. C7, 1 1 8---- 11 M I ----8 -- -- <br />2668 I 8'-0" CLG. <br />2sss 1 INA13 ____ AREA TABULATION (1787) H4 <br />o TILE B.F. I - - - - 9 _ _ _ 9 13 - _ - 1 1 B.F. TILE (2) - 2X12 #2 SYP W/ 1/2" <br />50 , 1 ---- 12 10 - 11 10 12 --- O FLITCH PLATE <br />LO R/SH d I I I I R/SH 1ST FLOOR LIVING AREA 759 <br />1 1 I --s-,- 11 <br />------ ----- 1 ---- 3'-44' 5'-74' 4'-4" 5' 4I I 5' 4" 4'-4" 5 74' 3-44 11 ---- ----- ------ ND FLOOR LIVING 102g 2 - 1 3/4" X 11 1/4 LVL <br />2 v H5 <br />N 4-SH M o--- 10 ---- rN 2 I I p _ ---- 10 0 l l 4-SH 2.0E Fb=2950 <br />' ¢ 12 J b ( bN LOFT J 12 Q M N LIVING TOTAL 1787 <br />5068 T = - - - 9 - - - - LOFT T T 1 �- - - - 9 - - - = 5068 (2) - 1 3/4" X 9 1/4" <br />h 13 00 co I e0 8'-0" CLG. _ _ _13 H6 LVL 2.0E Fb=2950 <br />B.F. 8 - -- CARPET 1 8 ' , 1 '7 B.F. GARAGE 265 <br />4�7------ 14 Q 1 1 8'-0" CLG. io I = I 10 Q 1 - - - - �6 <br />T-94' 4'_6" 0`O� 3'-114' 1 U 7 - - - CARPET p I I 1 - - 7 3'-114' G� 4'-6' T-94' H7 (2) - 1 3/4" X 16" <br />1 FRONT ENTRY 12 <br />--- 15- _-� LAUNDRY I LAUNDRY �_ _ 1 ----- LANAI 67 LVL2.OEFb=2950 <br />1 - 6T.O.M.18'-8" 1 <br />6 TOTAL AREA 2131 r � � I I 8'-0" CLG. � 8'-0"CLG. I I �- �- -, <br />T.O.M.18'8" - - - - - - T 2 1 3/4" X 7 1/4" <br />5 TILE TILE 5 H8 ( ) <br />/ \ �I T.O.M. 20' 0" 17_ _ 1 - -1 N I , , LVL 2.0E Fb=2950 <br />U\� 1 1 17R DN° ° 17R DN. 1 1 c.t U <br />IN " CONT. Lcl! <br />N 1 1 =N O Follow Q/S4. See Plan for <br />N HANDRAIL �- �I , N RAG 2 - 2X4 #2 SYP W/ 1/2" Bearing Wall Call Out When <br />c� Q ' _ FLITCH PLATE g <br />Straps are Required <br />-- --� G.T.- - -- -- ---G.T-�--- r -- <br />M O O M o° VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />�A BATH 2 _ 10 A " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />I 0-_- ---- G.T. - - O- 8'-0"CLG. �'-� A A5 rTa BATH 2 -O - - - GT------ -- I=O REQUIRED STUDS <br />I 1� BEDROOM 2 4 68 TILE 10 10 40 8 BEDROOM 2 �1 I� <br />LO1 ILL 3.5 8' 0"CLG. rbN B. F. B F. C71 1LO General notes <br />m(0 8'-0" CLG. <br />s 'QL6q, TILE bN 8' 0"CLG. 3 53 wI Io, <br />M 4 CARPET �4� O O CARPET a co <br />Q,?' 1. R302.6 (Table 302.6) If water based ceiling texture material is used, <br />M.C. M.C.4-SH N Provide 1/2" gypsum board for 16" O.C. Framing, or 5/8" gypsum <br />�' 65 B5 board for 24" o.C. Framing. Note11/2" sag -resistant gypsum board <br />"b� 6�8 10 ti`O6 R/SH R/SH R/SH R/SH O.M.20' 0" 6� 10 ��� o may be used I.L.O.Of 5/8 gypsum. 5/8" type "X" gypsum board <br />-o -- ----- �I� -------- ----- --- T.O.M.18 8 must a Installed o garage cell) g beneath habitable oo ( )-------- �'s q' M� b n "n b le r m s. <br />T.O.M.20' o° - - �� BAT 2 <br />BAH 2 T.O.M.1F-8" IT r iv iv r1� N Co 0 <br />8' 0" G. "' 8'-0"CLG. 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts <br />TILE 068 �� �s 4068 4068 0� �6 406 TILE penetrating the walls or ceilings separating the <br />v .F. ti6 s� B.F. B.F. ti6 M �� B.IF KD <br />dwelling from the garage shall be constructed of a minimum No. 26 <br />5 5 s gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class <br />BEDROOM 3 5'- q' 1'-48" 2'-6$ 2'-10g" 1'-45" 5'-64' 5'-64" 1'-45" 2'-10$" -6$' 1'-4g" 5 4' BEDROOM 3 <br />L.0 or class1 duct <br />ij <br />T-0" CLG. 8'-01, CLG. ' board, or other approved material and shall have no openings into <br />G.T.CARPET g_6" 9'-10" 9'-101. g'_g CARPET _ G.T. <br />-,� M� - - - - the garage. <br />d' <br />APPLIED I 'c� o o M APPLIED <br />STONE 2� 04' r 0'-54" row 10,-J4' 2'-1 1' STONE 3. R302.5.1 Door from garage into house must be a minimum 1 3/8" <br />I , o D1 I solid wood door, solid or honeycomb steel door, or 20 minute fire <br />rated door. <br />� N TYP. ° I _ 4. R302.7 Any accessible space under a stairway shall be protected <br />v 5068 5068 <br />r` I B.F. T o - B.F. I r with'/2" gypsum <br />BEDROOM 3 T BEDROOM 3 i board. <br />1 ' EGRESS 8'-0" CLG. 8'-0" CLG. EGRESS I 5. All doors and windows providing direct access from the home to the <br />39x59-SH CARPET CARPET 39x59-SH <br />r EEDROOM 2 BEDROOM 2 _ _ _ 1 pool shall be equipped with an exit alarm complying with UL 2017 <br />CLG. BE8'-011 CLG. that has a minimum sound pressure rating of 85 db a at 10 feet. The <br />ARPET EGRESS EGRESS CARPET - - - exit alarm shall produce a continuous audible warning <br />- - - - - - - - - - EGRESS O I o when the door or window are opened. <br />q I O EGRESS B I <br />- - - - - ----- <br />L____________ ____________ 39"x59"SH 39"x59"SH ____________ ____--___-__-- 6. Bathroom exhaust fans must vent to the exterior of the building, <br />O I O 39"x59' SH I exhaust to attic space and soffits is not <br />39"x59" SH acceptable. <br />o I o <br />7. R302.6 The garage shall be separated from the residence and it's <br />6'-10" 6'-10" 4'-11" 8'-5" V-10" 4'-10" 4'-101, 1'-10" 8'-5" 4'-11" 6'-10" 6'-10" attic by not less than 1/2-inch(12.7mm) gypsum board applied to the <br />4 10 garage side. Garage beneath rooms shall be separated from all <br />6'-4" 13'-8" 13'-4" 6'-8" 6'-8" Im 13'-4" 13'-8" 6'-4" habitable <br />„ rr r rr a rooms above by not less than 5/8 inch (15.9mm) type X gypsum <br />20 -0 20 -0 20 -0 20 -0 <br />board or equivalent. Where the separation is a floor -ceiling <br />r� assembly, the structure supporting the separation shall also <br />80'-0" protected by not less than 1/2 inch (12.7mm) gypsum board or <br />SYMMETRICAL equivalent. <br />�X�FILLED CELL LEGEND 8. R612.2 Window sills In dwelling units, where the opening of an <br />(1787) (1666) CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM operable window is located more than 72 inches (1829 mm) above <br />the finished grade or surface below, the lowest part of the clear <br />opening of the window shall be a minimum of 24 inches (610 mm) <br />2 n d FLOOR PLAN � FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) above the finished floor of the room in which the window is located. <br />Glazing between the floor and 24 inches (610 mm) shall be fixed or <br />have openings through which a 4-inch-diameter (102 mm) sphere <br />SCALE; Ya"=1'_0" ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) cannot pass <br />i y <br />N a+ <br />C� w <br />O c� <br />10 O ., <br />-o <br />w y <br />a� cs = •aC <br />.. <br />Cc o sa <br />a <br />c c <br />y O- <br />= E <br />as o <br />NSE <br />U Ca° '44c�, OF <br />� <br />\ ,CIE <br />essio <br />��'�tttt'(4itt�i <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />NJ <br />0 <br />a o <br />M <br />WLo E <br />a. <br />G 5 N <br />H � n <br />y ruM� � w <br />Q C J W <br />J � a <br />_ w <br />Z fII C <br />L 2 9 <br />_ <br />y o <br />�` NN <br />Win2�O' m w <br />Z Nz <br />04 <br />Ci U .0 <br />V M !9 <br />z N M <br />o g <br />z <br />z o � <br />Q <br />J <br />M <br />N z <br />a--' <br />W <br />U <br />0 LU <br />N <br />U) <br />U d <br />J E <br />8 <br />= L <br />o 0 <br />O <br />orr <br />co <br />W <br />co <br />co <br />J <br />w <br />o <br />z <br />4 <br />� <br />LL <br />Q E <br />z� <br />oo <br />Fco <br />zo <br />?'0 <br />oa <br />5 <br />OU <br />M <br />X <br />s a <br />0 OU <br />g� <br />O <br />CZ)E <br />o <br />woo <br />az <br />rw <br />¢ z <br />m p <br />10 <br />� J <br />N m <br />ism <br />Q W <br />�o <br />U) <br />aLyi <br />Q <br />F <br />o.son <br />z Z <br />g° <br />a <br />nw <br />Jz <br />aF <br />=~ <br />>° <br />Oo <br />V <br />w <br />10< <br />a F <br />°°� <br />c <br />2 1� <br />>M <br />2 <br />0 <br />(6 <br />N <br />� <br />0 <br />0 <br />Co <br />ncoQ <br />00 <br />T <br />c6 <br />O <br />(-O <br />m <br />Q <br />V <br />_Q <br />ate-+ <br />CV <br />O oo 04 <br />L0 <br />• <br />0 O <br />-0CDO <br />n N <br />r O Lo <br />M <br />�- <br />Q co <br />O <br />T- <br />ai <br />E <br />w ^ pp <br />E <br />o <br />z <br />co6Z <br />E (.0 U) <br />c <br />m <br />a <br />0 o N <br />U Q p <br />c <br />JOB <br />NO: 22-09474-09471 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />