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�? _� � END oF FP� �iL UNIT � � � 1�Z� � = 1 �-0� � 1 �/2�' = 1 �- O�' 3 A 2�'10� x 7 •O° F1 57/g" '� 23 6 2�-S� x 7-O�� FI ���& I!O 4°i I- PR, 2'8� x7-d� �!p 5 8� 25 JPS16 2°�ZZ
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N � LPt�, C'i�L�RK � i °�CD DTL, 289lO _ b u i � i� i 7 �i i DATE r1A.Y 15 , i°�8�
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, , DRAWN sr a. M • G •
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'� � SEE t�i� L 26"�0 ' ' LEG SuPFbRT-
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� � �� n i � u n � i p u
,� ��1'uR� aRI�LL - = S RETU �2N a2i ��F - +� ;3 � 3-o x �-o� F 1 m y 9 3�+ A 2-4 ' x 7=o F 1 5 g 20 53 C� 4 -o x7 -o F 1 5 1
s 9 'L'C MmCI� � ` 5�L= MEGI-f •t ,�y� � 1q,�� � �L�' 14 0 3'd ' k 7-O' ' F1 5 ��� 9 34 E ¢P� 4'-d� 2�'o'x7'-rJ' F5 5�/�' 21 54 G1 '3��d'x7%v" � 1 5�/8� F3'
� ' � Z 9 Z 9 MULLION _ �S A 3'-o x � =o° � � 5 �' �2 3� � �x,3-o x �-d� � � g � u � � � , � �E�
� , � 5� K 34 x 7-d � 1 6 �4 28 REY.
1 �2 = 1 -d 2930 � an�$ I� A 2�' �O' x 7 �-O" F1 5 ° 13 3/o A PR, 3'-d' x7- O" 'r5 5 �9" 'Cj! 5 (o G 3' x7 -d� P1 5 ��' 1p� +
� �9.. ,� �JICOUNTER DETAIL Z9ZE COUNTER DETAIL � VZ" = 1'- 0" » a, �,'..c' x � -d' �i y��' � 3� ,�, 2'-e" x -i-c � ¢t ��/e vF s� +� 2�.4." x ��d� F � 5�+� ��
lY2" = 1=0° � h "= f '-o" 18 B Z'- l0" x7%o" F1 ' S 6 39 A 3'-d' x7=d' F1 � 8�� 71+ 58 r'1 ?� - d� X7-o'� F1 Co° °�
�� �� � � � � � i � i �
I°� F 3 -o x -7:0 �1 5��8 iL 3�J E 4 -d u �-d F1 5 � 10 5°� A� 2-9 x7_d F1 � 12
2o D 3-0" x 7��0" 'r1 5��8� 14 40 D 4�-0° k 7=d' Pi 5�8 a f00 L� J 4� x2�-d�y7-o �5 5 2� '
1R6209
GENERAL NOTES O
� 4 5 � 6 � FOOTING SCHEDULE
32'-7' 27'-4 1 /2" �
TYPE FOOTING SIZE REINFORCING PEDESTAL SIZE 1 • Live loads used in design : 4 . 37EEL : �
I �ID �� 25�- 93 8' B�-4' 24'-11 1 2' 10'-01 2' 2�4'-11 1 2' A . Roof ( F �rture 4th floor ) . ., . . . . . . . 700 psf . A . Structural steel to be detailed and fabricated in O
� � � / . � A 2'-0'X3'-4'X1 '-0� 3-/4 LONG B , 3rd floor . . . . . . . . . . . . . . .. . . . . . . . . 80 + 20 partitions psf . accordance with AISC Specifications , latest edition , and �.,�
4 1 /2' ��' o� 1 '-0' 4 1 /2" , . , � , � 4-/5 LONG. C . Stairs . . . . . . . . . . . . . . . . . . . . . . . . . . 100 psf . with AISC Code of Standard Practice , latest edition . A11 O
� u B 3 -0 X5 -0 X1 -0 D . Wind : steel sha11 conform to ASTM A36 except structural tubing
i � 4 CONC . y�A� ON w , g-�µ 7R/WS. shal l conform to ASTM A500 Orade B . ' w-1
� GRADE W�(ox (oVy � . ¢ xW1 .4 1 1 . Designed in accordance with 1985 U . B . C .
� • � • � • B . Use greater number of 3 / 4 " dia . A325 high strength ( load
W. W. M . AT MID - DePTN .
C 3 -B X3 -B X1 -0 4-�5 E.W. 2 . Site exposure " C " . indicator type ) as shown in Table 2 -A , Part 4 of AISC
� N , ,_ . ,_ . , . 3 . Basic wind speed 80 mph . U
D 8 0 X6 0 Xt -4 7-/�6 E.W. , Specifications , latest edition , for the size of the beam �
\ , , E . Seismic :
•- a � � • � • � • � � �_ • �_ ■ used . Bolts shall be A324X type , not sensitive to slip
� p t i ` , E 7'-6 X7 -B X1 -8 8-�7 E.W. 3 -10 X3 10 XO 6 1 . Designed in accordarce with 1985 U . B . C .
w � E E except at all moment connections , bolts and aurface �
r -- - , 2 . Zone 1 .
r - --� -� r- - �-- - � O L�i
� � � � I I I I 3 . Impor- tance, factor 1 . 5 . preparation shall conform te slip resistant connections
` �- � � � �- -� � , per AISC Specifications for structural joints . W
K = - - - - - - - 2 . CONCRETE : C . High strength steel bolts shall conform to AISC �
� I I I I I 1 I q Specification for Structural Joints using ASTM A325 bolts
o ,,__ _ , UP I � _ � I A . A1lowable unit . stresses used in design : �1 �
I � I � � � � � 1 . All concrete to develop 4 , 000 psi compressive or A490 bolts .
� � � �_ _ �, _� � _ _ _ __� � FOOTING DIM. D . All welders shall have evidence of having passed A . W . S .
strength in 28 days , unless noted .
� � � v P v PEDESTAL DIM. Standard Qualification Tests for the type of welding � ^ �
� en �/-J" � � 2 . All reinforcing steel , except ties sha11 be new
= � � � !// billet bars in accordance with ASTM A615 with a performed . `.��+
' ` � V rninimum yield point of 60 , 000 psi . A11 ties shall E . All welds shall be made with E70 electrodes unless noted . �
J _ - - - be new billet bars in accordance with ASTM A815 with All connections not shown bolted , shatl be welded with
/. 1 � - a minimum yield point of 40 , 000 a minimum of a 5 / 18 " continuous fillet weld all around , �
.� ,, I L _ _� II L _ _ J I I � _ _� � � I psi . All unless otherwise noted or shown . All welds shown are
N A reinforcing shown to be welded shall be ASTM A706
__ , , � I II I I I • ' typical at similar conditions . All welds shown as
B (42 -6 ) � I IL__ _ _ _ _ J I I I I I ( weldable ) ( GR . 60 ) . Do not rebend any reinforc � ng . r `
L_ _ _ ___ _ � � - - - - - -- --� • Any reinforcing that cannot penetrate formwork shall beveled groove or butt welds shall be full pe�etrations l /
� � � be spliced using mechanical couplers capable of welds with either fillet or bar backing and shall be V �
��' � �_� �• S�� ( b � developing 125� of the tensile strength , fu11y reinforced . Fi11et weld sizes are the effective � T 1
� � 1�3� 1� 5� � � III � o The use of 2 plane bends is prohibited . size after deductions For gaps and erection clearahces . �� �
o � � I < � 8 . Reinforcement protection : F , f` rovide c� overnment anchors for beams bearing on masonry w
1 ' 1i � Z 1 . Concrete poured against earth . . . . . . . . . . . . 3 " wt �ere ancl �or bolts are not specified . � r i
N � F 2 . Concrete poured in forms but exposed to weather or v
N � _7 � 2 4 _ � � 2 a S barthif bars are S5 or smaller . , , , , , , , . 5 . STRUCiURAI.. STEEL STUDS : �
� / w r / w
� a . If bars are larger than # 5 . . . . . , . . . . . 2 " A . � tructur .�� l steel studs shall be 6 in . , 18 ga . at a
, , , . � � � p ^ spacing of � G " . Studs shall have the following minimum � �
2�-8�x2�-8� COL iq � 3 . Columns , girders and beams . . . . . . . . . . . . . . . . i 1 / 2 " properties : Ixx = 2 . 97 , Sxx = 0 . 99 . Typical untess
�TM � � �RT• o e e e e e e e „ ' otherwise noted . �
lc TIES AT 14'O.C. J L � 4 , walls , slabs and joists . . . . . . . . . . . . . . . . . . t
� C . All bar lengths to scale unless noted . Minimum splices B . Studs shall be connected ( top and \ or bottom ) to concrete ��
� (TYP. 3 PLACES) ,�l • are 36 bar diameters , with a minimum lap of t ' - 6 " , longer with 11 / 64 " dia . drive pin with an embedment of 1 1 / 4 " � T �
� � f� . splices are indicated on plans and secLions as required . at a spacing of i6 " o . c . Typical unless shown otherwise . F���1 �
� � 3' CLR. FOR FOOTING DIMS. Ac C . Studs shall be welded to a11 su �
H - - - Make outside bars continuous around corners . Provide pport angles they contact
� i REINF. SEE FOOTING SCHED. ' `
� i T�• I intersect bars aL all wall intersection . with a 1 / S " fillet weld all around . Typical unless shown �
THIS SHEE7.
C N ���TYp D . Detail bars in accordance with the most stringent or noted otherwise .
�l!� l NORTH requirements of ASI , CRSI or UBC latest editions . D . All stud components ( track , bridging , etc . ) shall be � �
TYPICAL FOOTIN G DETAIL E . Pro�� ide all accessories necessary to support reinforcing connected together by welding . Welding shall be 1 / 8 "
� �- _ � PARTIAL FOUNDATION PLAN 1 /8'�1 '-0" at positions shown on the plans ir� accordance with ACI fillet welds not less tfian 1 " in length at each �� �
Detailing Manual . connection point . r T
E . Horizontal bridging shall be installed at a spacing not �i�
' r TOP OF F00T1NGS AT ELEVATION 43'-4', UNLESS NOTED THUS. ( �. DETAIL �� A �� to exceed 48 " o . c . Typical .
� I � I FINISH FLOOR AT 6LEVATION 4� � 4r F . Jui :; i , :
4 �' CONC . 5l.A60NGRA�E 1 . ,� I1 c� pe � , ings shall be framed with 6 " headers with F . All studs shall have continuous track with a t " long leg
t - tt5 t, ar top and bottom , minimum , unless otherwise top and bottom unless specifically noted . Track shall
N y,/� lox(o WI •4zW1 .4 W . W. M . _ be spliced only at a stud and be fu11y welded .
qT MID - DEPTN . , p I � shown .
9 I � � � G , 2 . Distribiation rib shall be re" wide with t - li4 top G . Stee1 studs to be spliced only where shown on the '
_ � � and bottom .
I � 3 . Temperature steel : # 3 � 12 " o . c . perpendicular to drawings , or as approved by the Architect prior to
� I fabrication . Studs to be considered one length unless
, � joist aiid 2 - # 3 over pans ( 6 " each side of pan
� � specifically noted otherwise .
�� II centertine ) parallel to joist . H . A11 openin s to be framed with 2- 8 " 18 4
� L _ G . Place 2 - # 5 ( 1 eacV•� face ) with 2 ' - 0 " projection around 9 ga . studs at sides
� a11 openings in concrete . and 2 - 1 1 / 2 " long, leg 6 " - 16ga . track and one S " 16 ga .
G - _ _ L - H . All slabs and beams shall have no joints in a horizontal '� C " stud at si11s unless noted otherwise . Studs and
A 9iM . plane . Any stop in concrete work must be made at center tracks to be welded together to form one unit , but not
� - � � i i � u of span with vertical bulkheads and horizontal keys , as with less than a 1 / 8 " fillet welds 2 " long at 12 " o . c .
1 -II /2 8 unless otherwise noted .
B (42'-8') � shown on the drawings .
a u I . Stirrups to have 2 - ri4 spacers for length of stirrup
' 8 � # 4'� � Z 6 . FOUNDATIONS :
EAC H WAY spacing beyond beam top bars . A . A1lowable soil pressures used in desi n . . . . . . 6 , 000 sf .
� �. ����' y� � J . Wire mesh reinforcement must lap one fu11 mesh at side 8 . Contractor shall obtain a copy of the soils reportPand
, and eiid laps and be wired together . Place mesh 2 " below familiarize I�mself with special requirements contained
the top of the s1ab . therein which � are required to obtqin design criteria
K . When splicing continuous reinforcing is required , splice noted above .
top bars at mid- span of supports and splice bottom bars
� 4 x4'- o�' @12° at supports . A11 spl ices shal l be 36 bar diameters .
I I 3 - 5ELF DRILI. ING M PR.OJ . 2 '-O° 7 . All dimensions on Structural Drawings to be checked against
# 3 TIES C� I(o Typical unless noted . Architoctural .
CONC . ANG HO Ry - L . Contractor sha11 provide 20 # 5 x 30 ' - 0 " stocked on the
p ? W� 3/4 ° � x 2 '- Ou � job site . These bars are to be considered " extra 8 � Architect ' s approval must be secured for all substitutions .
8 9 -� 4 " k gX�e+ --� - � reinforcin ' and their use is to be determined b the 9 . See Architect s drawirtas for chamfers , kerfs , etc .
ALL THREAD . 9 � Y
„ 10 . Any dime� sions shown on the drawings which relate to existing
B � structural enginser only . Bars not used shall be
25�-0" 2" I I 4 - �!o ToPt 6oT• credited to the dwner at the same price as initial ly construction or in any way tie the new co�struction back to
. purchased . existing construction shall be field verified by the
4' 10'-11 " � � - . contractor prior to any fabrication . A copy of field verified
i n ' 3 . MASONRY : , dimensions shall be forwarded to the Engineer . \`���o� 440°���uiii�����
� � � � � � 'O I I A . These notes ar• e to be used with the masonry section of 11 • Provide al l bracing necessary to support al l walls and prevent \��.��,��,R ....d��;f,�'�r,,� �
'- eb e b . tho Specificatioris . their buckling during filling and compacting operation . �ti, '•,c?��
B . Grout a11 reinforced cells fu11 witfi 2500 psi grout . 12 , Contractor shall submit a drawing for each floor showing a s w. ~ , � ;"' =
Maximum size a re ate to he us = d in rout shall be 3 / 8 " . 1a out which includes sleeve locations and sizes for = �^m (� � ' � °
i� 99 9 9 Y p � pe =_ o:%= \ l0 : '4 =
2�-1 %2" C . All completed reinforced niasonry CMU wa11s shall have a penetrations through the concrete floor beams and slabs . ;.ao� � "'� ;
4'-0' rninimum f ' m of 1000 psi . These drawings must be submitted and approved prior to '.,d�i•p ::5�c
D . Mortar shall have a mar, imum 28 day cortipressive strength commencing forming for each ftoor . A concentration of sleeves ��''�i,,��� "'POF���\\ .
.�
�_ _ _ _ _ _ _ , ' of 1500 psi and a minimum of 1200 psi . around the columns or through the beams may require column �ii ���i�P������pa�
I I ' E . All vertical reinforcing shall conform to ASTM A615 capitals or additional framing members .
I I F e Grade 60 . A11 splices ( including horizontal " DUR - O- 13 . Contractor shall submit a drawing for each existing floor
I I 1 I 1 I '
� WALL " ) sha11 have class C tension lap , unless noted showing a layout which includes size and location of a11 core
I f � otherwise . A11 ties shall be in accordance with ASTM dri11 holes for pipe penetrations . All proposed holes shall
� � "� ;. � S E G T. , ", ��2 �� = I �o " � �J E C T. i �i A82 . Do not weld or rebend any bars with a yield point be located on the existing floors and the reinforcing bars �
� � � � ' ' � - � � .greater than 40 , 000 psi . See drawings for reinforcing located and marked to insure none of the reinforcing will be
I j- - ---t - ^ '� locations and spacing , cut . These drawings must be submitted and approved before any W
� �____ _ ___ I � _ - FF F . For dowel � from foundation wa11s into masonry walls see drilling is done .
� � ---- -a- - �
i :. sections , dowels to match vertical reinforcing size and 14 . Provide sleeves for all pipes placed through concrete beam , O
I I spacing unless noted otherwise . walls , columns or slabs . No openings other than those shown
� - � � on the Structural Drawings will be permitted , unless the
G . All er, te ; ior masonry walls to be reinforced with 1 - i15 Architect ' s approval is secured prior to placement of Z
� FOR DOVE TAiI. #4 � 12�� EACH WAY � i � ��� :j �= 1 � of t,wo adjacent ce11s each side of all opanings . reinforcing steel .
A NGHOR6 SEE H . nll mason � y IJ %iI � S to be reinforced with 1 - q 4 at 24 " . � 5 . Verify a11 openings through floor and wa11s with Mechanical �/��"
/ ARGH . DWG9 . t' ul l heiyf � t. . Uiiless otherwise noted on drawings . and Elect � ical Drawings . V/
i . Iiorizo � iCc+ l ,joiiit reinforcing shall � be DUR-O-WAL truss 16 . Details noted as TYPICAL are shown throughout the drawings . Z
4" S'� Type wit. li �� gage side rods and No . 9 gage cross rods These details shall be used et all locations where the �
sliall ba us? d in all masonry walls at a spacing of 16 " . condition described in the detail occurs . These details may
Cross rods to be non- drip . not be referenced at every occurrence of the condition for ' �
J . All DUR-O- WAL and wire used shall be in accordance with l,�,
� 3 TiES � 14�� ASTM A82 . which the detail represents . O � Q
NORTH 77 . Future Building Additions : ' `
� K . Use DUR- O - WAL prefabricated corners and tees at all A . Roof , 01 to F1 to F4 to K4 to KS to F8 to F9 to C9 to C5 t V
corners and wall intersecticns . Corners and tees shall to B5 to 83 to D3 to D1 , � � � W
P A R TIA L FO U N D A TION P LA N 1 /8��1 '-0" I a , �$ VE RT. be fabricated from the same type of DUR- O- WAL as is used B . Mechanical penthouse E8 to F6 to F8 . 4 to E8 . 4 to E6 . '/� � O '/�
in the wa11s . C . Constructior� for future roof niust be the same as the v+ Z O v+
x4x4 !O@12 �� = L . A11 masonry wal ,ls to have a continuous bond beam at or future �. th floor .
PROJ . 2 '-O �' � 0 near the top of the wall . Bond beams to have 2 - # 5 18 . Explanation of section diagram used : O W V �
s continuous . Typical unless otherwise noted . Section �
„ S -�Sx M . Masonry construction shalt conform to low lift grouting First Structural A ` Q
� 3 TIE 5@ICo I I �- 4'� and reinforcing as noted in the job specifications . sheet where section 2 6 Structural sheet where r""'
3 - # [o TOPE bOT. TO MATCH COL . 2�AR5 Unless approved , this sha11 be the required method of is taken section is drawn Q � A
construction for all masonry walls . i�
I N . Locatio� s of a11 reinforcing splices ( vertical & � I 1
horizontal ) shall be approved by the Engineer , or W �■� �
reinforcing sha11 be considered continuous . �
� � 0 . For additional reinforcing and notes see drawings . 0 � . •
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� PROJECT
u� N M6ER � 267
2 - a y YoP � �or. 'b �
N3 TIE5 � 3(o " �t4 xJ �+ r DATE MAY 15, 1984
� nAwN ! KK R9P AA
(oN CNECKED GT
EXCqVATE C�MPLETELY � � C�� ALT. pEy,
FIRST PoUR y�'j I �
�ENCATH GR, DM . FILLTO �
_MAX ' f'�z519LE HE16HT WITM � v
CQNC • PACK REMAiNING . �. ia"W°al
haI7H NON � 9HRINK D$Y-. . IIEY.
PqGK . ` - ' S� au 5n I. LoCATE AT MIDSPAN ONLY. LoGATION 70 BE APPROVED ��y,
BY STRUGTURAL ENGINEER.
2. ALL REINFORGING To BE GONTINUOU9 THROUGH JOINT.
TYPIGAL GRAOE BEAM GONSTRUGTION JOINT
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2 - � 4 .� DATE MAY15, 1989
`� i n DRY PACK WITH g" $� R6P KK
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WITH 4-�/4 m ANCHOR BOLTS _ , NUY6ER
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CONCRETE REINFORqNG � S. OR W. � � N. OR E. CONCRETE REINFORCING S. OR W. � � N. OR E. O �
B E � M � � H E D U L . E MARK 71E SPAqNG PIER CL SKETCH PIER CL REMARKS MARK �GTM � COL CL. SKETCH COL CL REMARKS
W D BOT, TOP W D BOT. TOP �EAR REINF. � /1 O
V J �
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4 -0' EAST OF EAST OOL CL � V
TYPICAL BAR BENDING DIAGRAM 4814 192 16 1 /2 16-�7 18-�8 3J5. 4J10 6 16 1 /2 2-�7 �- � 2- � 8'-9' EACH END r-� °�-2_/6 •
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a-�e r-o• E,�s� ENO '�'-�' ' p� Q
x �1 .25L � .38 CREA7ER L .36 GREATFR L 4818 192 16 1 /2 18-�7 3J7 � 16 1 /2 3- �B 4'- 8' WEST END
� Z , .30 BAR DIA. TOP BARS '�/
� � � �
� �• 4817 192 16 1 /2 1d-/7 22-�p8 3J8 � 18 1 /2 3- �p8 3-�IB 4'-0' EACH END �
� 2� � 0 4818 146 16 1 /2 16- �7 22- �l7 3J9 � 16 1 /2 3-l8 �� 8'-0" EAST OF EAST COL. -��
5,�. Ho� �. U c�
�� �0�. 4819 22 24 3-�t7 + 3-�B #3 71ES AT 8" CONT 3J10 � Z 16 1 /2 2-#16 2-� 4 -8 WEST FJdD w
2' TYP. 807TOM BARS yy � 3-/8 7-0' EAST END �-1� 19'-O' `
W � .
4820 12 82 1 /2 3-y8 3-/�8 �R 11E5 AT 10' CONT. �4'-e' 3,111 31 18 1 /2 4-#t7 ��� 4'-a' EACH END . � V
� � ' .� � � � �, �4'-e' u'-e' 31 B'-6' EACH END � �
� 4821 12 82 1 /4 3-� 3-/8 �t3 TIES AT 10' CONT. 3J72 16 1 /2 4- �17 4-�t7 ._ -y \
3 6 0' EAST OF EAST COL �
14'-0" �
* OPP. HAND 4822 12 62 1 /2 3-�8 3-/8 �3 71E5 AT 10' CONT. r T � ~�
�.1■■� �
CONCRE7E RFJNFORqNG S. OR W. � � N. OR E. �
��K W D BOT. �p nE SPApNG PIER CL SKETCH PIER CL. RE1dARKS 4823 12 82 1 /2 2-�6 2- /E �f TIES AT 10" CONT. 4J7 6 16 1 /2 2- �7 2-� 2- � 7'-8' SOUTH END �s_�• �-ilb r 1
281 11 64 3-/8 3-�t8 �3 T1ES AT 10' COIiT. 9'-71 1/�' 14'�' �� 1a'-0' 14'-M t4'-6' 4J2 8 16 1 Nv
4824 12 43 1 /2 10- /7 3- �9 /�3 T1ES AT 10" CONT. �2 2- f/� 2- �2- /5 13'-s' �-/d �� 1�
14'-6• . . . . . ,._, w �
282 11 84 3-/�8 3-#IB �3 TIES AT 10' (�NT. 4825 12 43 1 /2 3-/7 3-�7 �3 T1ES AT 10 CONT. 14 -e 4J3 B 18 1 /2 2- a16 2-y5 4 -0 SOU7H END
EX19T�NG �����/ STOP 6 TOP i eOT. BARS qi
283 192 18 1 /2 16-/7 22-�p7 Led„N,� � � ���� 4J4 B 18 1 /2 2-�t5 2- �5
LAP BPI.lCE.
284 11 84 3-� 3- �8 �•-� -� 4827 10 62 1 /2 3-y8 3-�8 �3 11ES AT 10' CON7. �-6 '- 4J5 8 18 1 /2 2-�5 2- �18
EXISTING 1e_� •
285 11 64 3-� 3-�8 LENTONS - SEE SECT. 2 2 4820 192 16 1 /2 18- �7 22-� ��n 4J8 8 18 1 /2 2-�ib 2-� � �-A t�-6
2- 4
286 11 84 3-/9 3-�6 ��-� SEE SECT. Z 2 4829 192 18 1 /2 18- /7 17-�6 4J7 22 1 /2 18 1 /2 3- /6 � � 3- � ��•
�
,a-e�
4eao , ez ,a , /2 , e- p z2- 1n +,ie s ,e f/2 s-1� 2-,�e
381 , 491 12 62 1 /2 3-�8 3-�8 �3 TtES A7 10" CONT. �'-� � �/Y 4�'�� 4933 96 18 1 /2 8-p 10— �o- � �o-n 4J11 6 16 1 /2 2-�B 2-p5 �
382, 4B2 12 62 1 /2 3-� 3- �8 /�3 TIES AT 10' CONT. 14�- 4834 96 18 1 /2 H- r7 10-�8 y�-y' 4J14 VARIES 18 1 /2 5-�5 2-�5 S'-0'
3-1� 14- �3 AT 4" N.E. t4'-0' 14'-0' 14'-0' 4J15, 4J32� VARIES 16 1 t2'-e'
383, 4B3 12 82 1 /2 3-/8 3-/8 #3 71E5 AT 10" CONT. 4836 12 42 3-�18 3-i7 �2 3- �16 3-�►6
5-�g �C1 AT 14' BAL
� � ' �- ' 74'-0' 14'-d 4J1'6 40 16 1 _ ��-0'/1 `\���,�• .....,;��,j,�!p��
384 33 18 1 /2 4-/7 �� 12-�3 TIES AT 5 E. Id 4837 12 42 3-/7 3-/8 �3 AT 14 C01�1T. /2 6-/7 13-�8 \`��� ����������i�����
�
383 33 16 1 /2 4- �6 4-�IB B-�3 11ES AT 3' W. 4838 12 42 3-�7 �R AT 14' CONT. 4J17 40 16 1 /2 5- �6 S- d18 W:~°..r2 � �?J�
_ , .
=d� ` � '��
FoR c�wr� d��s. �-a� a-e� , �s. •N `* r°:
3B6 33 18 1 /2 4-�17 4-/6 12- �3 71ES AT 5' W. 483� 12 42 3-�7 3-�I7 f3 AT 14" CONT. 14'-� 3'-Y' 4J78 VARIES 16 1 /2 4-�16 6-�16 12'-� ;6'p'. .•'SS�:
SEE SECT. q ,j ....� Q, �.
�
387 12 62 1 /2 3-/18 4 •�8 �3 TIES AT 14' CONT. �+��� 4840 12 82 1 /2 3-�8 3-�E 1�-r 4J19 VARIES 18 1 /2 4-/6 8-/6 r_p� �-� r-r //��� °01P�����\`\\\\\
1
r-r r-er
3B8 12 62 1 /2 3-/8 3-/8 f3 71ES AT 14' CONT. � - 4841 12 42 3-/7 3- /7 4J20 37 1 /2 18 1 /2 4-/6 7-�B
. .
38� 12 62 1 /2 3-/8 3-�8 /Ci TIES AT 14' CONT. 4J21 • VARIES 16 1 /2 2- /5 2-�t5
3810 192 16 1 /2 22-f7 8-f 2_� �ENro�N' ,� a 8 4J22 20 33 1 /2 4-�/7 �'-e' ���-4�
3811 192 18 1 /2 19-/7 12-�6 .
3812, 4831 192 16 1 /2 18-�I7 18-�7 �p 3- /7 HOOKED DOWN AT 4J24 20 47 1 /2 4-�8 4-�IB �� J
STAIRWELL. TOP �t BOT. • �-4� O =
3813, 4832 12 82 1 /2 3-�8 3-�8 �-� 4J25 20 47 1 /2 4-/B 4-��� 1e'-0' • � W � Q
—� r-4 , � o W
14'-10' 11'-70' 21'-10' J
4 -� E% 16TING 5- �7 =
3814 96 16 1 /2 10-/8 1 �� 8- �4 AT 3' N. LENTON 4 _�g 4J28 VARIES 16 1 /2 S-�B 7-/7 �� t2'-o' Z W t� V�/�
r�� 77-7C 17'-10' �l'-70� O � V♦
�, s � , a , iz „ -�n � �,w
J 0 I S T - S C H E D U L E �' ��'ES , ° , ,2 � � g_,� ,r_�. � J �
,d-,r �-r ,r-r ,A
3816 96 18 1 /2 12-�7 B-�7 ' 4J28 VARIES 18 1 /2 4- � �� �� �� tr� � ♦ + �
SHEAR REJNF. 4X4-W4.OXW4.0 W.W.F. �d_�p. r_�. 19,_3. W � O
3817, 4833 96 16 1 /2 8-�7 10-/8 ��-r TYPICAL BAR BENDING DIAGRAM 4J29 37 1 /2 16 1 /2 h�b �� �� tZ'-p� J W '
.33 L � �
4-/4 AT 10'S� �-/4 AT 4'li 14'-0" � w 4�{3� V��E$ � 6 � �'1 '2- � �- �7 � � �
3818 12 62 1 /2 4-#IB 4 - +� 8 4-�! A7 20'S., �-�4 AT 10'IJ. 1 -0
�-/4 AT 2�' BAL I MIN. CL OF COLUMN �� �� 12'-t0' 11'-10' 41'-t0' � � J
3819 12 62 1 /2 4-� 3 - +� 8 14'-0' t4'-o' � o .25 GREATER L .25 CREATER L 4J31 VARIES 18 1 /2 4-/�B �� tr-� N J =
e � z ,s�—,o� „�—,r Z J �
�n � � TOP BAR TOP BAR
3820 12 821 /2 3-�B 3- �8 • t4'-0' 3'-7 � 4J33 VARIES 161 /2 4- �8 4- �6 O ` _
� � ♦ ' ,
° 4J34 9 16 1 /2 3-/B 3- � tt'-70" Q J �,/
� � V/
ss4 � 2 s2 � /2 a-�e 3-�e �3 nES nr � o' coNT. 14�-6• � W � VARIES � e � /2 4-�a 4-�e s-o� 'r-o� Q ' >
eonoM B� �
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4es � 2 s2 � /2 a-,�e 3-�e p nES �T � o' coHT. 14 -e u -e 2,_0� 2,_ �s 9 18 1 /2 3-� a-1� �
�
14'-a' 2' TYP. � � FOR BM. NADTH SEE SCHf L s 2- �
488 12 62 1 /2 3-�8 3-�8 �t3 TIES AT 10' CONT. •
4J37 6 16 1 2 2-�16 2-�
�
487 92 18 1 /2 8- /7 6-� ' -� �� �y�_r * OPP. HAND
CONCRETE REINFORqNG ��TM � S OR W. � � N. OR E. iROJECT
�8 � 16 � �2 8_� MARK W p BOT. TOP �EAR REINF. COL CL SKETCH COL Cl. REIAARKS NUMBER 267
� oATE MAY 15, �989
DNAW sr K K
4$� �2 � 8 1 �Z ��/ 1 �� Z�'1 6 18 1 �2 2— �8 Z—� 9'-0" EA. END d�_� . CMECKED 6T
REV.
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4810 92 18 1 /2 8-� �� 8-�IB 2-n � �� 3J1 8 18 1 /2 2- �7 2_� 8'-8' EA. ENO R
4811 20 42 S2 �� �� 4-�8 �� �� ,�� 3J2. 4J� 8 16 1 /2 2-/5 2-�18 4'-8" ENAST END - �EV.
.,�
4812 192 18 1 /2 16-�t7 16-��� ��� 3J3 6 18 1 /2 2-��'7 2-#IS B'-8" EAST END ■
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FUTURE 4TH COL . SfZE 22x22 22x22 22x22 22x22 22x20 22x20 22x20 22x20 20x20 22x20 2ox20 2ox2o 2ox20 �
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COL . 5IZE 22x22 22x22 2px22 22X22 22x20 22x20 22x20 22x20 ZOx20 22x20 2ox20 2ox20 2ox20 � N � ��
f 'c (K51 ) 4 4 4 4 4 4 4 4 4 4 4 4 4 - _ � �
VERT. BARS 12 - # 10 $ - # II $ - # lo g - � S � - # tl S -# II 8 - � lo S - #7 S- �8 8 - # 10 8 - � � � 8 - # l0 $ - �9 -
TIE SPACING #4@14" #4@IA�� �k4@14° # � � 14�� #4@14'� # 4@14�� +t4@14�� #3@14" � 3@14'� # 4@14" +� 4 � 14° # 4 � 14" # 3@14'� � � `
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I 5T (4"! ! ¢" ) TIE SPAGING � �� . �
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O �
n �
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o ,,, _ �
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Cg F !n 63 E7 E4 D5 � E3 N N �� ~�
D1 F7 F2 Dlo � E5 S -- °' � ;
EI DS F3 D ? � Elo ru � � � �
D9 , E9 LL 0 � � � � �
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R�C� F � aa�' � U � LL O W � �.�"' �ii��� �, '� � ,
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FIJTURE 4TH COL . SIZE 22x22 22x22 22x20 22x20 22 x20 20x20 pOx20 20x20 20x2,0 20x20 20x1 ? "''" `_� M
� ' c CKSi ) 4 4 4 4 4 4 4 4 4 4 4 � � � ,f, ,
VERT . P�ARS 8 - � II 5 - � 10 S - #' ll S - # 10 S - # 7 B - # II 8 - +� II 8 - � 10 8 - � 10 8 - �7 S - � ? ��t��l �,���
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GENERAL LEGEND FIRE PROTECTION LEGEND . � Q
( Not all symbols listed below are used on these drawings) ' (Not all symbols listed below are used on these drowings)
' ABBR . SYMBOL DESCRIPTION ABBR . SYMBOL DESCRIPTION ABBR , SYMBOL DESCRIPTION ABBR . SYMBOL DESCRIPTION w
(E) EXISTING STRAINER W/ BLOWDOWN VALVE F F FIRE SERVICE PIPING O UPRIGHT SPRINKLER HEAD r }
(N) NEW FLEXIBLE PIPE CONNECTOR FS FS FIRE SPRINKLER PIPING � PENDENT SPRINKLER HEAD v �
W �
� CAP END OF PIPE —0 THERMOMETER WSP WSP WET STANDPIPE O EXPOSED PENDENT SPRINKLER HEAD r T 1
� VXX PITCH PIPE DOWN IN DIRECTION OF ARROW r�`y CEILING ACCESS PANEL DSP DSP DRY STANDPIPE � CONCEALED SPRINKLER HEAD �
—� PIPE ANCHOR PUMP �'�^`� O. S, &Y GATE VALVE W/TAMPER SWITCH e ( 24) DRY PENDENT SPRINKLER HEAD (SHAFT) � W
� �— PIPE ALIGNMENT GUIOE TB � THRUST BLOCK � FIRE DEPARTMENT VALVE �-- SIDEWALL SPRINKLER HEAD �
F�-7� UNION OR FLANGE --�— DIRECTION OF FLOW IN PIPE WF5 4 WATER FLOW SWITCH FHC FIRE HOSE CABINET ~�
�� CONCENTRIC PIPE REDUCER SECTION DESIGNATION PIV q POST INDICATOR VALVE FVC FIRE VALVE CABINET � �
, —v ECCENTRIC PIPE REDUCER M — � 3 �M - 2� SECTION DRAWN ON THIS SHEET FH � FIRE HYDRANT FDC FIRE DEPARTMENT CONNEC110N � U
PRV �_ PRESSURE REDUCING VALVE SECTION CUT ON THIS SHEET RM • C� ROOF MANIFOLD A/S AUTOMATIC FIRE SPRINKLER �� �
PTRV PRESSURE AND/OR TEMP. RELIEF VALVE WAD WALL ACCESS DOOR F�1 Q�
BC �— BALANCING VALVE NIC NoT �N �oNTRA�T P L U M B I N G L E G E N D
GV,BFV -�- —�� GATE VA. OR BUTTERFLY VALVE (SEE SPECS. ) AFF ABOVE FINISHED FLOOR (Not all symbols listed below ore used on these drawings)
GLV,BFV � GLOBE VA. OR BUTTERFLY VALVE (SEE SPECS. ) GC GENERAL CONTRACTOR ABBR . SYMBOL DESCRIPTION ABBR . SYMBOL DESCRIPTION
BV � BALL VALVE MC MECHANICAL CONTRACTOR , CW - DOMESTIC COLD WATER PIPING SA SHOCK ABSORBER
CV �1 CHECK VALVE EC ELECTRICAL CONTRACTOR HW - - DOMESTIC HOT WATER PIPlNG � GAS SHUT-OFF VALVE
� SOLENOID VALVE KEC KITCHEN EQUIPMENT CONTRACTOR HWC — - - - — DOMESTIC HOT WATER CIRC. PIPING � STOP AND DRAIN VALVE ,
—�t+++ HOSE END DRAIN VALVE C COMMON CW- S - - - 5— SOFTENED DOMESTIC COLD WATER PIPING WH —�F WALL HYDRANT
P/T T P�T PRESSURE/TEMPERATURE TAP NC NORMALLY CLOSED HW- S - - - —S— SOFTENED DOMESTIC HOT WATER PIPING HB —h HOSE BI88
�
STRAINER NO NOMALLY OPEN HW 180' — HW 180' — DOM . HOT WATER PIPING O TEMP. SHOWN YH ❑o YARD HYDRANT
� POINT OF CONNECTION, NEW TO EXISIING TDH TOTAL DYNAMIC HEAD V v �- -� - VENT PIPING � � OXYGEN PIPING
AV -�� AVv ACID RESISTANT VENT PIPING VAC VAC VACUUM PIPING "'
H VA C LE G E N D W W WASTE PIPING (ABOVE FLOOR IN BUtLDING) N20 N20 NITROUS OXIDE PIPING
(Not all symbols listed below are used on these drawings) ACID RESISTANT WASTE PIPING
AW AW (ABOVE FLOOR IN BUILDING) N N NITROGEN PIPING
r... ,
ABBR . SYMBOL DESCRIPTION ABBR . SYMBOL DESCRIPTION ACID RESISTANT BUILDING DRAIN PIPING ; �6�NEE
ABD - -ABD - - (BELOW FLOOR IN BUILDING) MA MA MEDICAL AIR PIPING �!�'� 0,9`
LPS LPS LOW PRESSURE STEAM SUPPLY PIPING FS � FLOW SWITCH ACID RE$ISTANT BUILDING SEWER PIPING o o -"q`" `6
� ABS ABS DW DW °� Q � m �
(BELOW GRADE OUTSIDE BUILDING) . DEIONIZED WATER PIPING W �, � O o •
LPR - - LPR - - LOW PRESSURE CONDENSATE RETURN PIPING EJ EXPANSION JOINT BUILDING DRAIN PIPING o " N , d � o �
BD '-- - BD - - (BELOW FLOOR IN BUILDING) H H HYDROGEN PIPING �� � � � ,`4, �
MPS MPS MEDIUM PRESSURE STEAM SUPPLY PIPING BJ —1�— BALL JOINT EXPANSION COMPENSATOR BS - - BS - - (BELOWGGRADEROUTSIDE BUILDING) N � N � LIQUID NITROGEN PIPING \o�`'�rf�93y ��! � 4
MPR - - MPR — — MEDIUM PRESSURE CONDENSATE RETURN PIPING � � SUPPLY DUCT UP / SUPPLY DUCT DOWN SD - - SD - - STORM DRAIN PIPING
(BELOW FLOOR IN BUILDING) G G GAS PIPING
� HPS HPS HIGH PRESSURE STEAM SUPPLY PIPING � �� RETURN DUCT UP —
/•--+Y—� RETURN DUCT DOWN STORM SEWER PIPING
SS — SS - - (BELOW GRADE OUTSIDE BUILDING) CA �A COMPRESSED AIR PIPING
HPR - - HPR - - HIGH PRESSURE CONDENSATE RETURN PIPING A. L. ACOUSTiCALLY LINED DUCTWORK •
S - - S - - SANITARY SEWER PIPING � OXYGEN SERVICE OUTLET
8BD BBD BOILER BLOWDOWN PIPING BDD i BACKDRAFT DAMPER
ID ID IND�RECT DRAIN PIPING ♦ VACUUM SERVICE OUTLET
HS HS HEATING WATER SUPPLY PIPING �,� F�EXIBLE DUCT CONNECTION
IW IW INDIRECT WASTE PIPING � NITROUS OXIDE SERVICE OUTLET
HR - - HR - - HEAl1NG WATER RETURN PIPING � TURNING VANES IN DUCT ELBOW GREASE DRAIN (WASTE LINE TO
GD GD GREASE INTERCEPTOR) 0 NITROGEN SERVICE OUTLET
CH CH CHILLED WATER SUPPLY PIPING � SPIN — IN FITIING W/ MANUAL VOLUME DAMPER _ _
SSD — SSD - - — SUB —SURFACE DRAIN PIPING � GAS SERVICE OUTLET
CHR - - CHR - - CHILLED WATER RE7URN PIPING �� ROUND FLEXIBLE DUCTWORK
RDL RDL ROOF DRAIN PIPING , MEDICAL AIR SERVICE OUTLET
CS CS CONDENSER WATER SUPPLY PIPING MVD MANUAL VOLUME DAMPER O � p
SCO � SURFACE CLEANOUT ZVB ZONE VALVE BOX � W Q
CR - - CR - - CONDENSER WATER RETURN PIPING DAD �� DUCT ACCESS DOOR FCO Q FLOOR CLEANOUT AAP AREA ALARM PANEL � Z O
CN CN COOLING COIL DRAIN PIPING DFD Q DUCT FIRE DAMPER WCO a—�I WALL CLEANOUT (IN VERTICAL RISER) MH MANHOLE O W U
PD PD CONDENSATE PUMP DISCHARGE PIPING DSD � COMBINATION DUCT SMOKE 8c FIRE DAMPER � U
LCO � �— LINE CLEANOUT CI CAST IRON � J
RL RL REFRIGERANT LIQUfD PIPING TCD � TEMP. CONTROL DAMPER— OPPOSED BLADE � FIXTURE OR DRAIN W/ P— TRAP VCP VITRIFIED CLAY PIPIE Q
RS - - RS - - REFRIGERANT SUCTION PIPING TCD � � � TEMP, CONTROL DAMPER— PARALLEL BLADE AD • AREA DRAIN CB CATCH BASIN � � •
W �
RHS RHS REFRIGERANT HOT GAS PIPING TCOAD TEMPERATURE CONTROL OUTSIDE AIR DAMPER
FD � FLOOR DRAIN (ROUND GRATE) VTR VENT THRU ROOF J W
FOS FOS FUEL OIL SUPPLY PIPING TCRAD TEMPERATURE CONTROL RETURN AIR DAMPER
FD � FLOOR DRAIN (SQUARE GRATE) IE INVERT ELEVATION Q �
FOR - - FOR - - FUEL OIL RETURN PIPING TCEAD TEMPERATURE CONTROL EXHAUST AIR DAMPER RD OO ROOF DRAIN '� GAS PRESSURE REDUCING VALVE Q� �
� FOG FOG FUEL OIL GAUGE PIPING EP � ELECTRIC—PNEUMATIC CONTROL SWITCH BFP _ r$ __ ._ ATMOSPHERIC BACKFLOW PREVENTER AFV AUTOMATIC FLOW CONTROL VALVE y �
FOV �r— FOV —�� FUEL OIL VENT PIPING PE � PNEUMATIC—ELECTRIC CONTROL SWITCH Z �„�
BFP —y'}� PRESSURE DIFFERENTIAL BACKFLOW PREVENTER O Q Q
FOF FOF FUEL OIL FILL PIPING OT WALL MOUNTED THERMOSTAT � �
TT � TT THERMOSTATIC STEAM TRAP � UNIT MOUNTED THERMOSTAT = '
J �
, FkT �F�T FLOAT AND THERMOSTATIC STEAM TRAP OO HUMIDISTAT Q a Q
IBT O �BT INVERTED BUCKET STEAM TRAP —tt-� UNDERCUT DOOR Q ! � �
TCV �— —�— (2 OR 3— WAY) TEMPERATURE CONTROL VALVE f� LOUVER
0 o FLOW METER SP IN WC S7ATIC PRESSURE IN INCHES WATER COLUMN
�r CIRCUIT SETTER MAV MANUAL AIR VENT
RSV �i�r— REFRIGERANT SERVICE VALVE � � REFRIGERANT FILTER DRIER
G��— REFRIGERANT SIGHT GLASS REFRIGERANT EXPANSION VALVE .
R - - R - - HEATING OR CHILLED WATER RETURN PIPING
S S HEATING OR CHILLEO WATER SUPPLY PIPING NuaeER 267
DATE MAY ..� 51969
RA er RJ5
' CMECKED GGG
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ROOF MOUNTED HEATING AND AIR CONDITIONING UNIT SCHEDULE � �
SUPPLY FAN DATA RETURN /EXHAUST FAN DATA COIL DATA EVAP. COOLER DATA PRE-FILTER DATA FINAL-FILTER DA7A O W
FAN FAN ENTERING LEAVING APPROX. APPROX. �� �
DESIGNATION MANUFACTURER MOOEL CFM CFM T. S.P. N0. WHEEL MIN. T.S.P. N0. WHEEL MIN. COIL AIR P.D. AIR TEMP. AIR TEMP. WATER NET AIR P.D. ROOF CURB OPER. CONTROL VIBRATION
TOTAL O.A. IN. W.C. fAN DIA. APPROX. FqN IN. W.C. FAN DIA. APPROX. FAN FACE CELL 7 9' DIMENSIONS WEIGHT ISOLATORS �
RPM �� RPM SERVICE AREA CFM IN W.C. MgH GPM P.D. pEPTM FACE IN. W.C. P'PE AMOUNT EFF. TYPE AMOUN7 EFF. � ^
O 8150' O 8150' O S.L. WHEELS TYPE HP O S.L. WHEELS TYPE HP O 8150' O S.L. 'F DB 'F WB 'F DB 'F WB FT• W��� AREA O S.L.
CLASS CLASS
I--i
33Ys� 27 " Q1 HEATING Q5 45 22 ,240 0.6 50 - - 75 - - 442 72 QS 3 2" PLEATED � � 30 ( 10)24" x24"
SF-4 TEMTROL CUSTOM 22,240 4,440 4" 1 BAF 1270 20 17.800 tlh" 2 FC 753 7yh 12" 45 0. 20 AND � � 0)24 x24 AND CARTRIDGE �5) 12" x24" 90 40' -0" x 25,300 SEE SPEC. SEE SPEC.
O O 12" CARTRIDGE 5 72" x24" 90 HEPA � � , _6„ � T �
3 CLASS II CLASS I 2 COOLING 45 22,240 0.2 80 60 55 52 442 88 3 � � BY 1 " DEEP F■r■��
22" 21 " Q1 HEATING Q5 20.25 10.000 0.6 50 - - 75 -- 199 32 05 3 2" PLEATED » � 30 . � U ' ^
SF-5 TEMTROL CUSTOM 10,000 2,000 4" 1 8AF 1915 70 8000 1 'h" 1 FC 749 5 12" 24 0. 18 AND (6)24 x24 AND CARTRIDGE (6)24 x24 90 3��_� x � 5, 100 SEE SPEC. SEE SPEC. V J
Q CLASS II CLASS I Q COOLING 20.25 10,000 0.2 SO 60 55 52 199 40 3 12" CARTRIDGE (3) 12" x24" 90 HEPA (3) 1Yx24' w r
l � �
1 HEATING COIL CAPACITY BASED ON 140'F EWT. Q PROVIDE WITH (2) " R.M. PRODUCTS" MODEL TBH- 26 AIR BLENDERS W r `
2 CHILLED WATER COIL BASED ON 45'F EWT Q BASED ON A 40R PROPYLENE GLYCOL SOLUTION � v
3 PROVIDE WITH (2) " R.M. PRODUCTS MODEL TBH- 38 AIR BLENDERS
W
. �
� �
FAN SCHEDULE . UNIT HEATER SCHEDULE ( HOT WATER /STEAM ) w �
� � U
S. P. TIP OUTLET VIBRATION APPROX. ' /1
DESIGNATION FAN TYPE SERVICE MANUFACTURER MODEL WHEEL CFM O IN. W. C. APPROX. SPEED VELOCITY MINIMUM ISOLATOR DRIVE DAMPER THROAT ARRANGEMENT CONTROL REMARKS MOUNTING MBH CFM O V J �
DIAMETER 8150' �,�, RPM (FPM) (FPM ) HP TYPE �E TYPE DIMENSION & MOUNTING DESIGNATION MFR. MODEL DISCHARGE �pM RPM HP CONTROL REMARKS
HEIGHT O S.L. 8150' �� �
EF-7 CENTRIFUGAL GENERAL COOK 120 12" 430 Y4" 800 2400 - - Y� - - BELT B.D.D. 20" x20" ROOF CURB SEE SPECS. UH - 1 AIRTHERM HU -45 HORIZONTAL HIGH AS 25 3,5 600 7600 � Zp INTECRAL ^
EXHAUST POSSIBLE � STAT
EF-8 CENTRIFUGAL GENERAL COOK 120 12" 260 Y4" 760 2400 - - Y� - - BELT B.D:U. 20" x20" ROOF CURB SEE SPECS.
EXHAUST
EF-9 CENTRIFUGAL GENERAL COOK 150 15" 1650 3b" 990 3800 - - 'h - - BELT B.D.D. 24" x24' ROOF CURB SEE SPECS.
EXHAUST BASED ON 180'f EWT, 60'F EAT.
EF- 10 CENTRIFUGAL GENERAL COOK 120 12" 600 �b" 1000 3000 - - Y+ - - BELT B.D. D. 20" x20" ROOF CURB LOCAL
EXHAUST SWITCH
EF- 11 CENTRIFUGAL GENERAL COOK 165R48 � g yt• 1735 HIGH 4b' H 1800 HIGH 4000 - - '/s (2 SPD.) - - BELT B.D.D. 24" x24" ROOF CURB - - MANUAL HIGH/LOW SPEED SWITCH MOUNTED
EXHAUST 1145 LOW �b" L 1200 LOW DIRECTLY UNDER FAN HOUSING
ELEV. EQUIP. LOCAL
� ! EF- 12 PROPEILER �NTILATION COOK 24SP8 24" 2000 Yi 640 - - - - Y4 - - BELT B.D.D. 24' x24" WALL �AT ALTERNATE N0. 1
EXISTING GENERAL 2590 HIGH 46" H 1800 HIGH MANUAL HIGH/LOW SPEED SWITCH MOUNTED
EF- 1 CENTRIFUGAL EXHAUST COOK 180058 18" � 7 � 0 LOW 3b" .L 7200 LOW Yi OO - - BELT Q3 B.D.D. 24" x24" ROOF CURB - - DIRECTLY UNOER FAN HOUSING
, EXISTING GENERAL 2730 HIGH �Is� H 1800 HIGH MANUAL HIGH/LOW SPEED SWITCH MOUNTED
EF-2 CENTRIFUGAL EXHAUST COOK 180CSB � � � g00 LOW ib" L 1200 LOW �+ OO - - BELT Q3 B.D.D. 24" x24' ROOF CURB - - DIRECTLY UNDER FAN HOUSING
EXISTING CENTRIFUGAL GENERAL COOK 135C5B 13Y1^ � 265 HIGH ye" H 1800 HIGH _ _ _ _ ys 2 - - BELT 3 B.D.D. 20" x20' ROOF CURB MANUAL HIGH/LOW SPEED SWITCH MOUNTED
EF-3 EXHAUST 835 LOW Y�" L 1200 LOW O O DIRECTLY UNDER FAN HOUSING
1 EXIST. FANS EF- 1 , EF-2 dc EF- 3 ARE TO BE RELOCATED TO NEW 3RD FLOOR ROOF
REMOVE EXISTING 1 /2 H.P. MOTOR AND REPLACE WITH NEW 2-SPEED MOTOR AT H.P. SHOWN
3 CHANGE SHEAVES TO HAVE FAN OPERATE AT PRESENT RPM AT NEW LOW SPEED MOTOR OPERATION ,
�6\�,EEtIS
+�� ��`� `�
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PUMP SCHEDULE ° ` � ° � �
FAN COIL UNIT SCHEDULE ' v��' �� mS�!`" �
MAXIMUM TOTAL VIBRATION SUCTION DISCH . d�lf�93Y �
OPER. DYNAMIC EFF. MIN .
FAN DATA COIL DATA DESIGNATION SERVICE �MP MANUFACTURER PUMP TYPE PUMP �AODEL GPM HEAD y HP RPM ISOLATOR SIZE SIZE CONTROL REMARKS
� (FEET) TYPE ( INCHES) (INCHES)
DESIGNATION MANUFACTURER MODEL ARRANG. 3-SPEED �FM O A R�TEMP. O AIRA EMP. O WATER CONTROL REMARKS HTG. SF-4
CFM pq RPM MOTOR P- 12 COIL CIRC. 200 B & G IN- LINE ZAA 72 � 25 56 1 1750 SEE SPEC. 2" 2" SEE SPEC. SERIES 60
TOTAL ESP SERVICE MBH GPM P• �• O °
O 8150 3- SPD. WATTS FT• W�• p- 13 GLYCOL PUMP 200 B dc G IN -LINE 2A 90 O 43 58 2 1750 SEE SPEC. 2" 2" SEE SPEC. SERIES 60
O 8150 'F DB 'F WB 'F DB 'F WB QQ �
390 1070 HEATING 72 - - 125 - - 16.4 1 .6 3 P- 14 GLYCOL PUMP 200 B dc G IN - LINE 2A 90 43 58 2 1750 SEE SPEC. 2" 2" SEE SPEC. SERIES 60
VERTICAL LOCAL O
FCU - t AIRTHERM F FLOOR 340 0 0 950 58 STAT HTG. SF- 5
270 750 COOLING 75 56 54 48.5 6.5 1 .3 3 P - 15 COIL CIRC. 200 B dc G IN - LINE 11h AA 32 O 25 51 3/4 1750 SEE SPEC, 1Ye" 1y2" SEE SPEC. SERIES 60
590 1070 HEATING 72 - - 125 - - 23.0 2.3 3 Q1 BASED ON A 409 PROPYLENE GLYCOL SOLUTION
fCU-2 NRTHERM F VERTICAL 525 0 0 950 80 LOCAL .
FLOOR STAT
420 750 COOLING 75 56 54 9.8 2.0 3
780 1070 HEATING 72 - - 125 - - 30. 4 3.0 3 Q � O
VERTICAL LOCAL � W Q
FCU-3 AIRTHERM F FLOOR 700 0 0 950 135 STAT
540 750 COOLING 75 56 54 13.0 2.6 3 � 0
590 1070 HEATiNG 72 - - 125 - - 23.0 2. 3 3 � Z O
VERTICAL LOCAL Z W U
FCU-4 AIRTHERM CF CONCEALED 525 0 0 950 80 STAT o A I R D E VI C E S C H E D U L E .
420 750 COOLING 75 56 54 9.8 2.0 3 Q V •
590 1070 HEATiNG 72 - - 125 - - 23.0 2.3 3 � J
CEILING LOCAL DAMPER
FCU -5 AIRTHERM CB CABINET 420 � � 950 80 STAT DESIGNATION TYPE MFR. MODEL FRAME MATERIAL FINISH TMPE ACCESS. REMARKS Q a ,
COOLING -- - - - - - - - - - - -
� U
CD- 1 LAY-IN TITUS g"mPNECK P'PE 3 STEEL OFF-WHITE - - 24" x24" MODULE � Q
CD-2 LAY-IN TITUS g'0 NECK n'PE 3 STEEL OFF-WHITE - - 24" x24" MODULE � C
CD- 3 lAY-IN TITUS � p"� NECK n'PE 3 STEEL OFF-WHITE - - 24" z24" MODULE � �
1Q EXTERNAL STATIC PRESSURE DOES NOT INCLUDE UNIT CASING, FILTERS OR COILS. 6Q PROVIDE WITH A 45' x5" SG- 1 IN THE TOP OF COUNTER. SIZE GIVEN IS ACTNE AIR
� DISCHARGE SIZE. VERIFY WI7H UNIT MFR. ALSO PROVIDE A 48� x3" SG- 1 IN TOE SPACE. PAS 'w
Q2 MOTORS TO BE 3- SPEED , HIGH EFFICIENCY, PERMANENT SPLIT CAPACITOR TYPE . CD-4 LAY- IN TITUS � 2"y NECK NPE 3 STEEL OFF-WHITE - - 24" x24" MODULE / A � y;
vi
Q CAPACITIES ARE BASED ON 45'F CHILLED WATER AND 152'F ENTERING HEATING CD - 5 LAY- IN TITUS � 4"m NECK NPE 3 STEEL OFF-WHITE - - 24" x24" MODULE Z J J
WATER TEMPERATURE AT HIGH SPEED, CAPACITIES CIVEN ARE SITE (8150' ELEV.)
CAPACITIES, CATALOGUED ARI CAPACITY x OJ9 FOR COOLING AND x 0.84 FOR HEATING. CD-6 LAY- IN TITUS T�F -- STEEL WHITE DISK O � �
Q LEAVING AIR TEMPERATURE IS BASED ON HIGH FAN SPEED AIR QUANTITIES. 10�0 NECK L > Q
Q5 ALL COOLING CAPACITY IS SENSIBLE. CD-7 SURFACE MTD TRUS PAS TYPE 1 STEEL WHITE O. B. D. SEE PLANS FOR NECK SIZE � � J WT
i
R - 1 , ER- 1 LAY-IN TITUS PAR TYPE 3 STEEL OFF-WHITE - - 24" x24" , 24" x1Y OR 48" x24" Q Q -�
R- 2 SURFACE MTD TITUS PAR TYPE 1 STEEL OFF-WHITE O. B. D. SEE PLANS FOR NECK SIZE Q � � �
F I N TU B E R A D I A TI 0 N S C H E D U L E R - 3 SIDEWALL TITUS 25 RS - - STEEL PRIME O.B. D.
ER -2 SURFACE MTD TITUS 8F - - ALUMINUM OFF-WHITE O.B.D. SEE PLANS FOR NECK SIZE
ELEMEN7 ENCLOSURE NATURAL 7Yz"ACCESS DOOR
SG- 1 SILL GRILLE MEfALAIRE 2015F - - ALUMINUM
DESIGNATION MANUFACTURER MODEL N0. BTUH/LF GPM/LF DAMPER REMARKS ANODIZED - - ABOVE SPEED CONTROLLER
ROWS ELEMENT ELEMENT MIATERIAL MATER AL FINS/FT HEIGHT DEPTH REQIRED TOP SPACE STAMPED _ _ _ _
(INCHES) (INCHES) SG-2 GRILLE A & J �,q1710E GRILLE � I� THICK ALUMINUM WITH SCREW HOLES
FTR- 1 STERLING JVB-" S" 1 1200 0. 12 1Y+" CU 4Y4" x4Y+" A.L. 48 18 5Y+" NO SWR - 1 SIDEWALL TITUS 300 RL -- STEEL PRIME O.B.D.
FTR - 2 STERLING BARE FIN 1 650 0.06 ty�" CU 3Y�"x3Y+" A.L. 32 -- - - NO
BASED ON 180'F EWT
NUMJOER 267
� � DATE MAY I 5 i 9B9
DRAWN sr �zJs
, CMECKED GCG
REV.
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11EV.
11 Y�
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RADIANT HEATING PANEL SCHEDULE DUCT HEATING COIL SCHEDULE ( HOT WATER ) O �
W
COIL ~1 ��j
NUMBER HEATING CAPACITY - MINIMUM DIM , AIR WATER ,c�
DESIGNATION ROOM OF MFR. MODEL REMARKS DESIGNATION SYSTEM MFR. MODEL H X yy �F� , p p EAT LAT MBH GPM CONTROL REMARKS
NUMBER LOCATION O 8150 'F 'F P• �• � ^
PANELS BTU EWT LWT GPM CKTS WPD (INCHES) IN . W.C, FT. W. C.
{-d
RHP- 1 3003 8 1240 780 160 0, 12 2 AIRTEX HPH 48" x24" DHC- 24 2ND FLOOR TEMTROL A8A1A912 9x12 350 0.07 55 75 5.6 0. 6 0. 1 LOCAL STAT
' DHC- 25 2ND FLOOR TEMTROL A10A1A1215 12x15 700 0. 11 55 87 .5 18.0 1 .8 0.9 LOCAL STAT w
DHC- 26 2ND FLOOR TEMTROL A10A1A1215 12x15 700 0.09 55 75 11 . 1 1 . 1 0.4 LOCAL STAT V �
v
DHC- 27 2ND FLOOR TEMTROL A10AtA1215 12x15 700 0.09 55 75 11 . 1 1 . 1 0.4 LOCAL STAT �,.� r
W �..�
DHC-28 2ND FLOOR 7EMTROL A8A1A912 9x12 380 0, 08 55 82. 7 8.4 0.8 0.2 LOCAL STAT ' `
DHC- 29 2ND FLOOR TEMTROL ASA1A912 9xt2 380 0,08 55 82 . 7 8. 4 0.8 0.2 LOCAL STAT � �
DHC- 30 2ND FLOOR TEMTROL P,8A1A912 9x12 300 0.05 55 75 4.8 0 . 5 0. 1 LOCAL STAT � �
C 0 N D E N S A T E R E T U R N U N I T S C H E D U L E DHC-31 2ND FLOOR TEMTROL A8A1A1218 12x18 790 0.09 55 75 12 .5 1 . 3 0: 5 LOCAL STAT � �
DISCH. RECEIVER NUMBER DHC - 32 2ND FLOOR TEMTROL A8A1A912 9x12 180 0.02 55 75 2 .9 0.3 0. 1 LOCAL STAT w �
DESIGNATION MFR. MODEL SQ' FT• GPM HEAD CAPACITY OF MINIMUM RPM CONTROL REMARKS
EDR (pSIG) (GALS. ) PUMPS HP DHC- 33 2ND FLOOR TEMTROL A8A1A912 9x12 250 0.05 55 76.2 4.2 0.4 0. 1 LOCAL STAT � r `
CP- 1 BRYAN HFS - 100- 14-30 - - 2.6 80 30 2 1 /3 3450 FLOAT DHC-34 3RD FLOOR TEMTROL Z8A1G1848 18x48 3600 0. 11 55 79 . 2 69. 1 6. 9 0. 4 LOCAL STAT � �
DHC-35 3RD FLOOR TEMTROL Z8A1G1848 18x48 3600 0. 11 55 78. 7 67.9 6.8 0. 4 LOCAL STAT � �
DHC- 36 3RD FLOOR TEMTROL Z8A1G1848 18x48 3600 0. 11 55 79 . 2 69 .2 6.9 0.4 LOCAL STAT � �
DHC- 37 3RD FLOOR TEMTROL Z8A7G1848 18x48 3600 0. 11 55 77.2 63. 4 6.3 0.4 LOCAL STAT
DHC - 38 3RD FLOOR TEMTROL A10A1A912 9x12 200 0 .03 55 100 .3 7 , 2 0.7 0. 1 LOCAL STAT
OHC-39 3RD FLOOR TEMTROL A10AtA1212 12x12 500 0. 11 55 96. 7 16. 5 1 . 7 0.7 LOCAL STAT
DHC- 40 3RD FLOOR TEMTROL A8A1A912 9x12 300 0.05 55 82 . 1 6.5 0.6 0. 1 LOCAL STAT
DHC- 41 3RD FLOOR TEMTROL A8A1A912 9x12 300 0 .05 55 89. 3 8. 2 0. 8 0.2 LOCAL STAT
DHC -42 3RD FLOOR TEM7ROL A8A1A912 12x12 400 0.05 55 89, 3 10. 9 1 . 1 0. 3 LOCAL S7AT
DHC-43 3RD FLOOR TEMTROL A8A1A912 9x12 150 0.02 55 87.7 3.9 0.4 0. 1 LOCAL STAT
DHC- 44 3RD FLOOR TEMTROL Al2A181278 12x18 900 0. 15 55 94. 0 27 .8 2 .8 0.3 LOCAL STAT
DHC -45 3RD FLOOR TEMTROL A8A1A912 9x12 200 0.03 55 75.0 3.2 0. 3 0. 1 LOCAL STAT
DHC-46 3RD FLOOR TEMTROL A8AtA1221 12x21 1000 0. 70 55 84. 7 23.5 2.4 1 . 7 LOCAL STAT
DHC-47 3RD FLOOR TEMTROL A14A161830 18x30 2000 0. 14 55 96.8 66.4 6. 6 0.3 LOCAL STAT
DHC- 48 3RD FLOOR TEMTROL A8A1A912 9x12 150 0.02 55 81 . 1 3. 2 0 , 3 0. 1 LOCAL STAT
DHC-49 3RD FLOOR TEMTROL A72A1A7212 12x12 400 0.07 55 104. 1 15. 6 1 . 6 0. 6 LOCAL STAT
,,, ,�6�NEEAE
DHC- 50 3RD FLOOR TEMTROL Al2A1A1212 12x12 560 0. 13 55 94. 6 17. 6 1 .8 0.8 LOCAL STAT !�`� �
a � � ` �
DHC- 51 3RD FLOOR TEMTROL ASA1A912 9xt 2 140 0. 02 55 84. 1 3 . 2 0. 3 0, 1 LOCAL STAT ! y � � m � � �
� � O .a �
c;
DHC- 52 3RD FLOOR TEMTROL A8A1A912 9x12 300 0.05 55 87 . 1 7. 7 0.8 0. 1 LOCAL STAT �, �; d m o \
,, '''d .� S'�� 1�
O
DHC- 53 3RD FLOOR TEMTROL A8A1A1212 12x12 425 0.02 55 85. 3 10.2 1 . 0 0. 1 LOCAL STAT �� . �1f�83Y
DHC- 54 3RD FLOOR TEMTROL A8A1A912 9x12 155 0 .02 55 88, 1 4. 1 0.4 0. 1 LOCAL STAT
DHC- 55 3RD FLOOR TEMTROL A8A1A912 9x12 170 0.02 55 75.0 2.7 0. 3 0. 1 LOCAL STAT
DHC-56 3RD FLOOR 7EMTROL A8A7A7212 12x12 400 0.05 55 75.0 6. 4 0.6 0. 7 LOCAL STAT
DHC- 57 3RD FLOOR TEMTROL A8A1A912 9x12 100 0.01 55 97. 6 3 .4 0. 3 0. 1 LOCAL STAT
DHC- 58 3RD FLOOR TEMTROL A8A1A1212 12x12 400 0. 05 55 83. 6 9. 1 0.9 0. 3 LOCAL STAT
DHC- 59 3RD FLOOR TEMTROL A8A1A912 9x12 100 0.05 55 86.9 2.5 0.3 0 . 1 LOCAL STAT
DHC- 60 3RD FLOOR TEMTROL A8A1A912 9x12 100 0.01 55 89. 3 2.7 0.3 0. 1 LOCAL STAT
DHC- 61 3RD FLOOR TEMTROL Al2A1A1212 12x12 580 0. 13 55 94. 6 17.2 1 . 8 0.8 LOCAL STAT O � O
DHC- 62 3RD FLOOR TEMTROL A8AtA912 9x12 150 0.02 55 84. 1 6. 1 0. 6 0. 1 LOCAL STAT
� r �
DHC-63 3RD FLOOR TEM7ROL A8A1A1218 12x ) 8 700 0.07 55 75. 0 11 . 7 f . 1 0. 4 LOCAL S7AT � W �
U
DHC- 64 3RD FLOOR TEMTROL ABA1A1218 12x16 650 0.06 55 90. 3 18.2 1 .8 1 .0 LOCAL STAT O �
DHC- 65 3RD FLOOR TEMTROL A8A1A912 9x12 100 0.01 55 88.2 2.6 0 . 3 0. 1 LOCAL STAT f-,..�
a a.
DHC- 66 3RD FLOOR TEMTROL A8A1A912 9x12 280 0.05 55 75.0 4. 4 0.4 0. 1 LOCAL STAT � ' +
W `'�
DHC- 67 BASEMENT TEMTROL A10A1A1212 12x12 400 0.06 55 99. 3 14 . 1 1 . 4 0.5 LOCAL STAT � Q
1 . HEATING COIL BASED ON 180' F EWT.
a �
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ZJ �
W
O � J
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. SHELL AND TUBE HEAT EXCHANGER SCHEDULE o � W
Q Q J / ♦
Q V
TUBE SIDE Q SHELL SIDE Q Q ' � �
SHELL TUBE N0. HEATING
DESIGNATION MANUFACTURER MODEL DIA. LENGTH pASSES SURFACE REMARKS
( IN .) (FT, ) EWT LWT MBH GPM P. D. EWT LWT GP� P. D. SQ. FT.
'F 'F FT. W. C. 'F 'F FT. W. C.
HX - 1 8 & G WU66- 23 6 6 2 110 120 450 90 4.21 170 150 45 6.07 26 .9
HX - 2 B & G WU66-23 6 6 2 110 120 450 90 4.21 170 150 45 6.07 26.9
01 BASED ON 40� PROPYLENE GLYCOL SOLUTION ON TUBE SIDE,
WATER OM SHELL SIDE.
' PROJECT
NUMlER 267
� DATE MA`� I 5� I QA9
� DRAWN sv �'J �
CXECKED �G
REY.
IIE
REV.
' REY.
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108905
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wo� nro�s: c�� rvo�s: A
. . . _ . O �C
2E �SG.F VA�VCs , O R�MOVE EXISTING UPRIGHT SPRINKLER . RUN NEW 1 " TO NEW 1 . THIS CONTRACTOR SHALL V�RIFV ALI. EXISTING MECHANTCAL CONDITIONS PRIOR �
• � PENOANT HEAp LOCATION . TO SUBMITTING BID . NO ADDITIONAI. GOST WILL BE ALLOWED FOR CONTRACTOR ' S � O
SAM Pt.E • FAII.UR� TO BECOME fAMILIAR WITH NEW/ EXISTING MECHANICAL INTERFACE AND � a
GONNEGTION 2O 14 " X 6 " DN . IN CHA$ E TO R -3 10 " X 10 " 300 CFM . LOCATE COORDINATION . O
YAtVE GRILLE DIRECTLY ABOVE BACKSPLASH Of CABINETRY .
� ����� �� FIL?ER - MUFFt.EIZ O 2 . THIS CONTRACTOR SHALL NOT SHUT-OFF/ PUT-OUT-OF- SERVICE ANY SYSTEMS/ � V
INTAKE 3 R�MOVE AND RELOCATE EXIST . 18 " X 12 " DUCT , GRILLE AND $�RVICES WITHOUT FIRST COORDINATING AI,L DOWNTIME WITH OWNER OR
Fl.t.'X131..E FIRE DAMPER , SO AS TO AVOID NEW SOUTH WALL OF LAB . , BUILDING PERSONNEL . `
GONNEGT02
� � �u1�F 4O NEW DRYER/ PURIFIER MOUNTED ON 4 " HIGH CONCRETE PAD . 3 . THIS MECHANICAL CONTRAGTOR SNALL COORDINATE LOCATION OF PIPING WITH w
y/� LV� 5O NEW IN-LINE FILTER BYPASS . OTH�R TRADES . VERIFY E,XACT LOCATION ELEVATIONS AND DIMENSIONS OF �� �
STRUCTURAL MEMBERS ANp OPENINGS .
P2ES�URE R�EF VALVE W
12EGUlrAT02
IN - LINE FILTER BY- PA55 t�► or.� (TYF?)
D2`��I?� PU i21 F I E 2 ' � �
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. NUMSER
DATE `� IS 1�1�1
PARTI �„6 �A,��MFNT FLDOR PL�AN oR sY F�
•, - CNECKED �G
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PLUMBING & FIRE PROTECTION
' HVAC , � , RE�.
SCALE: 1 /8' - t'-0'
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� REV.
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WOR� t�OTES�:' O � .-
� lO 3/4 " S . & R . & CN . UP THRU EXISTIN6 ROOF SLAB TO FAN COIL UNITS ON V J O
• 1 4 " W & 4 " V S?ACKS THROUGH ROOF . 2ND FLOOR . SEE STRUCT . DRAWINGS FOR EXACT METHOD OF bRILLING NEW FF----�� ^
O " � � n M S 4. 'Jr <0 7 8 q OPENINGS . �
L.J
Q 4 RD- 1 . i i � � EX+d . DUG? ( ���II..12ER 2 EXISTING BEAM TO BE CORE DRILLED AT THIS LOCATION . SEE STRUCTURAL U
OI RD, F . W 6�G08NEGK C�h�C,i� F. OF P�PNGi 15a,5 O DRAWINGS FOR EXACT LOCATION & METHOD OF DRILLING . �
„ D BY �IJEIZ ,
3 4 R�- 2 . ' �- j. NOTeD. SUPPORT PIPit.IGi qg r�� •
O4 3 " RD- 1 . �.J + + � i SPEGIFIEp +� EAGN I.�NG�TH 3O EXISTING ENDICATING VALVE FOR NEW WET STANDPIPE . REMOVE EXIST . O �/ • ,
OF F 'TR AT MIpPOiNT OF pTR . CAP AND ROUTE 4 " PIPING TO NEW WET STANDPIPE LOCATION . PROVIDE
� I. � u INDICATING VAI. VE WITH NEW TAMPER SWITCH WIRED TO FIRE ALARM W
5O 3 �� OD- 1 . . � � 4 � r7� 1'I� M 4�IG•2
� ' + � — t i I I I I 2" V U � I '�2° V Ur PANEL . �1 �
6O 24 " � BOILER FLUE & 12 " Q1 WATER HEATER FLUE EF- 9 I ; i FTR M2 _ � _ _ _ � _ _ _ � _ — — — — 4O EXIST . PI, UMBING FIXTURE TO REMAIN ( NOCCHANGE ) . �
REUSE EXIST RELOCATED VENTILATEp ROOF : I � I 4 -O LF. 7 2
SUPPORT ASSEMBLY & EXIT CONE$ ON BOTH - - t' � . - _ _ _ �� ,, O o
FLUES . SEE SHEET M- 6 • � � � � i t + } , - } + � z � � � '��'`� + K 5 E% IST . PLUMGING PI , ING TO BE REMOflED . � Q
� �r
� � � T . C.A •P. 1'! • �� — O6 EXIST . WASTE ANp VENT UP TO REMAIN ( NO CHANGE ) .
7 1 1 /4 " SAFETY RELIEF VENT b 3 �� CONp . � I � O �0 5 K �
q N) � R _ ., I C8) F?2 - 2 AT 9 �YoM ' FT2- 2 r T �
PUMP VENT . I �� cN � 2 � . F. EAGH . 4' -nn ��. O7 EXIST . 2 1 /2 " CW , 1 1 /4 " HW & 1 / 2 " HWC TO REMAIN ( NO CHANGE ) . �
/� !� 2 �f C1.� 3/4 T N O V E R HANG�j I �•1■■
QROOF MANIFOLD FOR WSP . T� r � -
' �- - - + } + I I ( 9 1 N5Ef2 IUR� 2 . DRAIN � _ , � �- 2�� V U (� � � 8O EXIST . 3 " VACUUM PUMP EXHAUST tJP TO REMAIN ( NO CHANGE ) . v
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3 } + N � � ,�M , z + - � + J 8O 4 " W STACK DN . FROM ABOVE ; 4 " V STACK UP . �
� 3 " VACUUM PUMP EXHAUST PIPE THROUGH ROOF , �P SF-4 ' L � + 41.1 � ,L h �E� 2 " �.OPEN SITE bOVE 1� RUN 2 " DRAIN DOWN IN CHASE AND OUT THRU WALL TO OPEN SITE . �1
ELBOW DOWN 24 " ABOVE ROOF AND PROVIDE ! � —_. .. .___. ___—._ I � y,���� , � � ! I G�RADE W/ B SGREEN . PROVIpE DRAIN VALVE ABOVE STAIRWELL CEILING . �.T.�
SCREENED CAP . � " �^+ I � � �_ s — �. � U1 v� 3/A �' Gr.l DO Ihl WALL .
1 i 2u �,,� �� M�� � � _,�,_ �H� +�S � � � , 11 PROVIDE FIRE SPRINKLER COVERAGE FOR NEW STAIR AT FIRST FLOOR � V `
�I I I �M Pf�. i n (E) � , � � �,L �' � ,�� � �,,� � LANDING FROM FIRST FLOOR SPRINKLER SVSTEM . � T �
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� OFERA�Of�S, EXTEND NEW I MrsGl� �FI/�� V� `
; PNEUMATIC. PiPINCqTO O��TORS. ' Z W ,
3 , , O , PROViDE EP F02 PROPER �
or��,r�o� . O C�
. ._.. . �- .
.. __ . ----�--- - - . . , _ . —
� ❑ ) PARTIAL FIRST FLOOR PLAN - PLUM8ING , HVAC PIPING & FIRE PROTECTION !� GENERAL NOTES: Q Q
N "
I S Y'�� SCALE: 1 /8' - 1 �-O� � 1 . TH : S CONTRACTOR SHALL VERIFY ALL EXIST ? NG MECHANICAL W = '
CONDIT : ONS ° R : OR T O S T A T I N G W O R K , A N D S H A L L B E f A M ? L I A R � 0
� W : TH NEW/ EX : STING MECHANICAL INTERFACE AND COORDIN{(TION . J W
2 . TH : S CONTRACTOR SHALI:, NOT SHUT- OfF/ PUT -OUT- Of - SERVICE ANY Q � ,�. ,
,� + + SYSTEMS/ SERV ? GES WITHOUT FIRST COORDINATING ALL DOWNTIME
WITH OWNER OR BUILDING PERSONNEL . � �. �
i 3 . TH ? 5 MECHAN ? CAL CONTRACTOR SHALL COORDINATE LOCATION Of W
D1PING WITH GTHER TRADES . VERIrY EXNCT LOCATIOh , ELEVATIONS Z J s .
/ AND DIMENS ? QN OF STRUCTURAL MEMBERS AND OPENINGS . " `� :
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\ I PIIOJECT �a7 .
\ NuMSen
DATE MAY 15 I°I$°I
� THIS WORK , $HOWN AS EXISTING CONDITIONS , ' DRAWN sY �
WA$ TAKEN fROM OWNER FURNISHED DRAWINGS� CMeCKED CGG
I "^ BY CA,TOR , RU�p & ASSOCIATES , C0 . CATOR , ' �EV.
4i_ RUMA & ASSOG� ATES , C0 . IS NOT RESPONS - '
G. y + — _ IBLE FOR THE ACCURACY OF ANY 1NFORMATION '
OR THE ADEQUACY , SAFETY AND CONfORMANGE , �
TO CURRENT PREVAILING �UDES OF ANY WURK REV.
, SHOWN AS EXIST'ING ON THE �OCUMENTS . ; �E�
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FF - - - - - , j I � I - - - - - CD• 412'� 1K' PM t I50 cFM 4O REMOIfE EXIST . FINNED TUBE RADIRTION & CAP PIPING AT MAINS
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- � � i_ _ _ � - 250 FM R. � �` � CETI. ING . CONNECT NEW .l � " �I ABOVE C � ILING AND EXTEND UP TO 3RD FLOOR .
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� ' ) 14�I2' � „ �� / EXIT CONES ON BOTH FI, U � S & REINSTALL AT NEW ROOF .
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GIaANC�E CJ-i IJNE TO _ _ r (E 12°x1Z° N � � � ES "' — 15 W � O .� \9
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16"� 16° IN OF FAN i �. UNiT, 1 (E) 7' 4 1 120 CFM O sy �; N h�,,, � '
16 � NEW 20 " X 20 " A . L . RISER UP THRU FLOOR & NEW 20 " X 16 " A . L . DUCT `' '�
CHASE � ' O O O O O �� GF� � N � N� R•210+ 10� �� � I � � 0,� '��' �
UP THRU FLR• �' � 3L5 2o CFM r- � �'�lf�93B
WHERE EXISTING RISER WqS REMOVED . ` `'
1 (E) 10 � I (N) B■ j '— L` (N�� � + I
� � � 3o cFM - - � � 5� REMOVE EXISTING ELEVATOR pRESSURIZATION FAN ON ROOF ANC RELOCATE TO
Nt'v; F�iGF .
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� (N)GD• I ` - - -� L f ?NE FOI. LOWING SEQUENCE � F OPERATION PRESENTLY EXISTS :
�- - � C � � - - � ❑ , - - ❑ � _ _ , ' - - - - - - --
IGt� GFM E jR� - - - - - - - - - -
i 40 GFM �N) R• � 9 AUTOMATIC A : R DAMoER ? N z4 " x 60 " REI. ? EF 0?E � I �G SNALL BE NORMALL''!
(E) 100 CFM • Ci,OSED . U °ON ACTUATION OF EXISTING THF4Mn� DETECTORS LOCATED Ii�i
i ELEVATOR LOBBY 10 : 8 , '_ 020 , 2009 & 20 '_ 0, OR UPON A ?0�lER FAILURE ,
� _ i pAM° ER SHALI. OPEN ,
i
� _ .� i UPON GENERAL FIRE ALARM , FAN TQ START & AUTOMATIC A ? R DAMPER I �
� � � � / � a � ` I � " ` J � �" ❑ - - � � S �- 3 TO 0 ? EN . AUTOMAT ? C A : R DAMPER IN 24 " x 60 " RELIEF OPE� IyG
�
II � ,j v � • � � , ' 8 ( 2ON+ 4 �� A , L . SHpL :. REMA ? N CLOSED . RE� ? EF OPEN ? NG DAMPER qND SF - 3 SHALL BE ? NDE •-
� �u* �qrA � ? ENDENT OF EACH OTHER .
O O O O O � SF= 3 IS GONNcCTEQ TO GENERAL FIRE ALARM AUXILIAR'f COPJ?ACT . FIRE
\ � � / ALARM ?ANEL IS �OCATED : N AQMIT . 1003 . '
I �1 ca , l�
� � • � T . C . CONTRACTOR , UNDER THIS CONTRACT , TO EXTEND ALL PdECESSARY WIRING , � d •
CONTROLS , AND PNEUMATiC TUBING 70 MNINTAIN PRESENT Se.QUE� CE OF
F _ _ _ � OPERAT : ON , A5 WEI. L AS CONNF.CT TO NE'�J THERMAL DETECTpR LOCiTT[ D TIV � � O ./ \
M) 20��w14��A.L. UP ELEVATOR LOBBY 3Q26 • � �
o � Z �
! 6 REMOVE EXISTING lq �� X : 2 �� kISER IiP THRU ROOF , CONNEr,T NE4! 14 " X 12 " Z W O �
(�,� 2O ��x � _ DUCT TO EXISTiNG & OFFSET iNTO CHASE ON 3Rp FLOOR . V
� - - - - - - O � �.
�— ' ❑ '_ ? REMOVE EX ? S' 12 " � HOT WATER HEATER FLUE OFFSET ABOVE CEILiWG . � '
10 CONNECT NEW 12 "� FLUE & 24 °� BOILER FLUE ABOVE CEILING . � �
�j��_ _ � � � , ?8 ROUTE 60 " X 20 " DUCT EAST OF WHERE SHOWN TO AVOID EXAM . LIfHT SUPPJRT . � Q `
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1 . PROV ? DE DUCT ACCESS DOORS AT ALl FIRE DAMPERS , SMOKE DAMPERS AND DUCT Q J �
HEATING COILS WHETHER SHOWN OR NOT . � W
' 2 . ALL DUCT SIZES SHOWN ARE ACTUAL SHEET METAL S ? ZES . SEE S? ECIfICATIONS Q > � vIr
FOR NECESSARY DUCT INSULATION .
3 . °RIOR TO ANY CONSTRUCTION , BALANCE CONTRACTOR SHALL MEASURE AND
RECORD FAN CFM , S . P . , & MOTOR AMPS ON EXIST . FANS EF - : , 2 , 3 & 5 .
SECOND FLOOR PLAN HVAC °ROVIDE 5E ?ARATE WRITTEr! RE?ORT TO ARCHITECT UPON COM?LETION Of
� � MEASUREMENTS .
�' SCALE: 1 /8' = 1 '-0' � ,
�
PIIOJlCT 267 •
NUM ER
DATE MAY i5 I�t 89
THIS WORK SHOWN AS EXTSTING CONDITIONS , DRAWN sr RJS LP
WAS TpKEN FROM OWNER FURNISHED DRAWINGS CMECKED GC.G
BY CATOR , RUMA & ASSOCIATES , CO • SOME
VARIAT ?ONS BETWEEN FXI57ING CONDIT: ONS pE�•
`qNp THOSE SHOWN MAY EXIST ,
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'� (E) 3/¢° GN . UP (E) 'a'4" GN. UF i . BRANCH PIPING TO QHC ' S , FCU ' S , fTR ' S ETC . SHALL BE 3/ 4 �� J W Z
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Z �2 . PROVIDE COMPLETE FIRE SPRINKLER FOR THE NEW SECOND FLOOR Q � �
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RC�'�O � E � L � J G � ASS . LS r1i J • V � � � i - � � � � r�
IN CHASE . CONNECT NEW 3 " HS & HR ABOVE EX ? ST . VALVES & (E� 3/4" Z J
E X T E N D T O 3 R D F L O O R . R O U T E N E W 2 " H S & H R F R O M C H A S E T O
SERVE NEW 2ND FLOOR ADDITION . �
O � , - - � N - � O
O2 REMOVE EXIST . � BY - PASS AT TOP OF 3 " S & R & 3 " CH & CHR A - - J � - - " � L - - _ - O � ��j.a
RISERS IN CNASE . CONNECT NEW 3 " S , R , CH & CHR . PI ? ES �
ABOVE EXIST . VALVES AND EXTEND TO 3RD FLOOR . �� �4„ �� �P Q 'J QW ,
O3 EXIST . 3 / 4 " CN RISER PRESENTLY CAP ? ED 1 1 / 2 " ABOVE FIN ? SHED Q � d Z=.
ROOF WITHIN EXIST . INSULATION . REMOVE PORTION OF EXIST .
RISER , AND PROVIDE NEW CAP D ? RECTLY BELOW NEW FINISHED ' Q � � N''�"'
FLOOR ELEVATION .
O4 NEW 3/ 4 " CN UP THRU FLOOR . CORE DRII. L AS REQUIRED .
.
SECOND FLOOR PLAN •� �
O 3/ 4 �� s , R , & CN DOWN THRU FLOOR . FIRE PROTECTION & HVAC PIPING N
O6 DROP 1 1 / 4 " CN DOWN IN WALL & OPEN - SITE ABOVE MOP SERVICE SCALE: 1 /H� ° � �—O�
BASIN . .
O7 EXISTING 4 " WSP AND 2 " DRAIN R ? SER CAPPED IN CHASE ABOV [
2ND FLOOR CEILING . REMOVE CAPS AND EXTEND TO 3RD FLOOR
CEILING .
PIIOJlCT 287
O8 REMOVE EXISTING ROOF MANIFOLD AND ASSOCIATED PIPING AND Nursen
RELOCATE TO NEW ROOF ABOVE 3RD FLOOR . CAP EXISTING PIPING . o�Te MA`( 13, 198
DIIAW sr �� S
` 9O THERMOSTAT TO SERVE FTR- 2 LOCATED ? N OVERHANG EAST OF , CMECKED GGG
COLUMN S : PROVIDE REMOTE SENSING BULB NEAR COLUMN 8 - H
WITHIN OVERHANG .
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+ 20f3G Pt't_�_.._. . N r � 14� r 14 b
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. 3ooGFM � 50GFM E . � p NECESSARY pUCT ? NSULAT ? ON . Q �
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SCALE: 1 /8' � 1 '-0" � . .
PROJECT 2� 7
NUMlER
� • � DATE �"�AY 15, 148q
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� / SEE DETa �... � - ,� -- - --- �- - 1 Ra� :� � ��R. w FOR �UTURE EXTENSION . P"OVIDE BY PASS BETWEEN SUPPLY AND RETURN f T 1 L �
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— / O � � � 30i7 I " ' � FGU -I STER '. L ? ZERS , SEE DETAIL THIS SHEET . �
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� � � �� -I �-- . . ; . . -- -., _ .. _ • , , � � } TO ° OF RISERS .
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