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DOOR AND FRAME SCHEDULE DOOR AND FRAME SCHEDULE DIVISION 2 - SiTEWORK
.:, DOOR FRAME LABEL D111119 REMARKS LABEL HDO REMARKS
D AILS 2.1 FINISHED GRADE -SEE N V DRAWINGS.
/ SIZE DETAILS ABBREW►T10NS Z I 2.2 MIN. M. PERIMETER DRAINAGE FILL ON VAPOR BARRIER.
iIBBREW1T10NS 2.3 6" DiA. PERIMETER DRNN TILE.
WALL. W I ?
I= A - ALUMINUM 13118&1. c4 .A�i�i
W to V m S- ALUMINUM M W N Z Z Z M S- STEEL �' T 6M PF.l W
iZ N z Z z D S- STEEL a W Q O z - WD = WOOD Tj TKk NS L U GLUT- DIVISION 3- CONCRETE
3.1 4" CONCRETE SLAB W/ 6 X 6 X W1.4 X W1.4.
Q W Z F -FLOAT GLASS Q H Z �_ O Q F = FLOAT GLASS TAMP %,L -A64 3.2 CONCRETE FOOTING SEE STRUCTURAL DRAWINGS.
n Z �- Z = 2 Y Q C/) Q J Z INS = INSULATED GLASS 3.3 CONCRETE TERRACE SLAB SEE CIVIL DRAWINGS.
J SH�'i'`rt.R tl' (n cr N W W CD r
of IZ Q` z = Y J INS = INSUUTED GLASS ? J J 3.4 5' CONCRETE SLAB ON :r COMP. DECK.
I �Ouh (4� O C% U �, j y�l J J ~- T = TEMPERED GLASS Q 0_ U "- _J J W T = TEMPERED GLASS 3.5 CONCRETE FOUNDATION WALL - SEE STRUCTURAL DRAWINGS.
�I �11 � 3 �= F=-- W CO � W C7 i _j Q _j LLj ii: RG = RATED GLAZING ASSEMBLY g �. 2 H W C7 I W CO i N (n RG = RATED GLAZING ASSEMBLY 3.6 CONCRETE SIDEWALK - SEE CIVIL DRAWINGS. CSO
3.7 CONCRETE STOOP - SEE CIVIL DRAWINGS.
- ff ff 3.8 2 1/2" CONCRETE TOPPING SLAB ON METAL DECK FORM. ARCHITECTS
UPPER LEVEL AREA "C"
.LOWER LEVEL AREA B
Od '� -a , -O I r% L r f1�)A _ R 2_�_ I N'Si�LA W /oop. � DOIPt �% -� 7 `0 ( I _ � I I0 1 1 HI , I - DNISION 4 - MASONRY INCORPORATED 115
`1) M 10011 III T ' J ' A 7 Owe/ %j - V I 'l - O I �i/4 D I F2 IZlil H I I Htt 2 _ - 4.1 VENEER ANCHOR TRIANGULAR TIE AT OL O.C. 24" AND HORIZ..
I+L ITLH�.i�1 ZO(,�i• Z % -O 1 4. D N _/ IO h 3 - 4.2 F EXIBLE SHEET FLASHING W/ WEEPHOLES AT 24" O.C. HORIZ..
4.3 BRICK MASONRY.
Q UC�IZ 2005 O �-o I W F I 8 0002 �' -O" 7�O I S DI FI H°I J10 SI I HR I 4A NOT USED. ARCHITECTS
L 13/4 L ( 4.5 12" CONCRETE MASONRY UNIT (C.M.U.).
Uo(i 1 J`% � - - - � - - - -- -- - -- - - � OOO It"S-O 7 -O 7 DI - � � RG) H I ! �14o(r _ �1� � -- - - -- - - - - - -- - 4.6 X T CONCRETE MASONRY UNIT (C.M.U.). PLANNERS
Zxln -- - -0 7 -0 1�4 W- �� -- 1 _ t - -} -- p-r -r L
1• n I ? at I 1 h� t 8 OOO Fh3 -C %�O I1�� �I_ _ -- _ 4- - -- H'I �iOQ L7Z� - -- 1 HK -4 - - -_ - - - -- - -- - -- - - -.- 4.7 6' CONCRETE MASONRY UNIT (C.M.U.). INTERIOR DESIGNERS
r L•tNTtl� Zi 017 3 O 7 -O - W DI 5 FL- - -� - - -- -- - - - - -- -- - -- - - -- - -- - - - o 7' oN N U �I NS F I HIO JIO�/ 71 _ Z uh i - - - -- -- - -- -- - -- 8' CONCRETE MASONRY UNIT �C.M.U).
U00 3 O -- I _ - -- - - - - - -s! -- - 4.9 4 TE MA ) o COPYRIGHT 1991
2ooD _ __ l VZ - T - - - - - - - - - -- - - - -- - _ _ - - -- - -- - - - - -- -- - 4.10 12" ARCHITECTURAL CONCRETE MASONRY UNIT C.M.U.).
4.11 8' ARCHITECTURAL CONCRETE MASONRY UNIT (C.M.U.). IY
--
R01. AWCA 201 - - - I h3
» DMSION 5 - METALS , 9100 KEYSTONE CROSSING
Gc��NTt�t 2 I INDIANAPOLIS. INDIANA ae24o
`u�T,�,� s I ��I( �I�+Y ZDIC� - I _ % -- - MEMBER -SEE STUCTURAL DRAWINGS. ) 848 -7800
7r1 fllr �2G��/,�}}..�r�, - -- - - - - -- LOWER LEVEL A A
vL4�17 2011 1�2 T- Lj(! 21 5.2 ST11:r METAL ROOF DECK.
- - E
(3
17)
Z012 D - '7�= ZI > OooS p�.$ L: 7-'4 1 _4 �%J T F& 10, H2: JL -lA - -- - - - - - - SEE STRUCTURAL DRAWINGS.
T - - - + LL - - - - - -- - -- - - _ -- - - -- - -- - -- - -- - r - - -� -- 11 a► i -- - -7` EL 16 GA "PAINTHAPED METAL STUDS AT ]6"
0007 ' b - Q I �i� �il� D I _16 F I - - H _I U lid 6 �5 -- - - - - - - - 5.5 BRICK RE IEF ANGLE. SCOPE DRAWINGS
O.C..
201 �D /�I - _ -- - 11^ 1 %�� "1y Q
" 20 I - - _. _- -�Z - - __ I I �) !, ) V to / l U �n �.o. ��s r°;ca�e •ne genaa xooe
- - - i H 2'� - - 000 � _ OII -%- 0) 3 �t '7 5.b 3" METAL DECK
C 5.7 16 GA. STUD ANCHOR. ° +c• :e�n'mso.cn t «m.° oeipro
E..A 1 1 r I to �G -t o H V I� , �►Oi� DL T /- ?-I 000 1%-17 __ -7- 10 I I -¢ _ _ -� HO) _! - 16 GA 'C" SHAPED METAL STUD AT 24' O.C.. sv ° °�o`n}e"a°�°<o'- en »'Kt: c"+ «O°.°
� ��+ _ _. _ _ _._. - _ _ - -__ _ _ -.- -- X nog ;eceap .r - vacate -o
- - - + Io . •,�T 011 7 OII 1 4� V1/ 01 L 1 � I 54 C� - -- - 5.9 3 5/B" X 16 CA. "C" SHAPED METAL STUDS AT 16' O.C..
O - h 2 I 7 S� 5 8 e� , e°
4'
�� T 3 ZJ - - - _ - oo►1A '�� -D'� 71 -0 114 W D i �j F I H� JIU 5C7 10 - - w a< p� °°
DIVISION 6 OOD AND PLASTICS r • m >r on o s .� �.« r + o.00e
2017A D I
2017 3' -0" ']1-O 13✓4 W D1 fi F1 1 h3 LI oom� 5 - -O 'r 7 -0'T 114 W DI - `v I:I H� X10 55 IU
6.1 2 X WOOD BLOCKING.
> 0012A M,-*; V 7' <0° 1 I ' S - 6 F3 I l I 1 11 6.2 5 /d' WOOD DECKING.
2 7 0o1UP, 2'- (p -7'0' • 1 �4 W P 1 F I H') 10 5 12 6.3 2 X 4 WOOD DECKING AT WOO" O.C..
{ -0Y-0 - fl I - I p I _ 6.4 i /Z� EXTERIOR GRADE PLYWOOD.
W A �.L' w I / ZOt� -O 1-O r%Z t �i v 27 0012 % -� 13% W H J 1U 13 8 6.5 3/4" VENEER PLYWOOD.
14 W T u 1 L t
6� ± ZI 4012. 6'-0 "' O 1Zb V1N (.'IOU Hu tilt H I7 1 J 1 ! I I I� 6.6 WOOD BASE (STAIN).
Sflurre.R ZoZo DI - - t t 1 I 11 3 W DZ 6.7 WOOD SHIM. '
G, J 1 P+� 2oZ l Dt T Sv $ 2I 0012E - o • o . ► l4 1 - -
DZ F I IP) J IO ♦j 14 DIVISION 7 - THERMAL AND MOISTURE PROTECTION
1155 EM gl_� ot2 I - - hG 21 0012E o" 71.0,1 I 11 !
Zo 2 I T - ' /- t i OOIZGI 2- (0 7 -d' , 1 �4 W D I 11 I Will I(� 5 I Z 7.1 2" x 24' PERIMETER EXTRUDED POLYSTYRENE INSULATION R -10.
02 ! - + hG 21 oot3A IT, $I-d -7 4" r 13/4 p 3 T ' A F5 10,5. H3 f J� 14 5 7.2 6' BATT INSULATION (R19). v _
2 4 + DI ; 1 I fl 1 II II 7.3 VAPOR BARRIER.
p{.W��IAiiil 202"5 Z I 7 0013 fF, 3 -C % 14 p )3/4 T � N�f J2 /l -7 �5 151 FELTSUNDERLAYMENT.
2o2G ! I D1 - - l by 21 0014A -o' �•ul I ✓4'� >4 f�3 A F8 I N�, H 1} J A4 I S
j `�1 I 7.6 90g FELT ICE PROTECTION UNDERUYMENT, e Y
2027 1 PEI T� ul } r 001 SI-00 7- O S,40 W D Z � F I I I '6 7 1 H F. , I G 7.7 METAL DRIP EDGE. a
IZO l.l.l - 2 L h L / _ 7.8 FLEXIBLE SHEET ROOFING SYSTEM ADHERED - EPOM. m 0
/1 I 00 1 i2 'J -0 '� -OI 12�i�� `W� Z T -) rF I l V 7 V I 1.9 3f 4" INSULATING SHEATHING. _ co
IS H U r74D G 1 N _ , DI 4 I V 0O 11I V -011 71 0" 134 W D I � f I l"f J (i� 3 17 7.10 3 5/8" BATT INSULATION (R13). 2 .O
"'M1 2 032 - 0 '7'-0" 1 �4 W PI - 5 FI H `� J I o S I 21 .,/� p� I I N N I 7.11 112- PREFORMED JOINT FILLER. RE
0017A p iX s& -7.0 I �, `,/.(�' PZ T `6 F4 11d) 010 010 '5& j 17 7.12 2- CAVITY WALL EXTRUDED POLYSTYRENE INSULATION. � � w
i 001 %� 7'-
Off 711 0`I I I W (�Z T J F' I HO) � J I0 7 (0 1 1 5 7.13 ROOF INSULATION (R22, MIN.). 0 � Z
J ' t �v �L', L r!� + 7.14 TAPERED ROOF INSULATION 4
jf,� M i I 0 01 p) m i " o7 ILO D u� 1 4 W 02 T i �T H� �jl tk 7.15 WATERPROOFING. ��
L,, 7.16 PREFINISHED METAL COPING. f
1 iL s I i-O ASoZ I�,1016A I'• IOa4N vii 'J# '� ik 0 10 i�► - � AL4V � rXTA -I L.S 44.lr A.%top1::7 00(O � Z -IC � -0 � I � Z � � 1110�� 1 18 7.'7 PREFINISHED METAL SCUPPER � (1 . 0
} _ � S.4 Ev'EV. * D ILo<r 6N'r� a,y�D� I 7.18 PREFORMED METAL PANEL. � a CO
} 7.19 PREFINISHED METAL FASCIA.
' M•I o w I' -1 Oa'4 !� iE - - - I,t1, � ?M.- +4 � 1 'it trP
N - ' 41fi 6644, 4 1:1Vr&l.S '4r1'br A�jC07 7.2C PREFINISHED METAL FLASHING. Q
Ib I • 10 4 * ?�' I }- 7.21 PREFINISHED METAL GUTTER.
Iclr 1' • I VIP 7.22 PREFINISHED METAL DOWNSPOUT.
7.23 MINERAL FIBER INSULATION W/ FOIL BACK (TAPE SEAMS).
MAIN ff if ff Rff 7.24 SEALANT.
MAIN L E\ / E L AREA A AND V 7.25 PREFINISHED BENT METAL CLOSURE. W'
o V 7.29 EXTERIOR INSULATION AND FINISH SYSTEM. °
1001 A � -O 7;00 I i T -6 FI �- �� J 10 h% I� 7.27 SEALANT AND BACKER ROD. F-O I` 5 o I L A N C � O F H b 100 ( /� I.ON 7 -0 I W 17 T FI N {� I �i ! to i 7.28 i INTERIOR EXPANSION JOINT AND COVER F� , - 7.30 7 EXTERIOR EXPANSION ONT AND COOVER.(O' HOUR FIRE RATED). - C 1002 fro'` 7'0" 1w ' 1122
0 T 6 F H°I J10 hG 20
11 1 c ao W
5 �i�i SH X ri V 4 9`� r5 Ioo�i �� 011 7� o I � 02- T ,5 r- i{1 t IU hl� Z0
r, L /' DMSION 8 -DOORS AND WINDOWS
IUO� -O 7-O I�A4 w pl �f I:1 - i19 1 J1�% 64 to 8.1 STEEL DOOR (11AINT).
N+ C A 1 1 8.2 STEEL DOOR FRAME (PAINT). ,
=t(► 100 c? �! O" 7 -0 11'4 W D ( f i H _ I 11J I O 64 - -� - 8.3 WOOD DOOR (STAIN). 1
1 11- 1 - A -- `G 1 G- -- - 8.4 FOLDING DOOR
?� 100& � - 0 7 ' 1 _1 314 A 123 T A F7 I Nh, M5 J ! 7 /- - "7 - 8.5 ALUMINUM ENTRANCE DOOR.
31-0 71 Olt I �/ D) L) F 1 1� 10 It>& I '1+ I 8.6 ALUMINUM STOREFRONT FRAMING.
6 F� u p� L L 8.7 1 I TEMPERED G GLASS.
_�T / f�l� J� _ ZZ
- - - 8.8 i` INSULATED GLASS.
q I p /1 LDG ZI 8.9 ALUMINUM CURTAINWALL.
.1009 31011 ��� i''' A DI T A FI INS, H5 J5 5 ALUMINUM
/-
- - -- --
1 - - -- 8.10 ALt�MI SPANDREL GLASS. FRAMING.
4800 Q � - --
E loll 3•f.4I -lo 7 -Zyt! I %4 A D3 T A F,� HLI J2 I�A / __ _ - 8.12 1/4" ALUMINUM PANEL (PAINTED FINISH).
PANt�.. � - � 8.13 ALUMINUM THRESHOLD.
pooR 1013 pI�3' -v" 7' -2'� 13/4° D3 �" A FI INS. Woof 'J2 Ld SwR. 3z 6.14 FIRE RATED
1014PA I f� -4 -0 7- 7j I IN" W D 00 W F 1 I 1� Hit J 11 44,7 2 3. _ - DMSION 9- FINISHES
_ I IG"B �j1 011 1.111 ?I 1a�//= W r d �j W PIZ vil H 1 ( J't IrL�, 111 -7
23 -- _ - _ 9.1 5/d GYPSUM WALLBOARD, -USE TYPE X FOR RATED ASSEMBLIES. SEE FINISH
I U1lr,C I 0,1 '71 731'1 I V" W D4 V W FIZ ei ►8111 � J1 11 }IS40 Z3 _ - SCHEDULE FOR FINISHES.
IOI�o 31 -0N A "7 311 1 V4M W P I% W Piz Ve HII 1�1 II ,A 23 9.2 3 5/8" 25 GA. STEEL STUDS AT 16" O.C.
I Q 1 �J-O % •'S 1 W D4 �% W 1=11 Hit J I I �T� 7 f' Z 3 9.3 ACOUSTICAL TALE CEILING.
y� }, 9.4 SUSPENDED 5/8" EXTERIOR GYPSUM WALLBOARD
D 4 D 3 D 2 p 1 1017A S -40 7 -vi ► P5 T FIO 11J5, HG JZ�T3 I 5 Sk 3t �a4Gta - 9.6 2L 1%Y DXD25 /GAA. GYPSUM L STUDS AT 16' D.G..
D 5 1 n 17 3- O" 7 e �. I I �� W D/ W FI1J 1� H I I 1 (J 1 Z Tf f �L 3 , 9.8 METAL CORNER BEAD.
1 I N , 9.7 GYPSUM WALLBOARD MOLDING.
d p \
-74 R.0 Q. �)' -411 1`10' `1. 4� 1 018 7jI -QII 71 3 1 ;� #II `.' ,•�G w �I�jf 1� H II j U1l„� } Z3 t 9.9 ONE HOUR RATED EEL FURRING SYSTEM.
" Z Z�� 170oR 21I 1019A M.4''O" 7 41 I'�4-u W 02 T F4 H } IQ I 9.10 7/d X 25 GA. STEEL FURRING AT ts' O.C.
DooR wIOTHA7 � ' t poet WIP I' }tY� 2 PAIR 1700F, 1019 i 9.* -0" 7 1 *4'I W T ;4 °i J 0 I DMSION 10 - SPECIALTIES
TiP,�!` wI�T wlvrN loto Pg- *3 7 -1 14 D3 7' FI4 INS H? IJ(ok71 �f
�� I " 1 N 1 I 5 _ - 10.2 PREFIN15HE0 METAL LOUVER METAL LOUVER W/ W/ BUG SCREEN SCREEN.
Z Z N iv 2N� ,l `r 3jE 1 QZp -Q 1 A 03 T At F14 I N H 1 (`'7 / 7 (VERIFY SIZE AND LOCATION W/ MECH.)
f�OUjt DovR 10ZO PR,3` -0 113/ +'' A D3 T A F14 I* H7 �J &67t1Z/� g
WID Hh WIQTH
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_ J _ _° _ s ilE 10?46 PR, 3'-o T -4 "I d-" A D3 T A Ilo r HS J O/ Q
c
o MAIN LEVEL AREA ,, C„
• 10201 2 -� 7 -0 134' W 1pi FI HO) t JtU ' S3 ; 7 f
1030 3'- C) t �' - -0'`' I;/�II W 1? FI 54 8 ' ~ a
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• 1031 '•o" '' -O" 134•" W DI h FI S5 t � Q
1032 3.0 7 -o I W DI 5 FI 1 8 -
1033 zi 1 O" 7' -D 13/4• W D► 5 FI �i 3 ZI - -
F6 F5 F4 F3 F2 F1 Io- *A$o "7t0"IX "Wl2zTSF1 .6 �i zl _
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8 -0 1035A 3 O 7 4 J i t 1035.5 3t of 7' -O " I'!4 W 02 T S FI H°1 J ICS 5 3 j 21 U
MkTr,H 0aOR } - - - - -
T-CPiI"Al. � �1I.10 I �! Ft7 T I-IIZ I HIl A►1 H12b1�, Of
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u 5 , oM Iv4�o �'.oN4 two "! ►x.11 02 r FI t h 3 t zl SCHEDULE
LINTEL
w 1 I I� j 11 t I I) 1 "
�I/C" 10 4 " `'. '3' /�° 10 4 G* 311t" S" 9N b - pOOiZ � Q -O 1l;Q C o D f A 3 -O MkTGH DOOR 1o47A 0 1 7 -O 1 W DZ T 5 F Z I
wi T'TPILAL 1o47b AP -o" t; 7 -O } I W DZ 6 FI* SCE ; 2I
N 1 Qua �ji 0, i 7r O„I 1 4� W �I S I -` HO) J I� } � s � Z 1 1. WHERE LINTELS ARE SHOWN ON DRAWINGS BUT NOT NOTED;
ff ti WHERE OPENINGS NOT SHOWN ARE CUT THRU MASONRY ��� R�,�T DA`''�
1040)A %-0 1-0 I I 1N �I F13 T H°►CIL }Jb�13�,b�, g r Z ( CONSTRUCTION AND REQUIRE LINTELS, AND WHERE LINTELS ����,`� • �STE ••,` /f'`�
ICrF°�® 3' 011 f % 1 �� I�/NI -" 1W PI L� cF 1 H9) J 10 4A 6160 'l, I N dry. (SOUK LOG /iT104 ARE NOT SHOWN OR NOTED ON DRAWINGS, THE FOLLOWING `� .;��� RFO•;•
I050A 3'"O ' 7 -D 1 - ►Y O 7 r N� J10 ,L 1 SHALL GOVERN FOR ALL OPENINGS. = �0.
_� 18506 - (%' 1 7 -O ; 1 ►'Y p1 FI H9 t0 } 'S& Zi 1 2. STEEL LINTELS WITH OPENINGS UP TO 4' -0" SHALL HAVE 1" OF ? 0034128 1
Z 2 2 t 21� 2 i N N 1052 5.0 1 -0 1 34 W i� I S F1$ T 1i°l I21 J1041 Sidi a 2 I _ BEARING FOR EACH FOOT OF SPAN, BUT IN NO CASE SHALL THE i 't STATE OF
I Utj�j 4j1••0'I 1 7'-O' 1 W Q1 Ala T HO IL J1o31 Ssca : Z I BEARING BE LESS THAN 6 ".
t` F �o ♦ ♦♦ `•.,tip A�.1if;,�'�``�
to -'� t054 �j' -O'' ± 7'-G" I }'' W PI 7 Fla T 1-14AIZ }UIU A44a1 ZI A. FOR OPENINGS UP TO 4'-0- PROVIDE (1)312 "X312 "X °i���t�t -I % %'
OLIO "� �- 7 F I T 12 Hlt 91Y+NeHILb1 5/16" ANGLE FOR EACH 4" THICKNESS OF WALL..WHERE �� //lliitialt�����
�! MORE THAN 2 /ANGLES ARE PROVIDED AND ARE NOT
7-0 ( 4 W DI '�' 'S r1 - HO) J I o 5�I Z I - - - - CONCEALED; PROVIDE 1/4" STEEL PLATE WELDED TO CERTIFIED BY
_ O ;
-' T IUSIo -'LO "H %, -0`� 1 - W DI 5 F1 t L ( -- BOTTOM OF ANGLES WHERE EXPOSED.
n
Q p�p O I C)5% '0 7-O I W 1�1 fl t - 1,60
- - -- B. FOR OPENINGS GREATER THAN 4' -0" AND LESS THAN 8' -0"
Z I PROVIDE (1) 6" X 3 12 X 3/8- ANGLE FOR EACH 4" 1
w DI � �'I
}
` IOS°i 3'-O" t ,�1 -o�1i 1 ;��1 � pi h F,I _� I I I ZI THICKNESS OF WALL. WHERE MORE THAN 2 ANGLES ARE
_ 1000 %jI -O" 7 O I W DI LL Ft 2 I _ _ - PROVIDED AND ARE NOT CONCEALED, PROVIDE 1/4" STEEL
IO(p ( .31-0" 7' 0' 13/� W DI 7 1'1 �j(N Z I PLATE WELDED TO BOTTOM OF ANGLES WHERE EXPOSED. SHEET N O
1042 3 L o" 71 O" 1 w YV 0) 7 IZI H P) 3 10 5 5_ 1 149, 7.1 C. FOR OPENINGS GREATER THAN 8'4" BUT LESS THAN 10' -0"
Ir T N N /� T f'1�0 rZ¢ iq/ - 5 PROVIDE (1) 6" X 4" X 3/8" ANGLE FOR EACH 4" THICKNESS ,
100) *41 O % 1O 13/4 A 123 1 A FIO iN117, 1J - - OF WALL. WHERE MORE THAN 2 ANGLES ARE PROVIDED
i i! 0" 14 W pl 5 F 1 H, % J10 L% 21 AND ARE NOT CONCEALED; PROVIDE 1/4" STEEL PLATE A502K
Fl 4 F 13 10(0& t70 % -0 I* 1j F _� U 7(/_ WELDED TO BOTTOM OF ANGLES WHERE EXPOSED.
�� - T M IV Z CONCRETE LINTELS SHALL HAVE 8" OF BEARING AND
�� 1067 3 - 0 � -_O I 4 _ _ p_( 5 F 1 i"1 � � �! 3. PRECAST
-
1 0 (4 'A7 r O 11 O 14► W D2 F 1 H 0) 10 NR / 24 BE REINFORCED AS FOLLOWS UP TO 8'-4" SPAN.
1040 .0' -i -0 i 4 W VI - 01 10 5 Z 1 'I( N O T L IP001Z L0(,Ar100 4" TO 6" WIDE - 0) #5 BAR TOP AND BOTTOM OF SHEETS
1071A `5 ' -0 7 -O I Pi h Fib T HU I .5(a Z I 8" TO 10" WIDE - (2) #5 BARS TOP AND BOTMM
= EXTERIOR BUILDING SHELL BID PACKAGE #3 10716 3 -old 7 -o I v 1 10 5 -2 12" TO 14" WIDE - (2) #5 BARS TOP AND BOTTOM FILE NO
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