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TOLCO FiG. 1000 FAST CLAMP
l TOLCO FiG. 90o NO-THREAD SWIVEL SWAY BRACE
/ I" SCHEDULE 40 PIPE U7TOLCO FIG. 4A IN-LINE CLAMP *--Orr LONG
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i o ATTACHMENT TO STRUCTURE :
( 1 i
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TYPIC/IL f CL 90
CONTRACT NAME:
1
IGC�J•i
TYPICN. 3c FtEaOEAD DROP �� SW 72W 7Zi MW UB
AM PAW BOOTH
TKiAAM, OFEGM
KEY PLAN_ ,L&T CONTRACT WITH:
e mY—I� +' *0 9�r i m
2 ` � 2 NITS.
TYPICAL FLEXHEAD DROP N oarriMWX41
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wuroert�aeo ePNr+aa+W+ ar�te�A�Nares oeeiaw alrrNEMA A�W Nolree
AANGLE MACKET L 'L• Roo _ SYMBOL TYPE MFG/MODEL SIZE TEMP. FINISH CANOPY QUANTITY MK DATE BY ---- 1. ALL MMERIAL AND EQLWMENT TO OF KEW ANO UNDUMMERS APPROVED. !. FIRE MW W! TO PWM ALL LAW NO INTERIM. To NMMI QRS N NEW LAB AND PANT IMPER NM 13 20M =MFity SystemsWest
a SAW SLM SCREW N MAOINE THRMED Rao SSP RELIABLE MODEL F1FR 1/Y 5.6K 155 CHKIME REC CHRM 6 - 2. PIPING DRUMS ARE CENTER TO CENTER E)UM RES & DINENSNONNS 2. POW TO WNW WS M PPE 11MU D PER ORMIMr IIAZm
SHOWN MMY (1-5) WHICH ARE END TO END. 3. PPND FOR NIN PA/Q DIM PPE =RUB PER OM NA M MO BE 16% No
C INVERTED BEA: a wP N TOGGLE NUT SSP RELIABLE MODEL F1FR 1/4' 5.6K 155 WASS N/A 3 3. EAR IQME BRIVCIIG SHALL BE PROWn IN ACCOR WICE W1R1 NEPA 2. NEW PPNC TO CC IMI TO EtOSrllsI RLE V NNW SMIL
200 ST
P Po
Km aANNPOWER DRnIFJN uo� DRY FISSMI MME MODEL F3 1/f5.6K CFI�iOME N/A 1 13, tart EDITION. 3. DOW FKSPIMIaER OMEIMPAD "SIN TO row
TOP VY1001MKe WA �d1
4. PIPE NNM+CERs AND METHOD OF NANIGING TO BE IN ACCORDANCE MATH (31110) 0"M 10 (M) 2"'ZM
— - � - IBPII 13, Ml EMM.SNGe UNDER R CONCRETE ANCNIOR 5. PIPING SHALL BE Of .v00MW4CE WITH WFPA 13, 2002 E0TT10N. WA ST. CONTR LIC N0: FIRE SWI 14081 C+R ST. CONTR LIC NO: 4973
F OFFSET EYE SOCKET T TRAPEZE APPIWAL8 pMIFEVripl 6. JOfMNi OF PIPE AND FITTIII►;, THREADEC AND MA;LOED SWILL BE IN
WT H NFPA 13. 2002 Ws".
-— _ ACOORDANCE
.�- - CiUALITY CONTROL BY: DATE:
G CELRJG R;.µ U CONDur GANP AUTHORITY HAVING JURE-RTION AUTHORITY HAVING JURISDICTION 2 7. 000 TO PRONDE ABEI'IIMTE HEAT TO PA MXI i►AvR IN PM
+w}�yF�ROM
FREEZING N AAFAS PAOTECTED BY A WET PIPE SPRINKLER JINiZ�• APPROVED FOR FABRICATION BY: DATE:
H SHOE BEAY BRACKET W W1lSiNER PLATE OWNER/ARCHITECT OWNER/ARCHITECT 1 a. 51R11CilNK ADEIOIIa OF THE mum TO SUPPORT THF SPR9N11ER APPROVED FOR INSTALLATION i9Y: DATE:
-- FIRE SYSTEMS WEST 1 PIPTW KV01lSKM OF THE MO ANOIOR WSS11NlCi W
J •l BOIi X X—PRESS StxEW _ PIPING IS_ REPRESEMATNE. C DESIGNER DATE J00 NO. SMEEF
K SHDRT CLIP Y POWER-STRUT TOTAL THIS SHEET 10 - --�TOTAL 4
IA',ION
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RELIEF TO SPLASH CAP DUCT BELOW
BLOCK A•f GR,*OE• ROOF FOR FUTURE
CONNECTION.
SHEET NOTES c)
1. RUN DUCT TO 10'-0" ABOVE NEAREST
I I i I I RTU INLET.
I I I — Ito I 2, 76x20 RETURN OPENING WITH
3/4 JIB I I I I I 1..: I I I I I I t 1 I I I , BIRDSCREEN. BALANCE TO 7,980 CFM.
I I
(E) 3"C1N _. I I 1 I I �- --• .-- -- -. .-_. __ i I - - -• .__ _. J t I I 3. GAS LINE SIZES ARE ESTIMATES ONLY
BASED ON 0.5 PSI GAS AT 650 CFH AT
MAX LENGTH OF 300 FEET. CONTRACTOR
COMPRESSOR - TO VERIFY GAS PRESSURE AND LENGTH
OF RUN TO METER.
4. RUN CONDENSATE TO NEAREST DRAIN.
- I I TITUS 272RL I I
18x10 NECK 5. SUPPORTS & SEISMIC RESTRAINTS PEP
• I
665 CFM SNA'
^ 1 r
TYP. 12 6. CURRENT FL OCCUPANCY MECH UNITS
ADDDDED TO HANDLE THE PROCESS COOLING
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1800 NECK M
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rFLOOR PLAN - MECHANICAL - GOLF BALL LAB - OPTION B
j-j---\j SCALE: 1/8" = 1'--0" ()-T-C
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PACKAGED ROOFTOP AIR CONDITIONING UNIT SCHEDULE
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SUPPLY COOLING HEATING COMPRESSED AIR DROP DETAIL_
TAG DESIGN NOM CAP AIR FLOW E.S.P. OSA INTAKE TOTAL SENS INPUT OUTPUT AFUE EER/SEER NOMINAL UNIT SIZE OPERATING WT. 2 SCALE: NONE
BASIS (TONS) , CFM) IN H2O CFM MBH MBH MBH MBH �X LxWxH IN LHS
RTU—1 TIRANE 10 4000 1.5 400 118.84 93.53 250 202.5 81 10.2 89x83x47 1500 r
RTU-2 -TRANE 20 — 8000 1.5 800 242 173.5 400 324 81 9.5 1224444 2500
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FAN SCHEDULE Ill�o Add oA
FAN
TAG DESIGN DRIVE AIRFLOW ESP BHP MOTOR NOMINAL UNIT SIZE OPERATING WT.
BASIS CFM)— IN WC HP LXWXH LBS :L. $
EF-2 GREENHECK GU-280 BELT 4000 2 2.38 3 320206 300— ---1 -- GLUMACengineers Tcr � awtelneble future,® GOLF BALL LAB r'RolEcr No: r-omre
` J esus onre: I i-o2oe
V9�� • z0 NIKE GOLF M1
8 R + 320 Hw wa.marm BI.,strife 200 Job No.:206AMOIA
rwllmd,OR 97204 CoTTIM:T.STIMAN FACUTIB PLANNWP COATING WORK CELL
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1) DOORS AND FRAMES ARE PAINTED ? AND VINYL BASE IS 7.
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PLEASE VERIFY COLOR
a 2) (8) DUPLEX OUTLETS, (2) 3-WAY SWITCHES do (1) 6-SPACE
CIRCUIT BREAKER BOX WILL BE SUPPLIED. DEVICES SHOWN FOR W
REPRESENTATION ONLY. LOCATIONS TO BE DETERMINED BY OTHERS.
3
i 3) LIGHT FIXTURES TO BE 2x4 LENSED FLUORESCENT TROFFERS v
1/4" 29 t/ 1 WITH T8 BALLASTS (LITH #2GT8432).
N 10 219 1 4) ALL GLASS IS 1/4 CLEAR TEMPERED. o
5) REFER TO QUOTE FOR ADDITIONAL MATERIAL SUPPLIED. >-
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PANEL CONSTRUCTION:
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SILL ANCHOR BRACKET CD 12/04/2006
6070 DOOR FRAMING T rir?l+JL'1QS arp Ser,' for approv i! only. Do not use theSe CHECKED BY: SHIP DATE: �
1
d-,r ��,, fry •4'aflation. f=abriceiion di lawings will be included OFA
A WALL ELEVATION B WALL ELEVATION v"'!' rf�r= �r;i;.';,`�nt tcn
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P01-ITA-F!AB OC: t?OnATION Vi
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L1 SHEET NO.
IV'Jt /1��Di:•Vt�'" ncv1S '�•n"`
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By _(✓Gt@: 1 OF 2
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14" ANGLE PANEL CONSTRUCTION: �-
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SUPPORT MEMBEF' ABOVE CM RUBBER DUST COVER CLOSLIRES z
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DR M BY: DATE: Uj
CD 12/04/2006
These drawings are s^nt for approval only, Do not use ttles6Ix
drawings for installation. Fabrication drawings will he included CHECKED BY: SHIP DATE- O
with the shipment, OFA z
No mnteriai can he ordored or pmduction scheduled until
P �'"S &1ned approved dramngs are rcceived. W
REVISED: �x
Pc►ta-Feb's custrmor wirl be resoornsil)Ie for confirming and1/4" = 1'
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q t,�e dimon ;a;�s and general layout,
; ��an'�ii?�, ,
1 not ng, anv exrsting c:cnd ,ons that rray affect this I; y;jut
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36 1/2" 5 COVERS 0 35 0/16" 177 13/16 6_ 1) GOOFS AND FRAMES ARE FAINTED WHITE AND VINYL 2001
7 ;��" BASE IS BLACK. " jr
10" av" 30 80 1/2" 48" 48" 26 1/4" 48" O.C. U�" ITE D 1PLEX OUTLETS - ' " ' + _ •llut'>LL� i 0
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C/O SWITCHES do 1 6-SPACE CIRCUIT BREAKER. BOX W;LL ����� o
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• SUPPLIED. DEVICES SHOWN FOR REPRESENTATION ONLY. �
LC TO BE DETERMINED BY OTHERS.
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3) LIGHT FIXTURES TO BE 2x4 LENSED FLUORESCENT o
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TRORS WITH T8 BALLASTS (LITH 12GT8432). A
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4) ALL GLASS IS 1/4" .LEAR TEMPERED. ~` .
—' 51 REFER TO QUOTE FOR ADDITIONAL MATERIAL. SUPPLIED.
6) DOORS TO INCLUDE AUTOMATIC DOOR BOTTOMS (NG { ,
C #220) AND WEATHERS T RIPS (NG #160).
t
STRUCTURAL NOTES: m
0 1) SP If`DICATES THE LOCATION OF A SHEAR PANEL. g
Y 2 ALL •,UBE STEEL TO BE ASTM A500 GRADE "C"
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3) ALL BEAMS TO BE A572. ALL ANGLES, PLATES & '�0 .4c� 8. w
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4) ALL BOLTS TO BE 0325.
t 5) ALL SHEAR PANEL ANCHOR BOLTS TO BE MINIMUM Ld
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"0 EXPANSION ANCHORS HILTI ICC 1917 B U
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APPROVED) W/3 1/2' MIN. EMBEDMENT. p, s z
6) THE END USER IS RESPONSIBLE TO PROVIDE 0 o
ADEQUATE FOUNDATIONS TO SUPPORT 1HE COLUMNS & V o
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PDG STEEL, ANSI/AWS D 1.i-96" Q
• MAIN RUNNERS McGINN & iATES J
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NON LOr�D BEARING DUST COVER LIVE LOAD: 10 PSF N
NON LOAD BEARING
t 1 10) E�'.RTHQUAKE DESIGN WAS BASED UPON THE CL .
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4 HOLD CENTERLINE DIMENSIONS OF STUDS AS z
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H-STUDS ARE SUPPLIED IN 8' LEOGHTS m
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DRAWN BY: DATE: ce
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CHECKED BY: SHIP DATE: 0
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1 PERMIT NOTICE:
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ENCLOSED ARE THE ENGINEERING CALCULATIONS AND DRAWING AS YOU REQUESTF_D. THE ORDER NO. ``'
CALCULATIONS AND DRAWINGS WERE DONE BY MCGINNIS do ASSOCIATES , A P"iUrESSIONAL a
STRUCTURAL ENGINEERING FIRM. HOWEVER, BECAUSE OF THE ABILITY OF LOCAL 29-40323 D
MUNICIPALITIES TO ESTABLISH, ADOPT, AND INTERPRET BUILDING CODES INDEPENDENTLY, v'
PORTAFAB CANNOT REPRESENT THAT THESE CALCULATIONS, DRAWINGS, AND STRUCTURE WILL
MEET YOUR LOCAL BUILDING OR CONSTRUCTION CODES. BECAUSE OF THIS WE ENCOURAGE SHEET NO.
YOU TO WAIT FOR ISSUANCE OF THE BUILDING PERMIT BEFORE FINAL APPROVAL DRAWINGS
ARE COMPLETED AND THE BUILDING MANUFACTURED. IF YOU INSTRUCT US TO PROCEED
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