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T/VVS ELEV. VARIES - - ---- --
K-BRACE= EE-�` U . N. O. U. N. O. SEE ELEV.
ELEVAT I ON ON IHT r ------- - - ... .
i 53 FOR DETA�LS 8 1 _ 1 -- ry 5/8"0 fid"
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ra.� ; r -i- � 5
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1
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LS
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n U� u, SECT. 4 NOTE: F! ELD VE I F MANSARD TRUSS CON 'I
R Y S N
API' V I . J)I T BF;VQ. cv N v y O i SHEAR GAPAC I TY TO EX I 5T I N6 MAIN ROOF �'%
11L wztu L ,;.
m' EAc H y I E OF �?U I FTIFN I ��� �� V - S + !a 112" STEEL __0I ST 15 6REATEO THAN 2000/MAN5ARD f��y3d �r
Vr/ 1'Jt D Gc:'N EGT I �t,d �w INE o Q yy Q cl TRUSS. LICENSED STRUGT. EN6 I NEER TO CHECK
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O -Ot to LJ -c_ " EX I ST I NCS ROOF d CHECK EXIST. BM. UNDER A `�
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f- `' �' t VARIES - MANSARD ROOF TRUSSES. PROV 1 DE -
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SEE ELECTRICAL
NOTE 4
tr is
a 1 #12 6RN0 I
120 V) TO Ex I 5T I N6 ROOF 12" H I 6H WRE3
R'FCE.:P1ACLE C/613 SEE 12/A2
1 :2" HIGH CURB
SEE 12/A2
CONNECT NEW 1 112"
6A5 LINE TO UNIT P- 1
20" X 24" RETURN 4 15EE PIPIN6 DETAILION
16" X 24" SUPPLY TH15 SHEET. VERIF` Nrk-
SEE 5HEET MEI FOR -.A LOCATION OF EX15.
CONTINUATION
I 6A5 MAIN. CONNECT
NEW 1 - ; /2" 6A5 LINT L i
r TO EXI 5. 2" 6A5 MAIN.
I CONTROL WIRING ENTRY
J ( TYPICAL) SEE DETAIL 4 low-
TH15 SHEET
POWER NIRIN6 ENTRY
( T'I'P. ;5EE DETAIL THI5 YORK HVAC UNIT -1 0,NOU 1 1 1 o -1-130,X
SHEET V1 HVAC 6ROUNVIN6 WITH CURB AND A.E30.,E C�EILINC-. 6RE"r
DETAIL HIS SHEET ECONOMIZER HOOD
',ONNE6T GA5LL FURNISHED BY HVAC
ELECTRICAL VI5e C1-f 4 u- 0
'�,UPPL I ER I NSTALL- PEP, -4 i:v ul-
SNITCH. FURNISHED 4 �-
2! z
WITH UNIT. PUI , YORK SPECIFICATIONS < Y
SEE ARCH FOR HEAT: 4" r-O
OUTSIDE AIR INTAKE FLA5HIN6 DETAIL
3-#3 ' S TO P,&NF[ F30APr Lu W,<
( TYPICAL) YORK 12-1 /2 TON HVAC UNIT
WITH 12" H16H CURB AND 12 - 1 // L) 17)
2 TON N 17 E7A I �0
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GUTTER DETAIL 6UTTER DETAIL
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NOTE NOTE: u- 0 E
TH15 PROJECT ht�5 DES16NEP 6aQ '
C-YJ71-ERE, ARE INTENDED TO V156HARC-E WITH VIRADON VEI -2M no . 2 cc, '.)R §
ANY 6LAZIN6 MODIFICATIONS CONDUIT a)tu
RAIN WATER FRCtl NEW H16HER ROOF ON HILL IMPACT THE COOLING C4 y 11 1) , 'y �-
THE PLA'I'PLACE TO LONER ROOF OF THE TONA6E REOUIRED. GROUND 10 Z
EX15TIN6 RESTAURANT. THE: EX15TIN6 -
RESTAURANT ROOF 15 SLOPED APEOUATELY Lu
TO THE REAR OF THE BUILDIN6 AND LL LL
0 1 5CHAR6E5 TO THE 6ROUND. T-IE WEAR NOTE: j)IIJ
E
EDGE OF' THE EXISTIN6 BUIL.DIN5 ALLOW:o McDONALD' S REPRESENTATIVE
FOR COMPLETE RUN-OFF THEWFFORE, NO SHALL ORDER THE HVAC
PONDINd) SHALL OCCUR AND 5U135E0UEJ,7LY UNITS FROM 'Y'ORV INTL .
THERE 15 NO516NIF16ANT ADDITIONAL E3OTrOM F'�ANEL C)
LOADIN6 TO THE EXIST IN6 STRUCTURAL 01' H-VAG UNIT (TYPI(.,AL) 9 A' T Q
)
5-t'5TEM OR RAINNATER DRAINAGE' SYSTEM FROOF FLAN NOTE:
STRUCTURAL DRAW IN65 TO
1 ,14" 1 ' -0" VERIFY LOGAT I ON/SUPPORT
OF NEW HVAC UNIT. C%
0 '�� 1<1
HVAC 6ROUNI�) I N(5 17IE7A I L
NOT TO 56A1-E
�
7T"F I r-.,AL _YORK HVAC, L)N 177 ELEC.,7RIC-.,AL FLLJM5INCS NOTES : STANDARD EXTREME HVAC JN 17 SCHEDULE
YORK ROOFTOP COOL N6 AND HEAT IN6 UNITS SER tE5
i . ALL J-BOXES AND RECEPTAGLE5 SHOWN ON THIS PLAN 5HAL-L BE HATERPROOF. I I -P-C(—�,6150N,200:25 INITH ECONOMIZER H/PONER RELIEF
COOL CAPACITY: 145, 000 BTU 5 EER
........... 12
7 1 -T ON 0)
F 2 . N/A 0 HEATING GAPACITY: 245 MBH - 7q% EFFICIENCY
TON 3 . N/A EVAP. BLOWER NOMINAL GFM 5000-EXTERNAL STATIC O.q4" r
4. DISCONNECT AND J-BOX PROVIDED AND MOUNTED IN51PEMOTOR COMPARTMENT BY MOTOR H.P. 5 - DRIVE TYPE:BELT
5q. -1(460/60/3) 6
F Al 6 Y N2 A2 B.] MANUFACTURER. ELE6TRIGAL CCNTI-�AGTOR SHALL STU13-UP THRU RACEHAY IN CURB FULL LOAD AMPS: -74. 1( 208/230/60/3) , TO
-7----7- F TE CONDUIT PENETRATION 6AS CONNECTION ( F. P, T. ) : 3/4" or� z T 0
L -HErl- AND FAN To ELIMINA TRATION OF ROOFIN6. UNIT hEI6HTj 1 , 5132 LOS. GURB KE16HT, 155 LE35. uj 0)
y CABI
�IPE -E
Lu -i # 18' 5 1 5 . N/A
<
< <
m K C-Di mFURNISHED BY 6. ALL PLUMBIN6 VENTS THRID ROOF SHALL BE MINIMUM OF 10' -0" AWAY FROM ALI- HVAC, n
il,/AC. SYSTEM I 1 2 CONPUCF0LT1 UNIT OUTSIDE AIR INTAKES.
<-;pUPPL I EP, I i 1 CABLE 7 . PLUMBIN66,ONTRACTOR SHALL PROVIDE AND N5TALL CONDENSATE DRAIN P-TRAP
I Nc2l'AL-1-ED ON NEW HVAC UNITS, PROVIPIr AND INSTALL ALL 6A5 PiPIN6 AND MAKE ALL FINAL ��� 1�� \ Z
�,� \ BY' F. C. GONNEGTIONS. 6AS PIPIN6 SHALL BE SCHEDULE 40 BLACK 5TEFL PIPE HITH
IiJN(. I I ON TT I N65.
BOX BANDED MALLEABLE IRON FI
NOTE:
REMOVE JUMPER AW)i f �IE(fHAN I CAL NOTES : A.NP 19
6E I I- N(3 NOTE: ALL OF T,-4E A13OVE TECHNICAL DATA 15 BASED ON 6A5 UNITS NOTE: c�
J3 ( AI -A,2) C�
q CONPU(,70� UMPEP PC-PH I . YORK HVAC FOUIPMENT MUST BE ORDERED 13Y CONTACTIN6 JEFF NIEMAN TAKEN FROM FHE MANUFACTURER' S SPECIFICATIONS. PLUMBER MUST PROVIDE
CA,E3LF AND ;' AT: 800/175-q&15 ( EXCEFT ILLINOIS) FIPIN6 UP THROU6H 6A5
ONPU(�,TOP CABLE IELP INSTALLED -10b/2-7cl-0050 IN ILLINOIS) L��TR-� OF U N I T Lu
IN 3,14" ',nN[)Ufl' BY E. 6. TYPICAL -1,De5/833-3113 EQUIPMENT k')
A ( FAX) ly
LL � HEPMOSTATS NOTE: NO 5UE35TITUTION5 ARE PERMITTED <
YORK CAS P I F I N6 L)E:7A I L
NOTES : 2. 'rORK HVAG EOUIPMENT FURNISHEP HITH: PLAr'PLACE EXHAUST FAN
-FACTORY INSTALLEDELECTRICAL_ DISCONNE=CT 6REENHECK t 613-PIO, 850 GFM a I " 5, P. , 1 /4 H. F. NO SCALE
-METAL FILTER FRAME WICH AC4-'EPT I " THICK REPLACEABLENEDIA 12011160 GYSLE 5. cl F. L. A.
HVAC 5Y5TEM SUPPLIER HILL PROVIDE-: COMPLETE N1 BIRD5CREEN AND BACKPIRAFT DAMPER
1 . HONFYINEL,- T13:9001001 THERMOSTAT. -LOW LIMIT PISGHAR&E THERMOSTAT 4 COMPRE55ORLOCKOUT
2. HONEYWELL- 0-1300AI01e5 SUB-BA51E. -(5A5 SHUT-OFF VALVE AND ENTERY FIFIN6 ( 6A5 HEAT UNITS ONLY) ELEC,7R I GAL. LE6ENAD
3. HONEYWELL T1041C1025 REMOTE SENSOR. // ��� - - - -- ---
4, ALL. LOIN VOLTA(5E CABLES INDICATED ON 3. CONDENSATE DRAIN TRAP FOR HVAC UNITS TO BE FURNISHED AND INSTALLED
TH15 SHEET. V I V BY PLUMB N6 CONTRACTOR. FA13RI GATE PER YORK SPEC IF[GAT IONS. ) (DJ JUNCTION BOX QB) a P15GONNECT SWITCH
WOOD BASE 8 q'%l ALKALINE BATTERY FOR
-5 . J
EACH THERM66TAT. 4. INSTALLIN6 MECHANIGAL CONTRACTOR I5RESPCN5IBLE FOR A55EM13LINO AND c) kF
NOTE, ABOVE FANS FURNISHED BY McPONALP' S
(!) 5T1UIE3
N, IN5TALLIN6 EC-ONOMIZER AND FIXEI? OUTDOOR AIR HOODS AND ( ON 6A5 UNITS) c-ONDUIT
ELECTRICAL CONTRACTOR WILL: IN5TALLIN6GOMBUSTION AIR INLET d OUTLETHOOP5.
CABLE(- . T X11 SHORT HA5HMARK DENOTES "HOT" GOW)UGTOR. V-1
1 . 1 N5TALL Loh VOLT'A6E 5 ELEGTF?:jCAL AND PLUMBING CONTRACTORS TO PROVIDE A HATERT16HT SEAL -.1 § 9
i'
2. 5UFPL.i' ANT-' INSTALL ALL CONDUIT. LONG HASHMAR.K. DENOTES "NEUTRAL" C�ONDUGTOIR. x- H
ARC)1111'-40 ALL (.',ONPUITS AND PIPES PENETRATIN6 BASE PAN AND EXTERIOR <
3, A55EMBLE AND INSTALL T130061001 10 i.?-Lod "X" DENOTES ISOLATED GROUND HIRE. x
-THERM05TAT, 0-1300AI018 SUB BASE- L I
i_�-_L-1—_ PANELS OF HVACUNITS.
4, MOUINT T7041 REMOTE SENSORS Al A2 6 X hl I K2 Y I Y2 RG RH T 6. SEE YORK INSTALLATION INSTRUGTIONS FOR EXACT LOCATION5 OF CONTROL CONDUIT HOMERUIN, EITHER ABO',/E OR BEL-Oh FLOOR.
ON V400P BASE AND INSTALL . FREM07E HIRIN6, POWER HIRIN6 AND 6A5 PIPINO STUB--UP5 TO HVAC UNITS.
5 . MAKE ALL FINAL- CONNECTION115. SD S E:-N'S 0 f R EG ELECTRICAL GONTRACTOR. GFI RECEPTACLE
T7500 7HER��057AT T7047(� 1025 16 ISOLATED GROUND G F I ROOF PLAN
Scholls Ferry Road, 12.388
BUIP 95-0413,MEC,95-0341
90112
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EMER6ENGY L16HTIN6
SOCA. VERIFY EXACT
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II h 12" X 12' SHEET METAL PLENUM II
II II L UP TO PLAYPLAGE EXHAUST FAN E--1. II II
II II aPROVIDE BAGKDRAFT DAMPER, II II
20" x 24" RETURN 1 II PROVIDE TITUS MODEL MG350 RL
16' x 24" SUPPLY 11 12" X 12' EXHAUST GRILL. II II - "J" BOX FOR FASCIA
SEE 5HEET MEPI FOR II II 516N. VERIFY EXALT
r CONTINUATION -"- II - � � II j1 LOCATION IN FIELD.
1 2600 ii �o II ii 112%. - 2012 TO
2OA-IP SPARE CG5
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1/2"G - 2412 TO _
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1f II E9ER6ENGY LI6HT1 I
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II a II a II ' -2"x A.F.F. II I �
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II / REMOTE TEMPERATURE SENSOR 11� II 1/2"G - 2412 TO II I/2"G. - 2412 TO FIBERGLASS
SPARE 20A- IP COB AT II 1 F �<
II (WITH WOOD MOUNTIN6 BLOCK) 11 II L16HTINO PANEL II SPARE 20A-IP GCB AT INSULATION 1 e■ Jo F_ I-
II FOR HVAC UNIT P-I . CONNECT" II I L16HTIN6 N6 PANEL INSIDE
if- S 6
I I TO NEW HONEYWELL T7300 'N _
' LC= THERMOSTAT IN MANAGER'S it .;i I I NL I F'L JUNGT 1 ON Box a i Z
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1'1 O S - Y
I I OFFICE I I
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I I � JUNCTION BOX 0.� �<HONEYWELL REMOTE - z" 2412 TO TEMPERATUP.E ��' �III 2OA-IP SPARE CCB SENSOR (BYHVACJ SUPPL1ER)
ELECTRICAL CONTRACTOR NOTE. <Q '"Nt� ry
Cf MUST PROVIDE 1 /2" CONDUIT A MOUNT WOOD BLOCK BEHIND
4_ NOTE- P40NEYAELL REMOTE TL'MPERATURE FROM JUNCTION BOX ABOVE 1 /2"G - 2412 TO "J" BOX FOR FASCIA-� REMOTE SENSOR TO INSULATE _ ,,P �' Lu
II
SENSORS MUST BE INSTALLED EXACTLY CEILING DOWN 70 SENSOR EMER6ENGY LI6HTIISIS SIGN. VERIFY EXACT IT FROM WALL, PACK " ,
� IL
CIRCUIT LOCATION 1N FIELD. FIBFR6L.A55 INSULATION ^
HHE7E SHOWN ON SHEET MEI . FAILURE MOUNTED AT 5' -8" A. F. F. ■ ` g..TO DO 50 WILL RESULT IN TEMPERATURE I INTO JUNCTION BOX. !y ® o N
iCONTROL PROBLEMS. J J
REMOTE SENSOR < LL < �
BACKER BLOCK
� MEGHANIGAL FLOOR PLAN REFLECTED CEILING PLAN - Z �---�{{{���
NOT TO SCALE O
1-1 ME ' I �4 " - I ' -O" I 19000-04 �
�I GENERAL NOTES : TITUS D ? FFU5ER AND GRILLE SCHEDULE LIGHTING SCHEDULE
LAMP INSTALLATION
NOTE, NO SUBSTITUTIONS ARE PERMITTED MARK TYPE DIFFUSER L16HT FIXTURE kN�IIssIIJJII
. N
I . THE HVAC, INSTALLER 15 RESPONSIBLE FOR PROVIDING ALL 8, WHEN WIRING FOR THERMOSTATS 15 NOT CONTAINED IN A CEILING WATTAGE ORDER NOCEILIN: MOUNTING LOCATION SPEC FI CATIONS
I SHEET METAL DUCTWORK AND PLENUMS AND INSULATION FOR CONDUIT, THE WIR11,16 SHALL BE RUN TO THE UNDERSIDE SYMBOL MODEL NO. BOOT NECK CEILIN6Op iN6 QUANTITY 2 X 4 PR15MATIC KITCHEN
THE SAME. OF THE ROOF DECK. NONE OF THE WIRING SHALL BE _ - TYPE R RF_D FI FLUORESCENT ACRYLIC 4-32 F32T8/4100K LAY-IN REGE55ED 1 DINING SEE NOTE 41 BELOW
ROUTED OVER FLUORESCENT BALLASTS, POWER BOXES OR IN (EXHAUST) FOR R0.N TDMI T-� -- -10" x 9�• -x __ F2 FLUORE5(lFNTACRYLIC 2-32 F32T0/4100K pRYr:�1LL RECESS¢ TO •FI
2. SHEET METAL DUCTWORK TO BE CONSTRUCTED AND SUPPORTED A CONDUIT WITH LINE VOLTAGE WIRING A5 ELECTRICAL H ® MG 350 SEE SHEET MI RLI LVET SEE NOTE 41 BELOW
I� PER 'KITH V" STANDARDS, WITH I I /2" EXTERNAL INSULA- INTERFERENCE WILL CAUSE ERRATIC CONTROLS OPERATION. I DRYWALL _
TION WITH VAPOR BARRIOR FOR INTERIOR DUCTWORK AND I " NECK 5120-r+. PORG. [LAGAN. WIRE LAYPLAGE � r0 P rs
BOARD 6" X b" X F4 LAMP HOLDER GUARD 40 DRYWALL SURFACE JµITOR.S 5Ec NOTE •1 BELOW Z S I�' j Q
INTERNAL DUCT INSULATION FOR EXTERIOR DUCTWORK. q, DO N21 PRESSURE TEST 6AS LINES WHILE CONNECTED TO 0..�5aEERT aaS O C
HVAC UNITS. EXCESS PRE55URE WILL DAMA6E 6AS VALVES. ® - -------- - -15'x15' ..-- - - - — --- --- 14 x 14 PR15MATIG SM051-250MH-FTP-W-I lOV W/ LAMP R < Q N
3. THE HVAC PACKAGE INCLUDES THE FOLLOWING, ( FURNISHED SHED J MG TDC 2WAY 1 SHEET MI T-BAR F9 METAL HAL) GLASS 290 EXP05ED EZ. AGE AYPLAGE < N o
BY MCDONALD' S GOP.PORATION) 10. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL FIXTURE OPPOSITE FOR ROUND DUCT 234" X 234" X NOTE PRODUCTS BY SECURITY L16HTIN6.
A. ( 1 ) ONE AIR GONDITIONIN6 UNIT WITH 13 6AU6E, 12" DIMENSIONS SHOWN ON THIS PLAN TO VERIFY THAT THESE -_ _ I NECK SIZES. _ NOTES
HIGH, INSULATED STEEL ;URB. FIXTURES DO NOT OBSTRUCT OR CONFLICT WITH THE WORK OF MG TDC 9WAY IB" % 6'
B. ( I) ONE EXHAUST FAN STEEL CURB, 12" H16H. OTHER TRADES. IF A DISCREPANCY IS FOUND, THE ELECT 'L K ® �iW/24" X 12' WITH e" OVAL T-BAR 254" X 12' X I , FLUORESGC-N7 L16HT FIXTURE PERFORMANCE SPECIFICATION, D. BALLASTS SHALL BE. z
G. ( I) ONE HONEYWELL T-104161025 REMOTE TEMPERATURE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE GENERAL CONTR. � ) MODULE PAGE DUCT NECK ELEOTRIGAL CONTRACTOR FIX MAY SERFORLr:er LIGHT FIXTURES MAGNETEK, HALL 2oL/B232I 120E OR
SENSOR. ( 1) ONE HONEYWELL T7300C1001 THERMOSTAT. BEFORE THE INSTALLATION OF SUCH FIXTURE( S) . MEETING THE FOLLOWING REQU IRMENTS, ADVANCE , ,43292-RH-TP/REL-2232-RH-TP
D. ALL ACGESSORI ES A5 NOTED, INGLUDI N6 CRAWBANDS, ---- _ � 122RS W/ - --- -- - --- A, SHEET METAL SHALL BE MINIMUM 22 GAGE STEEL. DENOTES FIXTURE TYPE r.
STARTIN6 COLLARS, FITTIN65, BOOTS, HAN6ER5, ETC It . CONNECT ALL EXIT 51615 AND EMERGENCY L16HT5 TO ONE ' A6-35-AA ^
E. DIFFUSERS /-NV 6RILLE-5 Ari SHOHN. CIRCUIT BREAKER. INSTALL LOCK ON CIRCUIT BREAKER L DAMPERS W/ 2" 20" X 16" W/ EXPOSED 10 WHITE ENAMEL PAINTED. AL1+
DOUBLE DEFLECT,
F. LOW VOLTAGE CONTROL WIRE. HANDLE, ELECTRICAL CONTRACTOR SHALL VERIFY ALL BLADE SPACE B. PLASTICENSES 5HALL BE PRISMATIC, ACRYLIC. F1 DFNOTES N16HT LIGHT Q
I I 6. ( 12) TWELVE MONTH SUPPLY OF FILTER MEDIA FOR REQUIREMENTS AND LOCATIONS WITH LOGAL AUTHORITIES. - - - - - ----- ---- - -
EACH HVAC NEW UNIT. ONE OPEN6ERATION.
PER UNIT PER MONTH INCLUDE ALL COSTS IN BASE BID. r? 33R W/ I/2' 16' X 24" EXPOSED --- 2 G. LAY-IN FIXTURES SHALL HAVE HINGED, 6ASKETED N- DENOTES GIRGUIT NO. ll.l s
FOR THE FIRST YEAR OF OPERATION. �m"W BAR SPACING '30 DE6, DEFLEGT. DROP DOM DOOR FRAMES,
L16HTIN6 FIXTURES AND LAMPS HAVE BEEN CH05EN TO m
4. ALL HVAC EQUIPMENT, DUCTWORK, CONTROLS, ETC, SHALL 12. ACHIEVE MAXIMUM ENERGY CONSERVATION WHILE MAINTAINING
BE IN SUBSTITUTIONS
SH WITH MPERMITTEDCUONALD' S SPEGIFIGATIONS. NO ADEQUATE LEVEL OF ILLUMINATION. LAMP SPECIFICATIONS Q- \
SUBSTITUTIONS SHALL BE PERMITTED. MUST 13E STRICTLY FOLLOWED. ANY DEVIATION FROM LAMP -�,,..
5. THE GENERAL CONTRACTOR SHALL PROVIDE THE FOLLOWING: SPECIFICATIONS MUST BE APPROVED IN WRITING BY EMER(5ENCiY�EX I T LIGHTING
Q Wy1
A. ROOF OPENING AS INDICATED MCDONALD' S CORPORATION. EXIT .a-_� J 7
8. SET, LEVEL, AND SECURE STEEL EQUIPMENT CURBS. AIR BALANCE SGHEL"ULE N�iWIREL6(REp)L1 WALL ORTHONIA GEILIN6IMOUNTED. OR u MOUS hTED ORLELR9TN1212TCEIL1 MOUHONIA LNT13J.2 WCL w o
C. DOOR GRILLES. 13. THE USE OF "BX" OR "MG" GABLE WHERE PERM) TIED BY u 1
D. FRAME- IN DIFFUSERS, LOCAL CODES WILL BE ALLGWED FOR ALL WIRIN6 TO L16HT
FIXTURES. "ROMEX" 15 NOT ACCEPTABLE. UNIT 0, A. R. A. 5. A. E. A, PRESSURE MECHANICAL SYMBOLS $ 3
ELEGTRI GAL CONTRACTOR SHALL INSTALL ALL LOW VOLTAGE P-1 BBO 5000 a 050
WIRIN6, INSTALL HONEYWELL THERMO3TAT5, AND FURNISH I4. ELECTRICAL CONTRACTOR TO COMPLETELY STUFF J-BOXES _ 4150 _
AND 1N51ALL ALL LINE VOLTA6E WIRING INGLUDIN6 FINAL FOR REMOTE TEMPFRAYURE SENSORS WITH SCRAP PIECES E-1 b!0 - 55C O A/C UNIT NUMBER PLENUM W/STARTING COLLAR WITH VOLUME CONTROL
CONNECTION OF FIBER6LA55 INSULATION. ALL TEMPERATURE SENSORS -- — -.__ DN�PER (SUPPLY AIR)
MUST BE MOUNTED ON THE WOOD BASE WHICH HAS BEEN E-8 ---- _ -- ----- - -- -- -- --
z
7 . IF FIRE STATS AND/OR SMOKE DETECTORS ARE REQUIRED, PROVIDED IN THE HVAC PACKAGE. LOCATION OF WALL - --- - r ' EXHAUST FAN NUMBER O HONEYWELL TEMPERATURE SENSOR, OR -
__ _ MARKEL HE_AT_ER7HERM05TA_T. 5' -b" A.F.F.
MOUNTED TEMPERATURE SENSORS IS SHOWN ON THIS SHEET. -- -- - -_—__ _ _ _
INSTALICAL C SHALL BE THE RESPONSIBILITY OF THE ---- -- -- a DIFFUSER AND BOOT TYPE
SEE SENSOR MOUNTiNb DETAIL TH15 SHEET. /�l SMOKE DETECTOR MOUNTED IN RETURN AIR DUCT
F_I-EGTRIGAL CONTRACTOR. v - ` ,
---- -- -- - - __- I NDI GATES CPM QUANTITY OF HVAC UNIT � '�- 1JI
TOTAL d50 4190 5000 050 O - r . EXHAUST FAN NUMBER PLENUM W/5TARTIN6 COLLAR WITH VOLUME CONTROL MEGM/t�.�G
E I
scnona Fe p 1 i °00 I NDI GATES CFM cUANTI TY DAMPER ( RETJRN AIR) PLAN
BUP 84'0.13,MEC 95.0901
10.112 `1 -
If this notice appears clever Ihoo the
documelu, the documeH is of maigi,al
111IIII 11 I 4j)II �A . qlp i lIlll1l1l III IIIE.: :_ . 24X
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POINT Of' GONNE61 I ON �y - C • I
NO �J
TO EX 1 5T I N6 '_7A,N 1 TART' -GENERAL..
15UNER. F 1 ELI) VER I FY
EXACT LO(ATION, 1 . SEE PLUMB INo RISER DIA6RAM THI5 SHEET FOR PIPE 51ZE5.
SEE GAS FIPIN6 PLAN ON SHEET MEPI FOR 6A5 PIPE SIZES.
1
2. ALL WATER AND 6A5 ROU6H- IN5 TO BE TERMINATED WITH
SHUT OFF VALVES BEFORE CONNECTION TO ECiUIPMENT
r ` AND FIXTURES.
3. ALL D I MENS I ONS SHOWN ARE FROM FIN!'-:,HF--P FLOOR` .
MAKE NECESSARY DIMENSIONAL ALLOWANGE5.
4 . PURGE ALL WATER AND 6A5 L I NE5 BEFORE CONNEC T i ON.
5 . ALL r.ONTIN0005 SLEEVES TO HAVE LONG SWEEP ELBOWS. ALL
5LEEVES IN `SLAB TO TERMINATE I " AFF UNLESS OTHF_RWI<�,E
NOTED.
ii
II
6 . ALL WORK SHALL COMPLY WITH ALL APPLICABLE LOCAL ,
1
STATE FEND HEALTH CODES.
i 7 . EXAMINE CONNECTION DIAGRAMS BEFORE PROC.EEDIN6
WITH ANY ROU61-1- IN WORK.
//� 8. ALL. SLEEVES FENETRATIN6 HEATED TO NON-HEATED AREAS
1 Y SHALL BE PROPERLY' 1 NSULAT-ED AND 5EAL_ED TO PREVENT
GONNEC T NI=Y`i 1 - 1/4" P�W HEAT l_055 AND SEEPAGE.
TO EX 1 ST I tJ6 1 -1/4" D:,W HOSE B 16B TO A
LOCATE D I IV Ex 15. TOI-ET — - -- - -- - —� - `--- - --- ---- - -- ( BE LOCATED 1 N AREA
BEHIND I ND PLAY FOU I PMENT FOR THE q ALL WATER L I NES ABOVE FLOOR ARE TO BE INSULATED.
RPPub. VERIFY l_Oc:AT 1 7N _ - PURP05E OF WA5H I N6 EQUIPMENT. GOLD WATER L I NCS FOR GONDENSAT i ON CONTROL , HOT
R FIELD.
PLUMB I N6 GONTRAGTOR TO VERIFY WATER L I NES TO PREVENT HEAT LOSS. PROVIDE INSULATION
EXACT LOCATION W 1 TH MCDONALD'5 R I NGS ON ALL RISERS TO PREVENT BOND I N6 OFSLAB TO S
PRO_JE61' MANAGER. PIPE AND ALLOW MOVEMENT .
10. SEE RI5ER DIA6RAM THI5 SHEET FORVENT PIPING.
�- 11 . VACUUM BREAKER5 SHALL. COMPLY WITH LOCAL CODES. I
ALL H05E CONNECTIONS AND ;ETHER PO55IBLE POINTS OF
I GR05S CONTAMINATION SHALL BE PROTECTED IN
I
COMPLIANCE WITH LOCAL CODES.rl I '�1
12. WHERE FLOOR - V.
I .SOIL CONDITIONS EX15T OR WHERE SUB
I STA.NTIAL SETTLEMENT OF EITHER THE PIPIN6, THE BUILDING
OR ADJACENT WALK5, PLANTERS, ETC. , MAY OC,GtJR, THE �\
I CONTRACTOR SHALL_ PROVIDE ADEQUATE UNDER51-AB `
I, 5TA.INLE55 STEEL PIPE HAN6ER5 OR OTHER SUPPORT.
i 13. IT WILL BE THE RESPONSIBILITY OF THE PLUMBIN6
:.O',ITRACTOR TO I NSTALL GONDEN57','�,TE TRAPS ON ALL
HVAC UNITS. ALL GONDFNSATE TRAPS ARE FURNI5HEP
I
WITH THE HVAC UNITS.
i 14, A MINIMUM OF 20" 15 REOUIRED BETWEEN ANY TWO ITEMS
a < IL 0 k!; (Y
I PENETRAT I N6 THE ROOF DECK. z �'
15. MOP 51 NK: z �
FIAT MODEL M55-2424 WITH 5ERV'IGE FAUCET MODEL t330 -AA <
i WITH VACUUM BREAKER, HOSE AND H05E BRACKET. Q 7 f��/
F. 111 Lw C
1 6. SCHEDULE 40 PVC 5HALL BE USED FOR ALL DRAIN, WASTE ♦..,.' M�} n d
AND VENT- L_ I NES I F ALLOWED B'Y G?DE. WHERE CODE DOES J�
NOT ALLOW PVC USE TYPE OW COPPER OR GA5T IRON. F �
C.ORR05I ON RESISTANT IRON ALLOY 15 ALLOWED AS AN
OPERATOR EXTRA. <
DES I 6N 15 BASED ON NATIONAL STANDARD PLUMB I N6 COPE. , I$
I MODIFY AS REQUIRED TO SUIT LOCAL CODES.
16. I N5TALL GLEANOUTS AT FIXTURES AND OTHER A ►u< r +
O ER LOG TIONS
I
A5 REOU I RED BY LOCAL. CODES.
1 q. I N5TALL TRAP PRIMERS ON FLOOR PRA I NS AS REQU I REV
B. LOCAL CODES. +� U
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NO SCALE I Y �,
- --- WA'_:, ,-E PIPIN6 _• -- 1 n ui
PP PL.A1'PLAGC AREA
J" ---- -- -- VEN f PIPE 2" FLOOR DkA I N. VERIFY EXACT LOCATION WITH PLAYPLAGE ru rn 3. U w
GOLD WATER PIPIN6 FIXTURE PLANS AND McDONALD' 5 REPRESENTATIVE. w 6 q �� ul tT
�- 1 - 1 /2"
f'N 4" FLOOR GL_FAN-OUT.
1U5" HOT WATER c `I.
—'— - - F'IP[ N6
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4" C.. C I ,`,, i 2' F. D. 2" F=. D. -- - - -- 0 r,
FLOOR LINE I 4�' G
-- 140" HOT WATER PIPIN6 _
P1 PF OR SLEEVE THRU SLAB Z
• 2 2"o
FLOOR DRAIN �
GLEAN OUT .�
E,EE S I TES PL AN 4 , 4„ _ 4„ Q
Q
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H(Y-;E B 1 BE3
Schofls Ferry Road, 12388 I1
BUP 95-0413,MEC 95-0341
11 of 12 PLUME;I N6 'L AN
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GENF-AL NOTES
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1. McDGNRLD IS ROAD SIGN AI) AA•SE AAE BY !]E SIGN CONTRACTOR'
V'
0
I, CONDUIT RIND WIRING ARE BY THE GENERAL CONTRACTOR.
k �
11 i� 1'.. !IONS ARE BY THE GENERAL CNTRACTER. m b
2. BASES, ANCHOR BOLTS. COr:rvJIT. ANO WIRING FOR A-I. OTTER
l1. 7/1' EMPTY CONDUIT TO L1"ATIONs SHOWN AT THE LOT PERI-
METER
ERI- W �
_ I d' . . _'_t 6 M�QIFM�LgT ELBE'S.POLE S,YTIE CONDUI�N D WICRINNG ARE By 'HHT-
E `ytlp3' W y
w WM 6P.4 U.V. OWNER/OPERATOR " Vl VV<
V,w .rF 1• .B NO' OD 42"W 390' �' c5 —____ _. — _ — -_ .. .. __ _ _. _ _ 2. I 4. BASES FOR FLAGPOLES ARE I:Y THE GENERAL CONTRACTOR, ANCHOR
„. ; � » -.... ._� . - - - - - - -.. -- pZZ
ti BOLTS ARE BY THE FLAGPOLE SUPPLIER. I. a �
9 is 0
S. PROPOSED UTILITIES ARE SIKYWfN IN SCHEMATIC OILY. EXACT 1
VO 4y1 2 , w
` , �, LOCATIONS AED TO ALLOW FOR THE MUST
jV os. 5' - 10 oz. 1 I I 8 Q s k RTI O
l— — L\yVII I ** i o
V n I a ,\, l2GONC. fP.D N d H I�
S. THE CONTRACTOR SR4.L CO1 "DIN111 f: YITM ALL UTILITY COMPANIES V 8 07 I F"
^^yl TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING li Vjl pY y
r N b UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING V 3 F 14 w �1
r . o • / DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATION!. SIZES, AND W yl '` Q z
I -
HAM RAIL 5 I O -N 4 �. O {'
N (� �. ..�� 6,G .I 4r .$ 4 `{NQ C\ /_ CIRWITINO. V Si 67 I
_ W �
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AeEA c.o TA' /$* reAON CORRAL I 9. ALL LANDSCAPE MFRS SMALL BE RWON BARGED TO $- BELOW
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hK. lf) REPORT RECOMENDATIONS FOR THIS PARTICULAR SITE.
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TEST gNp/SI R CURE SIMPLE. IF `POTS PAVE OptlECT, FE11 FBDYE � F
SlIEDIFIOATION. TESTS WILL N EXPENSE THE FNME Of MCOSILD'!.
IL
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PARKING INFORMATION no
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1 I V3 I f I 6 g SPACES Ix 0
SPACES X 0 3
UTILITY INFORMATION LU V)
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X - - ELECTRIC —E — PROPOSED ELEVATION
PLAN SCALE : I " - 30- 7¢S 9
SIGN FLA4 POLE INFO "
STREET ADDRESS � dYe�
CA, rO/nD s1Ghf 70 - 40 (I) [QeaPSACIC @ to ') SCROLLS FERfiY ROAD 82 wb
11. @ 70-5A "WCLCOME " (2) CITY STATE STATUS DATE BY
TIGARD, OREGON PRELIMINARY (o -�A'B9SMf�
O5' V 'f' MENU SR W1 `EPke. mo5T s DETCGTOre LOOP5 O-COVIDE 7WV w CONDUIT rOM FUnIKE Tt>S79 COUNTY PLAN CHECKED
(6EE E_7) WA5HIN6TON AS-BUILT
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REGIONAL DWG-140 CORPORATE DWG. N0.
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I I I VELOCITY : 80 MPH
5E I SM I G LOAD : ZONE 3 C1 Mechon I G.a I Floor Plan , Reflected _
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S-TOPE-:F 0 'r TO I I I EXIT S 16NS : 'w
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! 1 D ISI PL I NE : NAME : ADDRESS : L I GENS.E � . PHONE
ME MOL I T I ON PLAN I —__ _
L-- - —_ I ARCH I TELT : JOHN M I OL0605� I I I JOR I E BLVD - OAK BROOK , I L 60521 3213
�---108) 575-3o23 /
STRUCTURE : DANIELi
WOI-fLFE I L 7 1 1 JOR I E BLVD - OAK BROOK , I L 60521 1 -16 1 6 `'6- } ° ~
�f I MEGHAN I GAL : ANTHOI`1 >' SPATA 1 1 1 JOR I E BLVD -- OAK BROOK, I L 60521 1 305 PE ( -10b) 5-75-5246
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6ENERAL N07E5 5' rMBOL �a �
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&.L. DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL_ BE FIELD VER I F I ECS BY THE PR-4161N& T I TL E :_ }a a Q� u��� LL I
CONTRACTOR PRIOR TO t,ON5TRUGTION. GUNTRAGTOK SHALL NOTIFY MGDONALD 5 CONSTRUCTION 11 ; x"
MANA6ER IF ANY DTSGRFPENGIES EXIST PRIOR TO PROCEEDIN6 WITH CON5TRUGTIGN FOR NEG-
E55ARY PLAN OR GRADE GHAN6E5, NO EXTRA COMPENSATION SHALL BE PAID TO THE CON- ►
L � � J ,
TRACTOR FOR WORK HAV I N6 TO BE REDONE DIJE TO 1�[MENS ONS OR GRADES SH�J�4N INC-ORREG SLY
ON THESE PLANS, IF SUCH NOTIFICATION HAS N07 BEEN 6I VEN. WAi-.L 5F-CT I ON MARK i u F-
u' t l 4 S
�'.iz�� J
�'. PRIOR TO STARTIN6 CO!'6TRUGTION, THE GONTRAGI R SHALL. BE RESPONSIBLE TO MAKE SURE a w
THAT ALL REQU I RED PERM I T5 AND APPROVALS HAVE BEEN OBTAINED, NO GOWITRU(,T I ON
OR FAf3R I GAT I ON SHALL BE6I N UN I TL THE GONTRAC TOR HAS R.EGE I VEP AND THi)ROU6HLY RE-- Q L1
VIEWED AL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMIT7IN6 °
AUTHORITIES ELEVATION MARK Al ~
d uju I
51 TE 6RAD I N6 SHALL BE- PERFORMED IN ACCORDANCE: WITH THESE PLANS AND `MPEG I F 1 GAT i ON5 AND �►,� c�' Ii z ' i;
THE RE60MMENDATION5 AS SET FORIN IN THE 50I1-5 REPORT REFERENCED 1N THI5 PLAN SET. THE
DONT RACTOR SHALL BE RESPONS I BL.E FOR REMOV I N6 AND REPLAG I N6 ALL SOFT, Y I ELD I N6 OR dui
UNSUITABLE MATERIALS AND REPLAC I N6 WITH SU I I ABLE MATERIALS AS SPEC I F I ED IN THE SOILS 1 h 4
REPORT. A� EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO �{5� OF MODIFIED SECTION DETAIL MARK �1
>- a
PROCTOR MAXIMUM DENS I Tl' PER A. S, T. t1. TEST D-h98. MOI 57112E CONTENT AT TIME OF RE- nlYu
6} n `.1
PLACEMENT SHALL NOT FXGEED 2% ABOVE NOR 3% BELOW OPTIMUM, CONTRACTOR SHALL u} T
SUBMIT A COMPACTION REPORT PREPARED BY A QUAI- IF1ED SOILS ENGINEER, VERIFYIN6 THAT ALL TOP OF FLOOR SLAB � I ~ n v
FILLED AREAS AND SOEYoRADE AREAS W 1 TH[N THE Bll 1 LD I N6 PAD AKEA AND AREAS TO BE PAVED ELEVATION MARK: � a,
HAVE BEEN GOMPAGTEO IN ACGORDANGE WITH THESE PLANS AND 5PECIFI6ATION5 AND THE ELE1Ii c�
RECOMMENDATIONS SET FORTH IN THE SOILS REPORT . POOR
4. ALL IW�RK SHALL BE PERFORMED IN ACCORDANCE NJ T H THESE PLANS ANP 5PE6I F I CAT I ON5 AND NUNIE3ER O Z
THE RF_QUIRMENT5 AND 5TANUARD5 OF THE LOGAL 60VERNIN6 AUTHORITY. THE 5011-5 REPORT O
AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION ROOM NAME 4 NUHBER DININ6 ROOM �
DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLE55 5PE61FICALLY NOTED103 �•
OTHERWISE ON THE IPLANS, THE CONTRACTOR SHALL_ NOTIFY THE MGDONALD' 5 CONSTRUCTION Q
MANAGER OF ANY D 15GREPENGI' BETWEEN SOILS REPORT d PLANS, ETC. . . NSf�U�
I r a
PLAN DETAIL MARK }
SITE CLEAR[N6 �*iALI_ 1 NGl_UDE THE LOCATION AND REMOVAL OF ALL UNUE�6ROUND
I TANKS, PIPES,
VALVES, ETC. `J u
F
h . THE LOC-AT I ON5 OF UNDER6ROUND FACILITIES SHOWN ON THESE PLANS ARE BA5ED ON FIELD
CITY OF 7fGARD -
SURVEYS AND LOCAL U T I L 1 TY COMPANY RECORDS, I T SHALL BE THE 6ONTRA6T j,>5 FULL Approved.............................. a
RE5PON51 B I L I TY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FAG I L ', i I ES Conditionally Anprcniod .............................•..•....�••••� 1: d, o
PRIOR TO START 1 N6 C.ONS TRUGT I ON. NO ADD 1 T I ONAL COMPENSATION SHALL BE PAID TO -THE GON- Fe,• rn!y tho
FF-4;A►'T NO. 1C� .r..._�Ilpc 4S of Yf
TRACTOR Fr DAMA6E AND REPAIR TO THESE FAG I L I T I ES CAUSED BY H I 5 WORK FORCE. I I iy
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A14.07.......,........................................1 1
1. DON1i�AC'TOR SHALL BE FULLY RESPONSIBLE FOR PROVIDIN6 PEDESTRIAN PROTECTION DURIN6 O uj
CONSTRUCTION TO COMPLY WITH ALI, FEDERAL, STATE d LOCAL GODE5 AND OSHA I^'�!fid�' :Z: ��� �,y`, �c��l.1.�J �!� �� 0-4
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RE6ULATIONS, r
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H. 6ENERAL CONTRACTORS TO ENSURE THAT ALL ELEGTR[GAL FIXTURES AND MECHANICAL EQUIPMENT Z
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SUBJECT TO ALTERATION OR RELOCATION ML15T BE D[5GONNEGTED AND PROPERLY PROTECTED
DUR1N6 CONSTRUCTION.
Scholls Ferry Road, 12388
BLIP 95-0413,MEG 95-0341
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PHCNE : 1 ( 800) 444-384-1
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- -- DESIGN AND L SAD I NO
1 o 0 _ THF 5TRIJGTURAL DE516N OF TH15 BUILDING WAS BASED ON
I I I I' I_ I I IST I I I I THE REGrU I REMENTS OF 'THE I qu I UBC BUILDING
CODE FOR THE F=OLLOWING COMB I NAT I ONS: I
' SAWGUT MAX. NEXT _- 1 � 4 KEY
MORN I N6 AFTER I -O' I ' -C► ROCIF LIVE LOAD = 25 PSF
SLAB 15 CAST
� SAW GUT JOINT �'• WIND LOADS 80 MPH VELOG I TY EXPOSURE G
I 5 I I G_ON�TR )GT I.ON�O OINT
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NOTE: MAX 11'1UM 5PAC I N6 OF JT5. IN ANY DIRECTION 15 2O' --0"
� a FOUNDATION No-rE5
�I..A5 ON GRADE DETAILS ALL FOOT I N65 SHALL OFAR ON UNDISTURBED SO! L OR
COMPACTED FILL HAV 1 N6 A, MINIMUM ALLOWABLE BEAR I Nc3
"".. A - �� --- -+ �✓ ? CAPACITY OF 2500 PSF AT [ GFl HS 1 Nr'I C A TED
IN THE FOUNDAT ION SEC T ION- I'FFL-F `
I I i BO1LDI N6 51 GONDITIE 501L REFOk1 F "k ,: 1FIc_
rri I c a .
ANY F 1 Ll_ REC.0 I RED BELOW 5LAB5 ON GRAPE OR BELOW
GJNGRETC SLAB FOOTINGS SHALL BE COMPACTED MATERIALS AS REQUIRED
-4" CONCRETE LAB I tt5 CONT. BT THE BUILDING SITE 501L REPORT,
_ I CARE GRILL AN[ EPOx�
x % /-6" COMPACTED GROUT #5X3' -•O"016" 0. 1- .
"` ` GRANULAR FILL LL I 6 DOORS ONLY ALL EXTERIOR FOOT 1 N65 SHALL_ EXTEND DELON THE MAX I MUH
JUARF'Y TILE / 8"
'::FE ARCH, �' - I ANT I G I PA TED DEPTH OF FROST. I
I 1MPACT SAFETY 5URFtiCE
rn I I I AS PER PROJECT MN,-,f� _ h — THE CONTRACTOR 5HAL.L NOT I F( THE ARCH I Tr-GT
- — - 1 11MED I ATELY IN THE EVENT THAT THE eK)I L COND I T I ONS
_3 - "Y41DEXI U" - — E GOUNTE ED VARY FROM T E_ E S OWN ON THE BORIh6 LOSS
IL I I N R H F H H
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ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED BY A,
EX 1'aT6,, t NEW GC?NSTF'. SOILS LS TEST 1 NCS LABORATORY PRIOR TO PLACEMENT r F
��-- I L GEMENT J �
<c''NSTR i I � �c, � � I I ,',ONGRETE.
.
, J L �.oNCRETE ArJD RE I NFvF� 1 NO -
! I F.C?R LOCATION
��F SLAB STEPS ( I � � � ALL CONCRETE SHALL BE I N ACCORDANCE 1,11 TH THE -
' I' "` — — "� \� "AMERICAN CONCRETE INSTITUTE BU 1 LD 1 N6 COPE"
Z C°
VERIFY W/PR J. I I ,IA1=C� L�ARR 1 Lti - EX i ST I N6 FOUNDATION •
MANAGER. VERIFY IN FIELD
( ACA I 318) AND WITH "SPEC 1 F I CAT I ON5 FOR
I i STRUCTURAL
FOR BUILDINGS" 30 I )
I I I I I I I I L ATEST EPITIONS,
I �-�.\ SGT I ON 4 "' 9�b
I i I I r1 t 1 _ � rJECT ICN TM ALL NORMAL WE 16HT CONCRETE ( 145 PGF) SHALL_ 05TA I N A,
I _ 1 MINIMUM 28 DAY GOMPRE55!V'E 5TREN6TH OF 3000 P51 .
(' 3500 PSI OR SL B5)
-:._L -�-
F A
ALL CONCRETE SUBJECT TO EXTERIOR EXPOSURE SHALL BE z w ,
i I I I 4" GONG. SLAB IW/F I BERMEaH I I I AIR ENTRAINED AS RECOMMENDED BY AGI 31b. Q
f OR bx6--W I . 4x I 4 WWF LOCATED
I I I I I AT I " BELOW TdP ROOF :=SLAB ON 1 TEST GYL 1 NDERS SHALL BE 11ADE AND TESTED' AS OUTLINED
VAPOR BARRIER OVER �" I I I '�I ( I , _O„ �� I N CHAPTER 16 OF ACI -301 �� � ►-�� ,
COMPACTED GRA ULAR FILL_.
, ��
I � � � �1 U ' � T'7•P � SEB I SECT. RE 1 NFORG I NL BARS SHALL BE Dt"FORMEC BARS OF NEW Dj�.• L.0
T/SLAB 0 EL . c ' -O" . SEE
! I
55C . 3-51 AND THE ARCH. I ( �' _
c� I - I — 6"x20 6A. STUDS / V BILLET STEEL CONFORM I N6 TO ASTM A-615, 6RAPE hr_0
FOR RECESSED SLAB , 1 1 L F'uWER 0 16" O G _ , I �) WELDED WIRE FABRIC SHALL CONFORM TO A5TM A- 12'5 . ALL
a d
AREAS. I ( I DR 1 VEN T/�a LL EL-. - W8 COL , RE I NFURG I Nc� AND ACLESSOR[E5 SHALL BE DETA I LEC AND
--
! FASTENERS 0 p� 0�
_.. _ - H \ i ( +2 -O ) _ PLACED IN ACCORDANCE WITH ACI 5TANDARD 3 1 5-e�0. 4 u
12 0.C., - SEE ARCH. DWG5. & ! I-
' I I 1 1 /2" j EL . 0' -O SEE CONT. 6 x I n FOR REGE55ED ry iu a _
PENETRATION) ARCH. DW65. FOR 6A, SILL TRACK- !1 SLAB AREAS
I I PROVIDE ALL ACCESSURIES NEGE55ARY TO SUPPORT
i REGE55ED SLAB HELP TO C OL.. REINFORCEMENT AT P051 T I ON5 SHOWN ON THE PLANS AND
AREAS d ✓OOR JA11B EL. C ' -U" DETAILS. PLASTIC I G COATED ACCESSORIES SHALL BE USED ° �- ;706
8 6A. TRACK u
__ A-1 �- .-
r " IN ALL EXPOSED CONCRETE WORK.
I I I 2-#8 SCREWS STUDS OA OI -#5 CONT . - E. 5. J
I6" O. C. — — — ARCH6TF.NERAL 6T1JRAL, MECHANiCALTRACTOR ALL ANDCHECK HITH
ELECTRICAL DRAWINet) J a a
i
_._ry I - 5 CONT. --_ -__ AND THE SUB-CONTRACTORS FOR OPEN I N65, SLEEVES, S < C�
Z -
' x I • • •
ANCHORS, HAN6ER5, INSERTS, SLAB DEPRESS I ONS AND N Q v
OTHEP. ITEMS RELATED T T - -0 -uj- )
J '�"�• E ED O HE c_,ONGRE:TE WORK AND SHALL._ .-
_ . '-
,� #4 2,_o.
ASSUME RE_PONS J B I L 1 YY � OR THEIR P�20PE2 LOGAT I ON.
- i 4 • •
• �.. Y b
! _� I I I I o w • • • �n
DOORS _.____.._...__.. __ �.,TRUCTURAL STEEL � jQ
I I I mA ` f N f'
I
4-#b CONT
T.
#4 10 T d B STRUCTURAL STEEL SHALL BE DETA I I_ED, FABRICATED ��
CL. EQ. ECS AND ERECTED I N ACCORDANCE WITH Tt !E A[5G 6 «tTTT►
i +-- -- - I SE_ SEG T413-SECT 6A ra U
I EQ' ..�_ Y EQ• 6A-5 I � �� �� "SPEC I F=[GAT I ON FOR THE DF=c,1 GN, FABR I<,AT I ON ANDuw
5PL I GE) O
ERECTION F STRUC, URAL STEEL FOR U 1 N ANP
a 1
FOR FNDTt 4 4-#5 OCONT, SE=E PLAN E B LD I GS"
Tf
PLAN DETAIL5 Td B-SEDT b _ ______._ ,� THE A I SG CODE OF 5TANDARD PRACTICE" .
5TRUGTIJRAL STEEL SHALL CONFORM TO THE FOLLOWING <
�l ( .. -0 5PL 1(.E) ASTM SPECIFICATIONS; u Q)
SE�iT ION /G� 6A 5TRUGTURAL 5HAPE5 AND PLATES A-36 u � �►
_5 rRuC TURAL TUBI N6 A-500 GRADE B -►d
SECTION �-- -
J •
TYPI GAL BEAM CONNECTIONS SHA, .L BE 5 ANDARD r 15<:
U! z
UNLESS O-, HERN 15E 5HOWI,. w
F=RAMED GOt`�NEGTIONS, �
E X 151 , S,HFARWA(_I. ALL FIELD CONNECT I ONS SHALL E= BOLTED d „
FOOT I NCS UO hJC' WITH 3/4 " DIAMETER H 16H 5TREN"STH BOLTS z Ac
PE_MO`rE. CONFORMIN6 TO A5TM A-325-N, UNLE55 OTHERWI5E
NOTED, AND SHALL BE PE5!6NED FOR 60% OF THE F_ ► -•
E;EAM SHEAR CAPACITY UNLESS NOTED OTHERWISE ON l ��� �, KY
THE PLAN,.
FOUNDATION PLAN
ALL WELD I Nom. ELECTRODES SHALL BE E10-xx. ALL
1 _ _ SHOP AND FIFLJ WELDIN6 SHALL BE MADE IN '
FACE OF EX 15T`� ACCORDANCE W I TH A. W. 5. D I . 1 -81 "(,ODE FOR
BLO6 WALL WELDIN6 1N BUILDINGS CONSTRUCTION" ' AND SHALL E'E-
r1ADE BY CERT I F I EP HELPERS. '` C► �i o o
�ua < a i
C lY d
I STEEL JO I��TS � c•,
5-IEEL JOI5TS SHALL BE DE5I6NED, FABRICATED .AND ==
ERECTED IN ACCORDANCE WITH THE STEEL JOIST INSTITUTE 7
GORE DRILL II p
EG I F 1 C,AT I ONS, I Nc,LIJC 1 NCS LOAD TABLES, LATEST ,
I K 1 ST6 FOOT I N6 i�, EL . O' -O" t--D I T I ON
2„ 1 ' -0" DEEP FOR
� 14"x3/4"x I ' -2„ 11 '?" 1 " I II
PROVIDE ALL AGGES50R1E5 NEGE55ARY FOR G '
r- ___ __ __ �� 4-#5x3 ' -O" , I I ` ' - oMPI_E rE=
H/ 1 5/ 16"(P HOLES EPDXY FILL. -'� INSTALLATION OF ALL STEEL JOISTS, INCLUDING BRIP(31 �,
pC FOR 3/4" (P ANCH --- -- - _ AS REOU I REP BY THE DRAW 1 N65 AND THE STEEL J01 ST �' s
`rJ BOLT,-::) 4 Q I N5T I TOTE SPEC I F I GAT 1 ON5. PROV I DE W 1 NP UPL.I FT
bA_-A IL -SEE I H - - - BRI DCS I N6 AT FIRST BOT TOf� CHORD PANEL POINT AS N
DET A ( Z i rV I ' -&" H. K. DETERMINED BY JOIST MANUFACTURER. W
t;
JOIST SUPPLIER SHALL PRO,'IDE CERTIFIED CALCULATIONS
O FOR ALL SPECIAL J015T LOADINGS. CERTIFICATION SHALL J ;a
ELEV. t i I
\ tt\i • • BE FROM THE STATE WHERE THE BUILPIN6 15 GONSTRIJGTED. a
u
Q V
' 11ETAL DECK L�L _j
r.,
I /4 ALL METAL_ DECK SHALL BE DETAILED, FABRICATED � a ui � cz
AND IN5TALLED IN ACCORDANCE WITH THE STEEL DECK • (Y � � J
\ REMOVE EXIST6 — ExIST. FTG TO INSTITUTE SPECIFIC.ATION5, LATEST EPITION . G ►= u a d
tL_ I A FOUNDATION AS REMAIN - SECT. 8
SHOWN - SECT. 8A ALL METAL DECK SHALL BE CONT I NUOU15 OVER THREE ►` A u: i
4-3/4"dux 1 ' -4" W8'
+4" H, K. ANCHOR OR MORE SPANS. w �� R
J
FNDTN I BOLTS W/4" PROD. EX 1 ST6 FNDTN NEW FNDTN - ME-rAL ROOF= Dk.:GK SHALL BE 22 6A . , I - 1 /2" DEEP,
FROM FNDTN WIDE RIB ME'r�L PECK, FAINTED.
BASE PLATE DETAILS � =8A SECTION
EDRAW t NETAL DSc,IC MHN I MUALL 6�A.TTAAHMEN7A5I F NOT 5H0 WN� � a.
ELEVAT I ON LL� ►.
`v --- SHALL BE 5!8"m PUDDLE WELDS TO ALL SUPPORTS F
3/4" AT 12" O. G. W 1 TH A MINI MUM OF ONE # 10 1iCREWED n' X
------®- S I DEI_AP FASTENER EQUALLY SPACED BETWEE=N SUPPORTS. F��UNDAT I ON PLAN
_� .tee .��...........�.
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So-olls Ferry R, 12388
8UP 95-0413,MEC 95-0,341
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