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3 <br />Cr <br />CD <br />0 <br />0 <br />J <br />r- <br />ra <br />M <br />0 <br />I <br />O <br />6) <br />0 <br />I <br />N <br />i <br />41 <br />0 <br />Cn <br />C, <br />0 <br />cio <br />I <br />0 <br />rn <br />0 <br />I <br />0 <br />O <br />0 <br />I <br />N <br />S <br />Q <br />0 <br />0 <br />CD <br />3 <br />CD <br />i <br />0 <br />E <br />y <br />0 <br />S <br />0 <br />0 <br />c <br />J <br />N <br />N <br />LZ <br />In <br />U <br />O <br />>r <br />U <br />0 <br />a <br />0 <br />0 <br />U <br />J <br />a� <br />t� <br />N <br />O <br />00 <br />0 <br />5 <br />a <br />N <br />0 <br />00 <br />45 <br />m <br />0 <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 x 4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED 18'-8" TOP OF MASONRY WALL <br />801-011 R-30 BLOWN -IN <br />10, 201-011 20'-0" 201-011 op 201-011 oe CONDITIONED CEILING (INSTALL BAFFELS AT EAVE) 18'-8" TOP OF MASONRY WALL <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED 2ND FLOOR ONLY. NO FIRST <br />164" T-8" T-8" 164" 164" 3'-8" T-8" 164" FLOOR BELOW. <br />TYP. TYP. WINDOW SCHEDULE - -2HOUR FIRE RATED SEPARATION <br />WALL <br />O 55 I I ( 55 -9'-4" TOP OF MASONRY WALL <br />D D1 D1 D SIZE R.O. CMU R.O. FRAME TYPE <br />(2) 39"x59" SH ---- � I I _ _ _ _ (2) 39"x59" SH (Flange) (Fin) (LANAI) , W/SHAFT LINER ABOVE <br />----------------------------------------------------------------- TO BOTTOM SIDE OF DECKING <br />12 20 X 26 18 � X 25 � S.H. <br />' EGRESS T EGRESS EGRESS EGRESS 13 20 X 38 18 X 37S.H. WALL FIRE RATED SEPARATION <br />_ I0ALL <br />O O 14 20 x 50 18X 50 S.H...-18'-8" TOP OF MASONRY WALL, W/ <br />0_ I\, <br />9 9 M 15 20 X 63 18 JX 62 2 S.H. SHAFT LINER ABOVE TO BOTTOM <br />80 B4 in 2x4 HALF WALL 2x4 HALF WAL SIDE OF DECKING <br />`* 10 W/ WOOD CAP W/ WOOD CA 1 16 20 X 72 18 X 71 7 S.H. <br />3'-2a' `'G O O 6� 1H2 271/4X26 S.H. <br />-2HOUR FIRE RATED SEPARATION <br />T - - - I - - - - -G.T.. - 1 ti`°26 X 25 WALL <br />(2) 39"x59" SH_ _ _ - -(2) 39"x59" SH _ <br />- - - - 0. BATH _ - - - _ - - - - 0. BATH 0 1 H3 27 1/4 X 38 26 x 37 S.H.-20'-0" TOP OF MASONRY WALL, W/ <br />TIO"CLG.-______-___ ----- ----- --__-------- 8i0''CLG. / aq3�-234- <br />M1I= SHAFT LINER ABOVE TO BOTTOM <br />27 4 X 50�in , ,r,IM 1H4 26x50 s.H.SIDE OF DECKING <br />I I M � EGRESS EGRESS 4-S I R- , r R/SH f SH EGRESS EGRESS l r>0. SUITE���f1= 1H5 26X621/2 S.H. TYP. INTERIOR WALL <br />0. SUITE 27X63 <br />27 X 72 <br />MEMO 1H6 26X711/2 S.H. <br />8'-0" CLG. � 8'-0" CLG. � <br />CARPET r PW01 1 1 CARPET I EMP GLS. BEARING WALL <br />ENC D1 st W•1•C• I I cad E 22 374X26 36JX251/2 S.H. <br />sd' CAR CLG. 1 1 W.I.C. M 23 37�gX38� 36�X373/4 S.H. OPENING PRESSURES <br />�? TYP. CARPET 1 = = 18'-0" CLG. "cb� I „ „ <br />Cn j CARPET o I 24 37�gX50 36 X50 S.H. ENCLOSED - EXPOSURE C <br />R/SH 4-SH I I I 4-SH R/SH 25 37 J X 63 36 j X 62 1/2 S.H. A +29.7 / -32.2 © +29.7 / -39.7 <br />U) ---- <br />3 11 U I ( U 3 26 37 �4 X 72 36 X 71 1/2 S.H. <br />© +28.3 / -30.8 O +28.3 / -37.0 <br />-8a 5'-O" 12'-114i = I IU 12'-11 5 -O" "8a <br />0. SUITE Top Q q I 1 QU>JI O. SUITE a DOUBLE2WIDE 75"TALL 73JWIDE S.H. <br />00 8'-0" CLG. --------U L------ -- r 8'-o"CLG. o ���`� I OE +26.6 /-29.1 �F +26.6 /-33.5 <br />CARPET R/SH R/SH CARPET Cl) 1 I 32 54 X 26 52 4 X 2517 S.H. <br />I ----- -_--- I GO SEE SN SHEET OH SEE SN SHEET <br />33 54X38 52X37 S.H. <br />o C: g I Cl) 34 54X50� 52JX50 s.H. 140 MPH <br />j 1 35 54 X 63 524 X 62 j S.H. NOTE: WIND SPEED INDICATED ABOVE IS AN <br />I W.I.C. 9'-5q 1 3'-52' O. BATH 0. BATH S-51" 9'-5a' W.I.C. I "ULTIMATE" WIND SPEED. THE WIND PRESSURES <br />1 8--0"CLG.4. 0� 8' 0. CLG. 8'-0"CLG. c'� 8' 0" CLG. i 36 54 X 72 52 j X 714 S.H. LISTED ABOVE ARE ALLOWABLE PRESSURES <br />1 CARPET , `L�: �A4ILE TILE A4 0 68 PW01 in CARPET I 39x59 4oX59 N/A S.H. SOFFIT DESIGN PRESSURE +29.7 / -39.7 <br />I <br />L---- ---- LOFT `� 2'-12" 2' 1z" 10 D1 CD LOFT ---- -----1 DOUBLE39X59 79X59 N/A S.H. <br />R/SH I 8'-0" CLG. TYP. 8'-0" CLG. R/SH HEADER SCHEDULE <br />2x6 WALL CARPET 3,. 1 i„ 3,, CARPET 2xs WALL AREA TABULATION (1666) <br />9'-54 T-52 L T-52 9'-54 <br />R/SH I ' `p60 _ _ _ _ _ _ 1ST FLOOR LIVING AREA 674 MARK HEADER SIZE REMARKS <br />bo f l 17R DN. 4 - - - - ill CI] <br />FO N - - - - 4 _ 17R DN.- n Cl) o0 2ND FLOOR LIVING AREA 992 H 1 (2) - 2X6 #2 SYP W/ 1/2" <br />- - - - - <br />W D 17 - - _ - v "' \ /F71 17 W D LIVING TOTAL 1666 O FLITCH PLATE <br />_ <br />M TYP. - - - 16 5 - - - - �668 M 1'' _ X� c i - - - - 5 16 - - - TYP. (2) - 2X8 #2 SYP W/ 1/2" <br />6 A/C TEMP. GL EMP. GLS. A/C 6 -- -- 1 co 55 GARAGE 264 112 FLITCH PLATE <br />15 - - - - -_- - - - --- --- - 15 FRONT ENTRY 98 <br />D1 LAUNDRY c'�scP C7 F- -- - 14 7---- --- --- NCL. E --- --- ---=7 -- -- H ~ �04' p1 H3 2 <br />8' 0"CLG. 1 14 C7 `b LAUNDRY LANAI 120 () 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />C7 -- -- 8---- "' 1 --- 8 13 '� B.F. ' TILE8'-0" cLG. AREATTABULATION 1787 OTALAREA 21a8 H4 (2) - 2X1 2 #2 SYP W/ 1/2" <br />- <br />2668 13 - - - - <br />o TILE B.F. I I -- - 9 I I 9 -- -- I I B.F. <br />- - - <br />� ---- 12 0 1 12 ---- ` ) FLITCH PLATE <br />1n R/SH ' I 1 -- 1 1 ' R/SH 1ST FLOOR LIVING AREA 759 <br />11 --- 1 1 3- 11 ------ <br />- - - - - - - - - - - 3'-4-" 5'-71 '5'-7-" 3'-4-' - - - - - <br />---- 11 4 4 4'-4" 5' 4' I I764" 4'-4" a a 1 ---- 1 I = 2ND FLOOR LIVING AREA 1028 HS (2) - 1 3/4" X 11 1/4 LVL <br />N 4-SH M Q 10 12 -' b 1 I bN LOFT J 12 10 --- Q 1 1 M , 4-SH N LIVING TOTAL 1787 2.oEFb=2950 <br />- - - <br />5068 T2 = - - - 9 - - - - � rN �- - - - 9 = r 5068 (2) - 1 3/4" X 9 1 /4" <br />13 LOFT s'o"CLG. ----- <br />H - - - I �o - - -1 H6 LVL 2.0E Fb=2950 <br />B.F. , 8 CARPET 8 ' I B.F. GARAGE 265 <br />I - - - - 14 Q 1 8'-0" CLG. in I = C11 <br />in I Q 14 - - - - •'G 4 <br />T-91a" 4 _g ti� T-114" 7 - - - CARPET p I - - 7 3'-11a' G� 4'-6" 7'-94 FRONT ENTRY 12 O (2) - 1 3/4" X 16" <br />---- 15_ __� LAUNDRY I LAUNDRY �_ 1 - - - - - LANAI 67 LVL2.OEFb=2950 <br />6T.O.M.18' 8" -A TOTAL AREA 2131 <br />1 /\ 616 8'-0"CLG. 8'-0"CLG. TO M-20T I I <br />T.O.M.18'-8" - - - - - - \ 2 1 3/4" X 7 1 /4" <br />/ \ I 5 TILE TILE 5 ' H8 O - <br />T.O.M.20'-0" 17- - 1 • o - -17 IN/ I , LVL 2.OE Fb=2950 <br />x U 17R DN. oo a° `� <br />N iv 17R DN. 1 1 1� U I Follow Q/S4. See Plan for <br />rN f CONT. IN � \ I , , TN RAG (2) - 2X4 #2 SYP W/ 1/2" Bearing Wall Call Out When <br />' g HANDRAIL I �'' Q-' __ FLITCH PLATE <br />G.T. G.T.Straps are Required <br />-- ----- - - - - -- -I--- r -- <br />°9 O ih 00 *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />cn ;r, '� O ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />t l 1 G.T. O- BATH 2 G.T. - _ _ - I= REQUIREDSTUDS <br />�0 - _ _ _ _ 8'-0" CLG. A A_5 r BATH 2 - - - - <br />Q,l I� BEDROOM 2 4 s8 TILE T 10 10 40 8 BEDROOM 2 �1 la, <br />X 1 I U "c5N B. F.00 8' 0"CLG. B F. 01 1 <br />� General notes <br />w 3 8' 0"CLG. .Q �q, TILE _,�V_LC� bN CARPET 3 CLG. 54„ w1 l <br />MI I 3'-Sa' CARPET v 9C A/C rye ��� = A/C �P M 1. R302.6 (Table 302.6) If water based ceiling texture material is used, <br />N 4-SH M. . M.C. 4-SH N Provide''/z" gypsum board for 16 O.C. Framing, or 518' gypsum <br />Boom MMEENOMMI board for 24" o.C. Framing. Note''/z' sag -resistant gypsum board <br />o `(F 26s8 110 ')`O6� R/SH R/SH R/SH R/SH O.M. 20'-0' s�� TO ��� o may be used I.L.O. Of 5!8" gypsum. 5/8" t e gypsum board <br />----------------- - ----- --- T.O.M.18' 8" �'s�8 Mg must be installed on garage ceiling beneath habitable room(s). <br />ti <br />^l� � � BAT ' <br />BAH 2 T......... O........ M..... 1$' 8" N r N N fly N 2 o <br />M r 8'4. CLG. ;� 2. R302.5.2 Duct Penetration. Ducts in the garage and ducts <br />TIE G. 068 60`5 �'�4068 4068 6�`8 �s1 406 TILE penetrating the walls or ceilings separating the <br />Ob <br />.F. B.F. B.F. `� B.F dwelling from the garage shall be constructed of a minimum No. 26 <br />• � U <br />BEDROOM 3 5'- 1'-45" 2'-65 2'-105" 1' 45" F-63" 5' 63" 1'-45" 2'-105" '-65' -4 5., 5' 3 BEDROOM 3 c7 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class <br />4 s 8 8 a a a 8 8 s 8 a 0 or classl duct <br />8'-0" CLG. 8'-0" CLG. board, or other approved material and shall have no openings into <br />G.T._ CARPET g' 6" 9'-10" 9'-10" 9'_6" CARPET G.T. _ _ <br />the garage. <br />iv <br />1 Cl)� M 1 APPLIED <br />ASPOND 2) 04' T 0'-54" PW01 9 10'-�' 2'-1 1 STONE 3. R302.5.1 Door from garage into house must be a minimum 1 3/8" <br />I o D1 1 solid wood door, solid or honeycomb steel door, or 20 minute fire <br />1= rated door. <br />1 N _ - TYP. _ N IQ 4. R302.7 Any accessible space under a stairway shall be protected <br />1 <br />1 5068 c+ o �! 5068 I with 1/2' gypsum <br />B.F. BEDROOM 3 r BEDROOM 3 B.F. board. <br />1 8'-0" CLG. 8'-0" CLG. EGRESS 1 <br />EGRESS 1 5. All doors and windows providing direct access from the home to the <br />1 CARPET CARPET <br />1 39x59-SH EDROOM 2 BEDROOM 2 39x59-SH 1 pool shall be equipped with an exit alarm complying with UL 2017 <br />- - r - - - - that has a minimum sound pressure rating of 85 db a at 10 feet. The <br />-0" CLG. 8'-0" CLG. exit alarm shall produce a continuous audible warning <br />--CARPET EGRESS EGRESS CARPET - -- <br />o O EGRESS EGRESS I o when the door of window are opened. <br />O I N <br />1 - - - - - - - - - - 6. Bathroom exhaust fans must vent to the exterior of the building, <br />39"x59" SH 39"x59" SH _ _ _ _ _ I - - - - - - - - - - - - - - - - - - - - - - - - exhaust to attic space and soffits is not <br />L------------------------ O ( O 39"x59"SH acceptable. <br />39"x59" SH O <br />o I A <br />7. R302.6 The garage shall be separated from the residence and it's <br />6'-10" 6'-1C" 4'-11" 8'-5" 1'-10" 4'-10" 4'-10" 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 />garage side. Garage beneath rooms shall be separated from all <br />6'-4" 13'-8" 13'-4" 6'Ilk-8" 6'-8" 13'-4" 13'-8" 6'-4" 10 habitable <br />„ „ I 11 rooms above by not less than 5/8 inch (15.9mm) type X gypsum <br />00, olr 20 -0 20 -0 01 20 -0 20 -� board or equivalent. Where the separation is a floor -ceiling <br />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 />Q FILLED CELL LEGEND 8. R612.2Windowsills In dwelling units, where the opening of an <br />(17V7 (1666 (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: %4"=1'-0" ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) cannot pass <br />c.i <br />0 <br />c.r <br />Q) <br />cue <br />a, b <br />C� <br />c aa;w N ��m>c <br />� © L <br />CA <br />� Y <br />o <br />a <br />a � •3 <br />L <br />' <br />;3 : u d <br />4 <br />� <br />c � <br />� 4 <br />a � <br />2 <br />�Yn\•' ••C <br />' <br />ryJ C'V• <br />f <br />• <br />• � <br />\�N <br />,;F;t;atltae\\ <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 <br />Horde Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />g <br />vE <br />o M° <br />O <br />(00 <br />N p <br />y IS, <br />N <br />C9 N- <br />N <br />7 In O <br />Vj <br />Q <br />� <br />S <br />v <br />Z5 J W <br />n. <br />w <br />: a Y <br />co <br />= O . <br />�i <br />� Cp 0 <br />ig <br />WLLI <br />Z <br />� O' 0 <br />LO co w <br />NZ Q J <br />Cl) K <br />N <br />O U U O <br />z <br />Z N (7 <br />o o <br />Z m N <br />z o � <br />Q <br />J - <br />iLn <br />M <br />z a <br />c <br />W <br />:7 0 <br />O <br />�r�-� <br />rNBig <br />w o <br />UGL <br />c <br />11, <br />E <br />C) oN <br />Y <br />N 0 <br />-0 <br />II� <br />oVol <br />J <br />w <br />M <br />o <br />z <br />z <br />J <br />E <br />E o <br />ry <br />R O <br />a <br />0. <br />OU <br />F <br />O <br />U <br />Q <br />O E <br />o <br />o <br />w <br />az <br />ra <br />ci <br />0y <br />0 <br />°LL <br />Z <br />Q W <br />N <br /><.2 <br />o< <br />Zz <br />g8 <br />OEM <br />� <br />mw <br />wLL <br />O <br />w� <br />W Q <br />O <br />CDa <br />V <br />zl¢ <br />F <br />3 <br />c <br />T <br />N <br />> C7 <br />rn <br />f0 <br />Q <br />c7 <br />f- <br />^' <br />O <br />00 <br />T <br />Q <br />n <br />C <br />0 <br />00 <br />CO <br />" <br />O <br />O <br />Lfl <br />m <br />Q <br />ate-+ <br />CV <br />F=-- <br />O <br />(.0� <br />0 N <br />- <br />0')C) <br />N <br />O <br />L O <br />o0 L j <br />It <br />c� 1 <br />(.000 <br />z <br />cc <br />Z <br />:3/00 <br />E lqzt <br />N <br />a <br />ro <br />d <br />E <br />U 6 <br />Q ca <br />c <br />0 <br />JOB <br />NO : 22-09470-09467 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />