Loading...
02-509-079_ 0 r I iI REVISIONS BY 155UE FOR PERMIT 2 � � � •—•—•—•—•—•— •�•——•—•—•---•—•—•—•— — ——•—•—•—•—•—•—•---• -- 02/28/02 �— I— A Oq-18-02 6VP I I I I I I \ I I 24'-m' 46'-0' 24'-0' 9'-5' 8' 24'-2' 1 I I I I I II im'-6' 12'-6' 11'-6' 11'-6' 14'-6' ol11'-6' I 12'-6' 11'-6' 9'-5' I 7'-10' 6'-0' 6'-0' lo m I l o� ao 1 I ONVENTIONAL6'-2' 6'-2' 4'-6' '-4' 4'-3' a 7 ORMINCs THIS I � o "- 5-2.1 $ 6 6 REA 'o 0 8-2.1 5-2.1 5-2.1 —� I � � v3 +-- - - - - - - -- U ` 0468' t. +4612' T. »4612' T. X411 o T. X8'-21 c sa' - - X4'-0' - ,_0' - - -t(5) - - - - - E9 IRE._ _ _ — — - 4-- &-\ 1 1406 T. 1 �� 06 T. -to 1 6 _ n — 1 -- ~ Q v f- f- ` © Q OI I I 10'-0' I «4612 T. 2f'f'o BXim'-m' X Z o 1 — — _ I _ I 1�%, Bx1m -m I p - :W � u _ as X4 -m -- 'c c 612'x—«4614' t. _ _ BEtWE GOLS.X_ : X G N G I X4'-0' ----- --- 0 I I ' 0 I -TYPICAL L- �p I I �Q 1 AROUND _O'i1 I J l u +4612' T. �' +- n n t$1 ' cA ' � cA 0X a0 X I .X OJ v ;t 0 R 0 ® cr N 61 it 1 I 10 T. I W °' x6-0 UNIT A .X X .x .x ip3z 1px .x .X �� Ix1 '-m' >•�68 t. . X UN I T A 4' I tuEVERS UNIT C - _ �, x12 -m 25-2 �. 6 * �11 131 UNIT4 ® ® 12 ? 1C� _ _� c Cw I O UNIT C I 11 II '__ °° V 04614' T 04614' T 04614' T H ® ^ 04614' t 04614' T »4614' T 04614' t »4614' T 04614' T 04614' t « . I2I'l 10' -0� 1 11-01 206 Bx10' ; 0'' o - J o o - v I 1 1 . I 1 . . 1 1 1 EVERSE _ XS -0 XS -0 x8 -0 X8 -0 X8 -0 XS -m x8 -0 x8 -0 X81-01C110x8 -m 4614 T 23 4 26 -6 Q v*1 CA ' N e CLLI «4614' T i I xa'-m' 4' I I I W O e ,o x8 -0 V V � 405 t. 405 T. »4614' T. I I 1 _ L. I = X Q X24'-0' X28' -m' X4 -0 p ° ®� 612'o.c. 612'oc. 8 } I 2 /)5X1m - �� I IL- O O I I rI OUTER I I // ;t I Lr °t 0 � o 5-2.1 A tYll �CAY�R I /�/ ` r8 civ X2 Sea,0 A �- 4f'5 T. 'I ? 0 I H ,I® H I® I �I� J I© H 11® J I© EL. +1m'-6' H I® H II® I H ®� / = I O Z Z 11 a „ I® .d I 405 T. I W I I I I I I q «468' T. 612 o . V • x18'-0' :I+- 2B -U t 02 : X 612'oz. y I m xm-m I _ _ _(j�' tYP I 207 B 10'-m' 1 „t 04614=t - - - - - - - -8 - - - 0 - - - D- E UP I L� 4«5 t. I — X15'-0' S-3.1 +4614 T. W 5-2.1 li ' 7 - * 11/21 � 9_ 1 I U +4612' T. 612'o.c. X4'-0' »4614' T OI +4614' t +4614' T 04614' T 04614' t 04614' T 04614' T 104614' T T. 1 Ira 10% T. — �' .�� 4fRj T. 0 /� XS' -0' I X8'-0' X8'-0' X8'-0' X8'-0' X8'-0' X8'-0' XS' -0' 6'-0' 1 X10'-0' I NC V tr 1 ° T$. 1 i -t H I® .W. 01 I �w r x18 -0 I I I I e • s X 612 oc. = X O UNIT D _ 1 ,� a 206 ,m' I 14. ,,,.�,.. ��,; —-- 13 g , 4 ® UNIT C O ®UNIT Al2 m- 6 - �. u- ooc '5 12' T. 9 N I I [i ' C=• 0 0 ® ® a »4614. T EVERS REVERSE REVERSE +4614' T. ` x6'-0' X I ' _ "a_° F _ O 11111141111114 11114 LL 0— L - X8 -0 +� 0 +� 0 - / ~ 2B- , IWO I : , t� : ►- my � � ((� X I • - 0 � Q N ' (V 1 N ' 04612' T. UNIT B ® X _ _ _ 9 B 206 5X10 -0 1 0 i 1 b B I' O "� d W X 41 X 0 rid N @ 6i 0 0 I 401 iClm'I �, 1m' m'11/2.I •••` 1 f ,,i'�; }r m m . X x4'-0' REVERSE rd ' 4 -0 @ ' s X ±- e _ _ s s � X I I 4 X , x . X 4. I/s -r - @;r - © F C - _ --- ---- - oma 1 .X .X `i 7� i y U07 OV X .. — .. .. — L — — 7 .. — 7 .. . - — — — — — 1--s -- -- ® - 4 i O 1 YJ I — — _ L — C , G 11/21 • 13 11/21 A .0 6 T. 91N 1 ^ A J�OETAIL «4612' T. 4612 t_ I - — xi '-0' I 2% 5.x10'-0' X1E �p A «468• T. $ I UNIT L- U ( I U I S-53 X4'-0' X4 0 I I 04614' T.•• ,a m 1 - N i O U X8' -0' f- _ 5-2.1 f- - «468' T• _ 9 _ XS' -0' I I L»4612' T. 6 I X4 -m I 0 I N 0 N N V e e I NOTES 4 _m 5-2.1 I 1 I �tl X t- v X O . X 15-3.1 207 X10'-0' in j( I 20i BX10'-0' o>C N I — _ - 1. SLAB TO BE 6' THICK THRUOUT REINFORCED g 2. SUBMIT REINFORCING STEEL , , 10% T. m Q WITH 04614' BOTTOM AND 04616' BOTTOM TEMP. 5-21 SHOP DRAWINGS FOR APPROACH _ - 4 2g _ — - — — - 19 * XIO'-01— — — — — — 0 4612 T. 4 12 T. I 3. MINIMUM CONCRETE STRENGTH At I , I I 0 w "� 5 I I x4 -0� ,- 9 EL. +1m'-6' _ - x4 m U 5 ADDITIONAL SLAB REINF. TO BE AS FOLLOWS: REMOVAL OF FORMS = 1,000 pal -' o o `- 5-2.1 I � 5-2.1 I . y 1 N 0 1 1 -1 g v ® 205 B. X 8'-0' 64 o.c. QE 307 B. X 12'-0' , , -_ m ' 04612' T. : X O X 04612' T. •1 �I 205 B. X 10'-8' 64'o c. Q 407 B. X 14'-0' 4. SEE DRAWINCs S-I.IA FOR MASONRY I m N O N I _0' X6 2"5 5. X Il' -2' 64'o.c. NOTES. 207 X10'-0' I > Nom © ® Q 507 B. X 16 0 I B w N N U , QQ-- 1 O O ®1 205 B. X 13'-6' 64'o.c. Q 445 T. X 10'-0' 612'oz. � 8 2% B. X 12'-2' 64'o c. J 405 T. X 22'-0' 612'o.c. I � O O � 6 +'568' T. © 0 I O O O _ 05 8 T X12' -O' 0 205 B. X 13'-6' 64'o.c. 4"5 T. X 28'-0' 612'o.c. (ALTERNATE) I E CO m mO N e , x 2 -0 alb N I ©1 ® I cn - Z � m `o '� �t I@ I '� 2f'6 B. X 20'-0' 64'o.c. Q 5»4 T. (TEMP.) X 23'-0' 612'o.c. 9 �I 3 0 Q m T— ;� , X UNIT C Q = X e I m¢= � s 5-32 t` a- tL w c� V 18 -2' 15'-2' I Q0 CONCRETE STRENGTH: SLABS AND WALLS = X O + X •4000 PSI AT 28 DAYS 0 i . X 1 '•�-"7i 606 T. 23 0) 204 10565' T. N568' T. O F F - � X121-01 � 5-2.1 �- X2 -0 6 6 1 �A9 -1 ,I `�' 1/�� r .10% T. 3. :t I 5-2.1 I 04612' T. t X10'-0' -1 X4'-0' 0 BETWEEN COL 0468' T. # X O A : X 0468' T. ' -TYPICAL ALL - I_ 10 IB X1 Xlm'-0' - - - SCALE: ��8� s V-0� 0 AROUND I A 6 T. IN EXP. JT. SECOND FLOOR FRAMING P � _ X101-0 a �" e xlm'-m' PARTIAL PLAN , ® NORTH 4% T. s X : X I 0 X X61_0' 6�'o T DRAWN I t- - +- _ 0568' t. I 8 CHECKED +'568 T. /�', 1 /s 28 I 28 28 X 0 -0 3 O X12'-0' 01 N 0, X12'-0' V Ol./ - - 4 - - - - - — DATE 02/28/0: `p X ° ° ° ° [oil 1lrrm7rrTwrfrrrm7r7r= SCALE A5 5HOM X O o 0 0 0 5'-2' 6'-0' 6' I i 04612' T. JOB NO. q •D X4'-O'SHEET O O - - - - - - 0 0 0 ,a I I UNIT C UNIT C A _ �q _ ratett�u. a �NetW. c ©I _ 0461 ' T. 7 1 e IlO REVERSE I e x4' m' ra�rjj V @ 'Seal T. } 9 9 0568 t. X X12'-0' a -' X12'-0' X c4 . X KEY PLAN .X 0 OF SHEETS