Plans FPS2018 -00179
( 3/3 )
, . RECEIVED
• I ;' - JUL 1 019
� 12
CITy OF-1
BUILDING DIVISION
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5005
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I PORTLAND:
t\ a - t` _,1 _. ,�- , , ' • ,_ I •• 16790 N.E. MASON ST, SUITE 100
s i•a I ) C, ( `\ 1�- --_x__111 PORTLAND,503-331-0234
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7 _ ■ _ ti. ? >\. J .•s114a'•, I -� Tigard, Oregon
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•' TIGARD MGH SCHOOL RENOVATIONS
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W _ _______ _ LCG PENCE CONSTRUCTION
PORTLAND, OREGON
I \\ GENERAL NOTES
TFT 1-.1. T F PROJECT DISCRIPTION AND DRAWING LEGEND
I _. \
- E,-LI. REL \
I 1 . This building Is provided with new wet and d pipe fires sprinkler system designed, installed TIGARD HIGH SCHOOL
i \ 9 p dry p Y 9 ,
1 and tested per NFPA 13 (2013) requirements and per the Local Authority Having Jurisdiction
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(AHJ). REGISTRATION:
9 9 p Y C c I ' OF S
2. This contract is to begin 5 -0 out from building as shown provided b others. NEW ADDITIONS
SITE PLAN - WATER ENTRY / � FIRE LINES NOSCALE '
SURGE RESTRAINER c�
3. It will be the Utility Contractor's responsibility to ensure all required testing on underground FP-1 SITE, LOCATION, AND HANGER DIAGRAMS PAN SHOWN U1.4GRAHATIC FOR DEVICES AND H1 UR4ULIC REF POINTS, OILY TO RESTRICT UPWARD MOVEMENT OF PIPE WITHIN
aas �r E v
THE 14ANGERION OCCURS QDURING AKETSPRINKLER TYPE ACTIVITY.
is conducted and the 'Contractor's Material and Test Certificate is copied to McKinstF�� Co. FP-2 BUILDING SECTIONS & SUPPLY ISF� .r.,` .1•a
ACTIVATION OR EARTHQUAKE TYPE ACTIVITY. piping p '
before any connection of fire protection equipment will take place. I y 4 -1�gard oEcoN
TOLCO FIB,36 FP-3 N1 MAIN LEVEL o
Seismic BracingTable of Application Approv Plan; GLE G'
pp 4. All materials, devices and hangers used on this project shall be UL Listed and/or FM Approved FP-4 N2 MAIN LEVEL B
SB-1 6" Lateral to Concrete SB-8 21/2" Long to Concrete for use in fire protection systems. Y Date, } �
SB-2 6" Longitudinal to Concrete SB-9 4" Lateral to Steel FP-5 N1 UPPER LEVEL /N p CP
SB-3 4" Lat to Concrete SB 10 4" Longitudinal to Steel I'll 5. See attached 'Equipment Data Submittal' for all applicable materials and equipment used in FP-6 N2 UPPER LEVEL 1
SB-4 4" Long to Concrete SB-11 3" Lat to Steel ® this project. J EXD RES 12-31 -'9
SB-5 3" Lat to Concrete SB-12 3" Long to Steel p FP-7 S2 LOWER LEVEL _
SB-6 3" Long to Concrete SB-13 21/2" Lat to Steel 6. All piping 2" and smaller with threaded ends to be Schedule 40 pipe and shall use threaded FP-8 S1 & E UPPER LEVEL NORTH APPROVED ISSUES:
SB-2 21/2" Lat to Concrete SB-14 21/2" Long to Steel class 125 malleable iron fittings. FP-9 S2 & E UPPER LEVEL SOUTH D NO DATE DESCRIPTION
FP-10 S1 LOWER LEVEL E AREA 0 10-22-18 FOR REVIEW AND APPROVAL
7. All piping 1 '/" and larger with roll-grooved ends to be Schedule 10 pipe and shall use Firelock
11-16-18 FPE REVIEW
- - - --
grooved fittings and welded outlets. -
NOTE:ATTACHBOLTTO NOTE ATTACH BOLT TO � --
FLANGE OR VERTICAL WEB FLANGE OR VERTICAL WEB (END OF BRANCHLan RESTRAINT-3010 NFPA-13,93b.3)
PER SEOR REQUIREMENTS PER SEOR REQUIREMENTS -Plan Symbol TOLCO Fig,M
LETAL DECK( OVER METAL DECK(MIN
OVER 8. Unless noted otherwise on plan, all pipe cut dimensions are with take-out accounted for.
CONCRETE SLAB OVER CONCRETE SLAB OVER METAL DECK NMN 22 GA.1 METAL DECK PAIN.22 GAJ
CONCRETE SLAB METAL DELK(MIN.22 AAI METAL DECK IMIN.22 GAJ
ROTATED 90°FOR CLARITY) (ROTATED 90°FOR CLARITY) -
TOLCU11909 9. Any and all painting or paint preparation of piping to be by others. -
TOLCON9W /.••BOLT, SWACH
Yf•BOLT, CONCRETESLAIBOR VICINITY MAP -
SWIVEL BOB -`SEE GALL FOR BOLT DIA SWIVEL ° NUTt WASHER ATTACIYENT NI/Tt WASXER
RIGID INSUATIdI ODER _-.-- -SWIVEL KWIK BOLT TZ ATTACIMEM MTMA193 •'N, ASIMAIW STEELBEAM STEEL BEAM METAL DECK MIN.22 CIA)
ATTADAMENT dA. MIN EMBED S' ° ',u,K 10. Freeze protection is the responsibility of the owner in areas where an anti-freeze or dry
Q• IOC ES ESR 1917 RF' a• STEEL BEAN TOLCO.129
'P ••�
STEEL BIEMM - TOLCOAIB SAMMYEKPREW-- system have not been installed.
♦ SWIVELSKP•20
A TOLCO.9D9 ��- TOLCO.900
SWIVELSWIVEL TIXCO FIG100 ALL SW SETTLER ST
. --'�
MAN ATTACHMENT ATTACHMENT \ THREAD RODHYPJ 11 . Pipe hangers to be installed in accordance with NFPA 13 (2013) and per local AHJ.
\TOLCO.1001 FAST CLAMP MAN MAIN MAIN �VSpLM PIPE 1 SCX.b PIPE ASTM 307 £
TOLCOV15 200�..\`,I
TABLE
TOLCO VIN1 FAST CLAMP TOLC04APIPECLAMP TOLLOi1001 FAST CIWAP R00.S TICM TO PIPE(TYPJ AKIN ADIlANGER(RING - SURGE RESTRAINER OR II O
HANGER TYP) 12. Sprinklers to be installed with deflectors located up to 12 below bottom of structural deck or m
.
BRANL""NE ceiling unless noted otherwise on plan.
�TacoNUPIPE cLAAv o
TYPICAL IF NEEDED IF NEEDED TYPICAL TYPICAL g
LATERAL SWAY BRACE LATERAL SWAY BRACE LONGITUDINAL SWAY BRACE LATERAL SWAY BRACE LONGITUDINAL SWAY BRACE ' 9rn PROJECT SITE
TO CONCRETE DECK TO STEEL BEAM TO STEEL BEAM TO STEEL BEAM TO STEEL BEAM 13. Maximum storage height permitted in storage rooms or other areas is 12' for miscellaneous - - ----
and 5' for plastics. "
BRANCHLINE RESTRAINT SW DURHAM RD yP�
METAL DECK TO METAL DECK \�FR-
14. The owner shall maintain a clear 18" between the ceiling and the top of any storage or other i-- 5 �� DESIGNED: IDT
STEEL BEAM MAINTAIN AMINIMUM OF 30 SPACING PER NFPA 9.3.8i e --
•- _,
obstructions. O I e DRAWN: KW
CONCRETE SLAB LOCKTOLCO � 3 1 "3' `2''`
----- Tdcoal�0� fTdcoP4A rOLCO 1 CHECKED:
FIG. O CONNECTION FIG.69R LOCKING THREAD $L
RETAINING RETAINING CONNECTION 15- Any and all access panels for valve and device accessibility is to be by others. -----
STRAP I -,A STRAP JOB NO'.
-'-- W SNAYERLY DR
TIXCO N909 �1 METALCONCRETE SLAB OVER RIGID INSULATION OVER
S'
• �SEECALL FOR BOLTON 0 0 � ND LOCK VIEWfA \ � _ METAL DEGKMIN_22 GA.) METAL DECK AIIN.22 GAJ
SWIVEL KWIK BOLT TZ J•• NUTREO'DNO LOCK VIEWA-A 16- McKinstry Co, shall not be held responsible should the noted flow test values not be supplied
ATTACHMENT ��P MIN EMBED5' JA NUT REO'D
ICC ES ESR 191]
1h•SL'h.40PipeSTEELBEAM TOLCO 65 TOLCOFIG 66 -/ TOLLQFIG.7DJ Ao-,, X, „ �SAMw EXPRESS at the point of connection now or in the future due to the possibility of deteriorating water W SHEET TITLE:
§� o CMU WIN o BEAM CLAMP BEAM CLAMP TOLCO FIG.100
ROOCCUPLING KWIK BOLT TZ SWNELATTACHMENT n
ALL THREAD ROD MIN EMBED Y SXP-20 supplies. ti
TOLCO FIG.100 ASTM 307 ICC ES ESR 1917
I
MAIN ALL THREAD ROD �R.PO
TcicO?9BD -TOLCO FIG.200 m WA N
ASTM 307 ADJUSTABLE RING -�-- TOLCO FIG.100 TOLCO FIGIOD0;
Swivel Attachment SPRINKLERMAINORggqA 17. All capped ends of mains to be considered and used as flushing connections. ' ��/ LOWER LEVEL AREA E
HIKI%zx3'/• � ADJUSTA3L200 gRANCMLINE PIPING �J/ AGER ALL THREAD ROD ALL ROD
ADJUSTABLE RING ASTM 307 ASTM 30]
�To9co Nu.wPE CLAMP K'A•*Boft TZ ®
SYMBOL: HANGER H s
- TOLCOTABLE I TIXUSTAB RI 18. If field conditions result in a change to the shop drawing installation in any way, contact the SPRINKLER PLAN
' SPRINKLER MAIN OR ADJUSTABLE LE RING ADJUSTABLE 2M
SYMBOL:
1
gYMgOI: SYMBOL: ,-,1
SB-0 BRANCHLINE PIPING HANGER $PRINKLERMAINOR � .; HANGER {,�
SPRINKLER ro ect engineer to verify proposed changes are compliant with NFPA 13 2013 requirements
LONGITUDINAL SWAY BRACE dN BRANLHLINE PiPINO ,-) BRANCHLINE PIPMG p 1 9 'Y P P 9 p ( ) q
-ROD 6REB: ••RODSIZES: - and per hydraulic design.
TO CONCRETE DECK (0-0)=LENGTH 1'-{'PE 1Q' OD G• 1'-PK:I1W ROD I VICINITY MAP
T PIPE-12'ROD •'PIPE=,?ROD SHEET NUMB ER.
RISER SWAY BRACE HANGER#65 HANGER#65 HANGER-TZ-
TZ_____ HANGER-SAP20 19. All electrical work - line or low voltage to be by others.
TO CONCRETE WALL "T'S TO STEEL BEAM "T6. TO STEEL BEAM NTS
FP1 OF 1
t HANGER AND SEISMIC BRACING DIAGRAMS NO SCALE GYM ADDITION REFERENCE DRAWING
/ / ITCHEN ACP-1 . „ \\ Q9,-0") "\ \\ i\ / P-
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07 TO
S YCTURE CO 10 „
FF E N107D 9'-0-0
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N109 GWB-1 /
88� CORR. A105 X
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CONN T TO NEW N118
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°e 10 RISE ANIFOLD i 9'-0
OPEN TO ET Al 9 �ACF-1 °/ll U���
NORTH / 12 STRUCTURE \ /
® RISER CUSTODIAL N VAULT \. OFFICE \ McKINSTRY ESSENTION, LLC
A104
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SEATTLE:
. N110 � � SRR
9 OH1
5005 3RD AVENUE S
j 6 h BOOK K ER ACP- ,_W t-8SEATTLE, VVA98
_ 00.669-6222233
RISER MANIFOLD FF A e� \ A ph PORTLAND:
SEE DIAGRAMS FP-2 Gw6 , /
III III EXISTING GYM8 4 0 8 16 \ 1I0-f0 FF (\,_ �\ / \\ ACP-1 P-1 16790 N.E. MASON ST, SUITE 100
PORTLAND, OR 97230
� 0 111
503-331-0234
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------------ EE SITE
PLAN F 6 m+ BOY GIRLS
SEE SITE PLAN F 6 N112 \ / www.mckinstry.com
GW&1 PEN O PRINCIPAL ry
NOTE: SEE PRIOR SUBMITTALS FOR AREAS OUTSIDE AND 2 0 b\ 9-0 s uRE oassT. 103 PROJECT:
AROUND THE EXISITNG GYM AS PRESENTED ON THIS SHEET. a 13 5Ql A112
/ELEVATOR F Tigard High School27
Hydraulic Information 4 \ ACHINE RHO 9OH1 9000 SW DU RAM RD.
Tigard, Oregon
Remote Area 8
OCCUPANCY CLASSIFICATION Light Hazard N114
DENSITY o.ioo mfhz for o.00ftz(Actual oft2 E 01 >
gP 95 987.5 ) b TOILET ACP-
! j TOTAL HOSE STREAMS 250.00 E 01-1 . -- i
W 108E9
TOTAL HEADS FLOWING it GWB-1 DRY RAGE H1 \\,
jj K-FACTOR 5.6 108 CUSTO
TOTAL WATER REQUIRED 469-38 �QJ \ OH1 N113
TOTAL PRESSURE REQUIRED 48.852 OFFIC .. \\ OH1 1 N2
\ 91-0.BASE of RISER( m) 469.38 W108C \� / COOLER COMMONS
iI BASE of RISER(Psi) 48.852 FRW108H ALCOVE
i
SAFETY MARGIN(psi) +39,886(44.00) 5B
W108 i
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NOTE:AREA INCREASED 30%CORRELATING TO THE ROOF SLOPE. OHI ' j
N 1
Sprinkler Legend /
GWB-1',
? KITCHEN_ - 11-0 -- -
j S mbol Manufacturer SIN Model Quanti K-Factor Type Size Response Finish Temperature ;, --- �
Victaulic I V27081 FireLokl 721 5.6Upright 'A lQuick Brass 200'F W108B
10=10 FF Q OH1 -- -_
h S1 E1
CA
6 STORAGE
22 +g� 1 +�A 9 LL 5� 3 0 3 A W 105A
3---N 23 3 i' 21 3 -_ q �'9 32 -._ 9 - +� / COVERED FROM ABOVE SL
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--- OPEN TO STRUCTURE
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0'•10 1'• 11'-6 8'•6 3' 13'•2 4'•3
2
1 s h 211'-0
Pf xro 1lp;r .1S a '-2 13'-1 1x1'r-•7_ 1'-8 5•7 o xr•-o
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--- OPEN TO ABOVE-
^ 11 SEE UPPER LEVEL THIS AREA / CONSULTANTS
ACP-1
LCG PENCE CONSTRUCTION
PORTLAND, OREGON
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MAIN GYM
W 1 2 \
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S2 S3 � � _ ,
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T - - - - - - - - - - - - - - - - - - - ' ' ' ' ^ ' REGISTRATION:
— — QED Pi�'OF�S
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GW_B-1 37 F
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110 106 102 ( -� � v
11-1 114" OREGON
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STOR.
W102A
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CHI I •' N a ® EX= tES 12 31 I9
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ISSUES:
W107
DATE DESCRIPTION
109 105 c 101 I COMMONS �
m I to W105 L/ \ 10-22-08 FOR REVIEW AND APPROVAL
ACP-2
I I 11'-1 114"I � 11-16-18 FPE REVIEW
C C ^ a ACP-, 4-16-19 GYM RENOVATIONS
C -
G B-N-GO -- — - —
i ' GWB-1
m m w I m y m n w 9-0"
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CP1
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{ 111 102 ICORR --
- - X BOYS
- a I W101C
W101A I w103
h n
— — — — — — — — e— — J m ? ? N W 6 `° ? DESIGNED: ROT
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a n s°+ o w DRAWN:
� KOT
1 CHECKED: SL
_ _ Y 3' JOB N0: 00000
5 ^ �, W104 - - --
- I''I LL 5 1• 4' LL h .
G1N8-1
+ - N v + .. .. .
s _
AM e „� GIRL$ SHEET TITLE
2% N - _ NN , C� QS �� 9-0
-- - -- - _0'f0 _ '•6 11'• 8.7 - --. 317 73?1 4�•4 4'•q X73'-2 3� q•.5� ��1/•-7 2021
23 N
r
0 c src° - 33 39 2 s -
18 19 - - ---- - 40
EXISITNG GYM
_ 31 J4
II I -, �', SPRINKLER PLAN
G 1
SHEET NUMBER:
ISI -
(
\CH - --- - - - -
- -- -- - -- - - - _ - F P 1 0 F 2
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NOSPRINKLERS EIR CONSTRUCTION
RINOFPA 1
_ W109
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