Plans (11) Pl ,jM2013 - 00090
= r APR 0
2013
` 4
G
ARD
_ , FIRE SPRINKLER GENERAL NOTES. � OF'I1
WATER SUPPLY INFORMATION. C1'1'1�
PROVIDE FLANGE - � ., NISION
LA " �NGD
i.
SPRINKLER SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL WALL TYP ANY FIRE SPRINKLER SYSTEM UNDERGROUND n
OBTAINED FROM: PACLAND CONNECTION AT C�_.I�`RAL NOTES � �
BE IN ACCORDANCE WITH NFPA 13 AND NFPA 24. SYSTEM SHALL PIPING SITE MAIN FIRE PUMP SUPPLY
LOCATION. SOUTHEAST OF THE PROJECT SITE ON THE SOUTH BUILDING SIDE OF RISEN FINISHED GRADE TYP { z
ALSO MEET ALL APPLICABLE BUILDING CODES, FIRE CODES AND DISCHARGE AND FIRE DEPARTMENT
SIDE OF SW HERMOSA WAY z TLAn
THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION - DIP, TAR AND WRAP, Q N
DATE: 12/21/2011 - PROVIDE MINIMUM OF 2 CONNECTION PIPING) THAT IS INSTALLED 8Y 1. THE NATURAL,GAS DEMAND SHOWN IN CUBIC 1i11 M 8 -
AND INSURANCE CARRIER. :VERIFY REQUIREMENTS PRIOR TO BID RA ON IDLS PER NFPA 24 TYP a•W
-STATIC PRESSURE: 126.9 PSI CLEA NCE ALL S ANY CONTRACTOR PARTICULARLY SITE, FEET FCR 60UR CFH IS BASED ON A HEATING -4-
ca { _ (CFH) W �. o_
AROUND UNDERGROUND - i r i i�: �,N m
RESIDUAL PRESSURE. 102.9 PSI SUBMITTALPLUMBING OR FIRE SPRINKLER THAT STUBS VALI E -j 1000 BTU PER CUBIC FOOT AND -n eLn
TIE RODS ) _ -�'� a
IPE ,_. . _ N e
C -aH OF CONTACT � a
A GPM ENTRY-PIPE. OPTIONAL P .. .. . ,. ... _ UPI I ,. r � C VITY 0 6. CONT C LOCAL
WATER FLOW. 2564 r PER NFPA 24 INSIDE OR OUTSIDE A BUILDING OR FIRE = :5P_t IF
2.
INFORMATION CONTRACT M .. , ... Z
TION ON CO CT DOCU ENTS IS GENERAL SLEEVE SHALL BE A MINIMUM PUMP ROOM I FOR EXACT LOCATION AND SIZE OF GAS -� c, a
- , ESPECIALLY THROUGH A UTIL TY
W �� T
INFORMATION AND FOR BID PURPOSES ONLY. LAYOUT SYSTEM, 2 NOMINAL PIPE SIZES GIPS GASKETED N METER, GAS PRESSURE SIZE.AND AND TYPE OF
THE ABOVE WATER SUPPLY INCLUDES THE DEDUCTIONS FOR CONCRETE SLAB SHALL HAVE THE FINAL £ ER,
PERFORM REQUIRED CALCULATIONS AND COORDINATE WITH LARGER THAN UNDERGROUND COUPLING FOR PO{NT OF # AN fN TALL D PIPING AND VALVES REQUIRED FOR CONNECTION =W 4
ELEVATION DIFFERENCE BETWEEN TEST AND FINISHED FLOOR _ * - CONNECT ON FL GE S E
} M
ENTRY PIPE. ALLOW FOR CONNECTION TO PVC „ - „ _, RI W i
ELEVATION. IT DOES NOT INCLUDE BACKFLOW PREVENTER OTHER TRA WITH THE 2 HOLE METHOD THIS FLANGE TO METER. VE FY CORRECT GAS PRESSURE
DES. INSTALLATION i RODS
LOSSES OR THE REQUIRED 5 PSI SAFETY FAT _ NS CATION OF TIE _ OR DUCTILE IRON PIPE __ DOWNSTREAM OF SERVICE REGULATOR AFTER GAS W
L Q S COR. � SHALL B£ INSTALLED ABOVE THE FINISH ..
3. PROVIDE ADDITIONAL MATERIALS AND LABOR REQUIRED DUE.TO WITHIN CLEARANCE AREA. = UTILITY COMPLETES INSTALLATION.
> GRADE / FLOOR IN EACH CASE .SO THE BOLT
LACK OF COORDINATION AND TO MEET AUTHORITY HAVING FILL GAP WITH MASTIC - b RESTRAIN UNDERGROUND
t� HOLES ARE ALIGNED SO THAT FITTINGS,
FIRE SPRINKLER PLAN NOTES. JURISDICTIONINSURANCE PIPE TO RISER WITH TIE
AND 1 SU ANCE CARRIER REQUIREMENTS AT NO : 2.: SANITARY SEWER. PIPING SHOWN IS BASED ON
•.,:. ,VALVES AND EQUIPMENT MAY B£ BOLTED TO /
ADDITIONAL COST TO THE OWNER. I - RISER RODS PER NFPA 24 „
AMES IN-BUILDING SE Y 1 4 PER FOOT FALL FOR ALL PIPING
- � ..� THESE FLANGES IN A MANNER THAT RESULTS / :���
1 REFER TO CIVIL FOR _CONTINUATION „
SHALL BE INSTALLED PER ...:
#N A SQUARE ALIGNMENT WITH THE AND SMALLER AND 1/8* PER FOOT FALL FOR
_ .. TO FIRE LINE. REF /
4. PROVIDE MINIMUM ORDINARY HAZARD GROUP 2 DESIGN CRITERIA MANUFACTURERS REQUIREMENTS „
• ADJACENT WALLS AND FLOOR. ALL PIPING TO 6 . COORDINATE BUILDING
2 TO FIRE DEPARTMENT CONNECTION CIVIL PLANS FOR gx
{0,20 GPM/SF OVER 1500 SF HYDRAULIC REMOTE AREA}
CONTINUATION TYP SEWER LOCATION AND INVERT ELEVATION WITH
THROUGHOUT BUILDING UNLESS REQUIRED OTHERWISE. INCLUDE THRUST BLOCK PER NFPA 24 OPTION B
CIVIL DRAWINGS.
3 INSTALL SPRINKLER BRANCHLINES ABOVE THE BOTTOM CHORD TYP
Q HOSE.ALLOWANCE AT BASE OF RISER. TO UNDISTURBED SOIL _
OF .THE JOISTS.
z _
3.
VTR A MINIMUM OF 4 FROM
RISER ASSEMBLY
_ INSTALL S 2
5. COORDINATE PIPE ROUTING NEAR ELECTRICAL EQUIPMENT WITH
PARAPET WALL AND A MINIMUM OF 10 FT. FROM
4 INSPECTORS -TEST VALVE LOCATION. N _ : 90"
Q
LOC 0 CONNECT TO
NFP o— OUTSIDE AIR INTAKE OF ROOFTOP EQUIPMENT.
HYDRAULICALLY REMOTE POINT. , ROUTE TO BUIUDNG A 70. FLOOR c�
EXTERIOR AN
N
o
D DISCHARGE ONTO CONCRETE. SPLASH BLOCK. HEAT-PRODUCING 6. COORDINATE SPRINKLER TEMPERATURES NEAR HEAT PRODUCING z
: PROVIDE MINIMUM OF 2 - 4. INSTALL CONTINUOUS SEALANT JOINT AT .ALL
�-- WALL TYP 1
- SOURCES WITH NFPA 13. _
CLEARANCE ON ALL SIDES _ o o EXTERIOR WALL PENETRATIONS.
5 PROVIDE WET SPRINKLER SYSTEM THROUGHOUT -
0 GROUT ENTIRE g
0 A
AROUND UNDERGROUND
_ s �a o�
co 0 o Qt F
FINISHED GRADE TYP
BUILDING.
7. DO NOT CONNECT TO UNDERGROUND SUPPLY UNTIL PROVIDED '�
ENTRY PIPE. OPTIONAL PIPE „ . • , r. .. 90 5. INSTALL FLUES 'A MINIMUM OF 8 FT FROM ROOF Q1N�`
WITH:WRITTEN DOCUMENTATION THAT PIPING HAS BEEN FLUSHED r O Ali 9
SLEEVE SHALL BE A MINIMUM . . .., .
EDGE AND/OR PARAPET WALLS.
AND P DIP TAR AND WRAP
PRESSURE TESTED IN ACCORDANCE WITH NFPA 13. t
2 NOMINAL PIPE SIZES
- PER NFPA 24 TYP
N -
LARGER .THAN UNDERGROUND D P ASSISTANCE FOR ALL
8. FORWARD M
6. PROVIDE START U
COMPLETED CONTRACTOR MATERIAL` TEST ., .
- ENTRY:PIPE. ALLOW .FOR RESTRAIN UNDERGROUND GAS-FIRED UNIT HEATERS. COORDINATE
tT ir�t
CERTIFICATES TO THE OWNER. S -
INSTALLATION OF TIE: ROD R - - ADJUSTMENT OF REGULATORS WITH SET-UP PIPE TO RISER WITH TIE
. OR
WITHIN CLEARANCE AREA. RODS PER NFPA 24 THREADED PVC PERSONNEL TO ENSURE CORRECT GAS FLOW
9.; REFER TO -SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
_ _ EXTRA HEAVY DUTY '
FILL GAP_ WITH MASTIC CLEANOUT PLUG PRESSURES FOR PROPER OPERATION OF ALL
. FRAME AND COVER
c, TO FIRE LINE. REF
- EQUIPMENT.
•n GRADE SURFACE AWAY Q6/30/13
DRAIN CL CIVIL PLANS FOR
CLEANOUT T SCH EDU LE TIE RODS PER NFPA 24.
.. CONTINUATION TYP FROM CLEANOUT 1" IN GRASSY AREA
MARK DESCRIPTION .. . ..
MJ 90 ELBOW (1/4 .BEND}
MANUFACTURER MODEL NUMBER -
MEGALUG OR EQUAL ..
RD1 COATED CAST IRON BODY, BOTTOM OUTLET, NO HUB ROOF DRAIN WITH CAST OR DUCTILE IRON .._ „
:' O IN PAVED AREA n
DOM MEMBRANE THRUST BLOCK PER NFPA 24 4
£, CLAMP, ADJUSTABLE EXTENSION COLLAR (OR EXTENSION SIZED FOR ROOF INSULATION), _ CITY ca>`TIGAs�;Z
TO UNDISTURBED SOIL TYP OPTION A _----
SUMP RECEIVER, AND UNDERDECK CLAMP. ADJUSTABLE EXTENSION NOT PERMITTED FOR JOSAM RDs. 4 MINIMUM 2500 PSI A loved. --
NT Approved ............
UNDERDECK CLAMP AND SUMP RECEIVER NOT REQUIRED FOR ZURN T P- - _, PORTLAND. CEME Conditional Aero
0 SET INSTALLATION. y_ .�
- n h In: -8" DRAINS: f CONCRETE COLLAR work as desc.i„ed
<_ 8 DRAINS. JOSAM 215 0 -
0 WATTS RD 3pQ ZURN 2100-EB LEAD — IN REFor only the wo
„ PERMIT NO. �r LSO:4 per—
CO THREADED, COUNTERSUNK BRONZE OR POLYPROPYLENE CLEANOUT PLUG. PR 12 12 ADJUSTABLE HEAD
/ (PROVIDE DRILLED TAP FOR 2 08.26.11 F22-0 ....._. ( )•
NTS
4 See Letter Follow.................
WCO CENTER SCREW AND STAINLESS STEEL COVER FOR FINISH ..... ( }:
ED AREAS.
ZURN 21470 21469 SIOUX CHIEF 873 MIF ��Y-,Q �� 1
S
AB C1430 JAY R. SMITH 4472T _ Job Addre..� .zoo
JOSAM 58540 58600 WATTS CO-590-RD - �- - �., --� ?-�-�-
5 D WADE 8590 84808 � z
YCO CAST IRON FERRULE AND PLUG, DURA-COATED CAST IRON, DOUBLE--FLANGED HOUSING, AND EXTRA
l
YARD CLEANOUT'
HEAVY DUTY SCORIATED CAST IRON COVER WITH LIFTING DEVICE, VANDAL-PROOF SCREWS.
3
URN Z14 1 - NTS 04.29.11 MP11 4
4
Z 49 Z 474- MIFAB C1230 C1340 MF JAY R. SMITH 4250 = -
JOSAM 588 CO-300-MF - -
5p WATTS CO 300 MF CO 380 WADE W 6000 W-8300-MF
= OFFICE F ISE COPY
� I
_ I
ti4
98,-On t
i
1
, „ I
_ -6 1 ,
90 � � � I
I ,
86 -5"
l
•
REF CIVIL „
3 DOMESTIC WATER Z
i - 25'-
AND # 25 0
i
! RVI GAS METER � I
. AND 8�' FRE SERVICE 2
i r # - „
1 _
ENTRA CES REF- CIVIL �t-►v �g # 504 CFH TOTAL LOAD 6 YCO d
- r
E r � r ------- � ---___.�_........:....�--- ` f - 3 t REGULATE TO 5 PSIG r r # , � 1 r � _ 3 VENT 1 � REF 3-M1
...�
# -� -t r r #
_
BELOW 1 : 1 '
IE 91.50
� i
I ##
GRAD
REF C#V{L
_-,oc
W
SAMPLING PORT >
i WITH 6 YCO
1 1
r CA W \-3/4" _ 6 0
„ UH3 P AT£RAT GRADE
3 4 " u7 z
/ VTR Q
_ IN AT AEF rr
: 8 0 AFF. SET ..
LINE 1$
2 1 2 GAS
I �
# :THERMOSTAT t y���/A/��� _ # „ # # CAP SANITARY PIPES
r- THROUGH WALL 12
#, , tl
i tt3
A
W
TO 60'F MOUNTING ELECTRIC L
_ ±. NK 5 INSIDE OUTLOT
1 - _ SPRI L i,
. BELOW ROOF AND 6
� i #
r
t, ,. 1�
# # , . O # ►BRACKET 1 1 , # BUIL ING WALL c�
: Room D L 4
. . _ DOWN TO METER
1 -, o
. 4
r i
z
TYP OF`4 rn
r YCO
z
z
#
34 a
I : t
_ _ W W
_ 3 O
I - YCO cocA
1
" 10
0 GALLON J
4 _
3 F—
# - / REF M2 F- ►-
GREASE 5
REGULATORINTERCEPTOR
W
i -,
I _ <t
„ M2 : o
ABOVE pOF _ # i # # € #
# #
- ' „ QEF 5
_ ,n..n. � W to
+ "
: , _ 1 8
REF 8 M2 a Q. v�
1 1 4 }}
O t•-
1 / � � REGULATOR
DOWNSTREAM
_ A VE ROOF
`' FINISHED F OOR A N .100.0 BO
SHED L ELEV TIO 0
1"
G UP # r�vs�o�+s
OF FV !! !! _
RE
THRU #ROOF , ,
iA04/01/13 ADD. 4
YCO I _ 1
.. ff tt
.- 1 GAS UP
I 1
�_ # # # i t # # _ THRU ROOF
L
co EF
. REF 5-M2 , ,
�� 1 1/4
# - FLUE THRU
FLUE THRU '. DOWNSTREAM
ROOF TYP ROOF TYP
OF EFV
OVTR {{ � � I
" i � � 3 3 T ___--
1500 GALLON 3 3 # # t #
3 I VENT UH1 REF 6-M2 # # # REF.6 M2 �
i 5 5 - 5 5
f - UH2 -
� GREASE i
B OW , „
�L
f tt
_ f _
Ot _
UH1 12 O A F _ UH2 12 0 AFF r
INTERCEPTOR F # i # # i # # # #
G2ADE
_ I
._. SET THERMOSTAT
i REF 5 M2 SET THERMOSTAT ori
_o- 1 0
r c To 6p 01'Y
" Y To 6p # # _ t I 1��-(�#jam{TCS C
t _ 04.10.#2
- REF 7 M2 : 1
4
REF 7 M2
I �
I
YCO1
: REF 3-M1 41"5 10
1 3 I
TYP
1
r _
1 - -
r
CM FU
r r # # 1
Slf'ET itfEE
#
1 -
1
M I
3 COAT R
r � 3 D1 1
r _ CO AT 3 AT 3 Ca�AT # 1 I
$8 �FF i �Q I
F tt "
ROUTE GRAVITY Roo i MECHANICAL
_ AFF - AFF _ I
DRAIN WITHIN JOIST
WVAFF�
8 � � 1$ I3 UP TO ROOF #P (PING � AND
S ACE. SLOPE P i RD1 - 3 RD13 RDI: 3 ----__" I I I I
DRAIN RD1 1
AT 1 2 FT TYP
TYP OF 4 t
I PLUMBING
r
_.__.�. � � � �_ PLAN
#
L
r I I 1 r I 1 1 I _
I :
1
1 I
I
( I
f f} !
1
r
�-__—_---- - ^--------� L-------._.. ------_1 t_ ._ ...... ----_ _a L-- --- -- —�
L------------ . L-------------
C I 1 I 1 !
_ # # € ,
� _
I
„ -
'
29 2
32'-10"
1
„
69'-2" 72'-10"
i
MECHANICAL FLOOR --
AN
M1
1 _1 - 20'-0"
` PERMIT SET
ML114 LL
APR 08 2M
FIRE SPRINKLER GENERAL NOTES: PROVIDE FLANGE cmof-nGARD
WATER SUPPLY INFORMATION: CONNECTION AT IVISION
OBTAINED FROM: PACLAND 1. SPRINKLER SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL WALL TYP ANY FIRE SPRINKLER SYSTEM UNDERGROUND CEN NOTES ' INGD
BE IN ACCORDANCE WITH NFPA 13 AND NEPA 24. SYSTEM SHALL PIPING (SITE MAIN, FIRE PUMP SUPPLY / N
LOCATION: SOUTHEAST OF THE PROJECT SITE ON THE SOUTH BUILDING SIDE OF RISEN FINISHED GRADE TYP DISCHARGE AND FIRE DEPARTMENT �ad S
ALSO MEET ALL APPLICABLE BUILDING CODES, FIRE CODES AND
SIDE OF SW HERMOSA WAY THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION PROVIDE MINIMUM OF 2" � DIP, TAR AND WRAP, CONNECTION PIPING) THAT IS INSTALLED BY 1. THE NATURAL GAS DEMAND SHOWN IN CUBIC HW
DATE: 12/21/2011 AND INSURANCE CARRIER. VERIFY REQUIREMENTS PRIOR TO BID CLEARANCE ON ALL SIDES PER NFPA 24 TYP ANY CONTRACTOR (PARTICULARLY SITE, FEET F'CR niOUR (CFH) IS BASED ON A HEATING WW $
STATIC PRESSURE: 126.9 PSI
RESIDUAL PRESSURE: 102.9 PSI SUBMITTAL. AROUND UNDERGROUND `O TIE RODS PLUMBING OR FIRE SPRINKLER) THAT STUBS vAll E OF �E'00 BTU PER CUBIC FOOT AND �Z
ENTRY PIPE. OPTIONAL PIPE UP INSIDE OR OUTSIDE A BUILDING OR FIRE �P-_C IF C G HVITY OF 0.6. CONTACT LOCAL
WATER FLOW: 2564 GPM 2. INFORMATION ON CONTRACT DOCUMENTS IS GENERAL SLEEVE SHALL BE A MINIMUM PER NFPA 24 PUMP ROOM, ESPECIALLY THROUGH A UTILITY FOR EXACT LOCATION AND SIZE OF GAS �"� ;fig a
INFORMATION AND FOR BID PURPOSES ONLY. LAYOUT SYSTEM, 2 NOMINAL PIPE SIZES CIPS GASKETED CONCRETE SLAB SHALL HAVE THE FINAL METER, GAS PRESSURE, SIZE AND TYPE OF =W �
THE ABOVE WATER SUPPLY INCLUDES THE DEDUCTIONS FOR PERFORM REQUIRED CALCULATIONS AND COORDINATE WITH LARGER THAN UNDERGROUND COUPLING FOR POINT OF CONNECTION FLANGE INSTALLED PIPING AND VALVES REQUIRED FOR CONNECTION m -
ELEVATION DIFFERENCE BETWEEN TEST AND FINISHED FLOOR ENTRY PIPE. ALLOW FOR CONNECTION TO PVC TO METER. VERIFY CORRECT GAS PRESSURE -
ELEVATION. IT DOES NOT INCLUDE BACKFLOW PREVENTER OTHER TRADES. WITH THE "2 - HOLE METHOD". THIS FLANGE
LOSSES OR THE REQUIRED 5 PSI SAFETY FACTOR. INSTALLATION OF TIE RODS ? OR DUCTILE IRON PIPE SHALL BE INSTALLED ABOVE THE FINISH DOWNSTREAM OF SERVICE REGULATOR AFTER GAS
3. PROVIDE ADDITIONAL MATERIALS AND LABOR REQUIRED DUE TO WITHIN CLEARANCE AREA. GRADE / FLOOR IN EACH CASE SO THE BOLT UTILITY COMPLETES INSTALLATION.
LACK OF COORDINATION AND TO MEET AUTHORITY HAVING FILL GAP WITH MASTIC - o RESTRAIN UNDERGROUND
1� HOLES ARE ALIGNED SO THAT FITTINGS,
FIRE SPRINKLER PLAN NOTES: JURISDICTION AND INSURANCE CARRIER REQUIREMENTS AT NO RIPE TO RISER WITH TIE VALVES AND EQUIPMENT MAY BE BOLTED TO 2. SANITARY SEWER PIPING SHOWN IS BASED ON
ADDITIONAL COST TO THE OWNER. AMES IN-BUILDING RISEI: RODS PER NFPA 24 THESE FLANGES IN A MANNER THAT RESULTS 1/4" PER FOOT FALL FOR ALL PIPING Ztf2"�
O1 REFER TO CIVIL FOR CONTINUATION SHALL BE INSTALLED PER IN A SQUARE ALIGNMENT WITH THE AND SMALLER AND 1/8" PER FOOT FALL FOR
TO FIRE LINE. REF
4. PROVIDE MINIMUM ORDINARY HAZARD GROUP 2 DESIGN CRITERIA MANUFACTURER'S REQUIREMENTS ADJACENT WALLS AND FLOOR. ALL PIPING $" TO 6". COORDINATE BUILDING
0 2 TO FIRE DEPARTMENT CONNECTION CIVIL PLANS FOR stx
(0.20 GPM/SF OVER 1500 SF HYDRAULIC REMOTE AREA) THRUST BLOCK PER NFPA 24 OPTION 8 CONTINUATION TYP SEWER LOCATION AND INVERT ELEVATION WITH
O3 INSTALL SPRINKLER BRANCHLINES ABOVE THE BOTTOM CHORD THROUGHOUT BUILDING UNLESS REQUIRED OTHERWISE. INCLUDE TO UNDISTURBED SOIL 1YP CIVIL DRAWINGS.
HOSE ALLOWANCE AT BASE OF RISER. 7/x,0
OF THE JOISTS. z 3. INSTALL VTR'S A MINIMUM OF 24" FROM
5. COORDINATE PIPE ROUTING NEAR ELECTRICAL EQUIPMENT WITH RISER ASSEMBLY 90' PARAPET WALL AND A MINIMUM OF 10 FT. FROM
40 INSPECTORS TEST VALVE LOCATION. CONNECT TO
HYDRAULICALLY REMOTE POINT. ROUTE TO BUILDDNG NFPA 70. FLOOR N o— OUTSIDE AIR INTAKE OF ROOFTOP EQUIPMENT.
EXTERIOR AND DISCHARGE ONTO CONCRETE SPLASH BLOCK. 6. COORDINATE SPRINKLER TEMPERATURES NEAR HEAT-PRODUCING PROVIDE MINIMUM OF 2" z WALL TYP 4. INSTALL CONTINUOUS SEALANT JOINT AT ALL
SOURCES WITH NFPA 13. CLEARANCE ON ALL SIDES o o EXTERIOR WALL PENETRATIONS.
O PROVIDE WET SPRINKLER SYSTEM THROUGHOUT ENTIRE AROUND UNDERGROUND io FINISHED GRADE TYP o o f#G5LN3Pf
BUILDING. 7. DO NOT CONNECT TO UNDERGROUND SUPPLY UNTIL PROVIDED ENTRY PIPE. OPTIONAL PIPE 90' S. INSTALL FLUES A MINIMUM OF 8 FT FROM ROOF
WITH WRITTEN DOCUMENTATION THAT PIPING HAS BEEN FLUSHED SLEEVE SHALL BE A MINIMUM EDGE AND/OR PARAPET WALLS.
AND PRESSURE TESTED IN ACCORDANCE WITH NFPA 13. 2 NOMINAL PIPE SIZES PERDIP, TAR AND WRAP,
PER NFPA 24 TYP
LARGER THAN UNDERGROUND 6. PROVIDE START-UP ASSISTANCE FOR ALL
8, FORWARD COMPLETED CONTRACTOR MATERIAL TEST ENTRY PIPE. ALLOW FOR RESTRAIN UNDERGROUND GAS-FIRED UNIT HEATERS. COORDINATE r
ADJUSTMENT OF REGULATORS WITH SET-UP �t
CERTIFICATES TO THE OWNER. INSTALLATION OF TIE RODS PIPE TO RISER WITH TIE WITHIN CLEARANCE AREA. ? RODS PER NFPA 24 THREADED PVC EXTRA HEAVY DUTY PERSONNEL TO ENSURE CORRECT GAS FLOW
9 REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. FILL GAP WITH MASTIC - CLEANOUT PLUG FRAME AND COVER PRESSURES FOR PROPER OPERATION OF ALL
M TO FIRE LINE. REF GRADE SURFACE AWAY EQUIPMENT. EXPIRES 06/30/13
DRAIN / CLEANOUT SCHEDULE TIE RODS PER NFPA 24. mCIVIL PLANS FOR FROM CLEANOUT 1" IN GRASSY AREA
MARK DESCRIPTION MJ 90 ELBOW (1/4 BEND) CONTINUATION TYP �
MANUFACTURER MODEL NUMBER MEGALUG OR EQUAL —
RD1 COATED CAST IRON BODY, BOTTOM OUTLET, NO-HUB ROOF DRAIN WITH CAST OR DUCTILE IRON THRUST BLOCK PER NFPA 24 LO" IN PAVED AREA
DOME, MEMBRANE CLAMP, ADJUSTABLE EXTENSION COLLAR (OR EXTENSION SIZED FOR ROOF INSULATION), CITY OFnGAno
SUMP RECEIVER, AND UNDERDECK CLAMP. ADJUSTABLE EXTENSION NOT PERMITTED FOR JOSAM RDs. TO UNDISTURBED SOIL TYP OPTION A 4" MINIMUM 2500 PSI Approved---------------------------------
PORTLAND CEMENT GondiSonallyAF --
UNDERDECK CLAMP AND SUMP RECEIVER NOT REQUIRED FOR ZURN TOP-SET INSTALLATION. FIRE LEAD - IN CONCRETE COLLAR For only the we
<= 8" DRAINS: JOSAM 21500 WATTS RD-300 ZURN Z100-EB -ADJUSTABLE HEAD PERMIT NO.G
CO/ THREADED, COUNTERSUNK BRONZE OR POLYPROPYLENE CLEANOUT PLUG. (PROVIDE DRILLED TAP FOR MTS 826.11 F22-0 12" 12" seeLetterto:rclo--------------------
WCO CENTER SCREW AND STAINLESS STEEL COVER FOR FINISHED AREAS.) Jooadd:f.-_ 7� 54- O6� 1✓i� 4
ZURN Z1470 Z1469 SIOUX CHIEF 873 MIFAB C1430 JAY R. SMITH 4472T CL e y j
JOSAM 58540 58600 WATTS CO-590-RD WADE 848 YARD CLEANOUT
YCO CAST IRON FERRULE AND PLUG, DURA-COATED CAST IRON, DOUBLE-FLANGED HOUSINGING,, AND EXTRA
HEAVY DUTY SCORIATED CAST IRON COVER WITH LIFTING DEVICE, VANDAL-PROOF SCREWS. NTS 04.29.11 MP'' �IO
ZURN Z1449 Z1474 MIFAB C1230 C1300-MF JAY R. SMITH 4250 Jn
JOSAM 58850 WATTS CO-300-MF CO-380 WADE W-6000 W-8300-MF oV�
_ OFFICE COPY
I
j 98'-0"
90'-6"
86'-5"
85-5" I /�rr11
3" DOMESTIC WATER REF CIVIL 25'-0" z
AND 8" FIRE SERVICE 2 I GAS METER
ENTRANCES REF CIVIL wr,l I 500 CFH TOTAL LOAD 6" YCO
c2 - ---- REF 3-M1
r------------------- --- - - - ---- ww I REGULATE TO 5 PSIG E = 91 50
3' VENT
BELOW 1 I '
j �ss GRADE REF CIVIL
_o
f
00
«y �y ti ? - - o-- r -- SAMPLING PORT j
I / I WITH 6" YCO J ¢
/ UH CAP W TER 3/4" I I I AT GRADE 6" o
3 4" 8'-0"AFF. SET LINE AT AFF VTR I '� N
_ I I THERMOSTAT / WALL 2 1/2' GAS CAP SANITARY PIPES O w 3r
THROUGH WALL 12' r
! I TO 60'F SPRINKLER MOUNTING ELECTRICAL BELOW ROOF AND 5' INSIDE OUTLOT 6' cr N
ROOM .i DOWN TO METER TYP OF 4 4 -, 4 o m
BRACKET BUILDING WALL '
II o b YCO QLLI 0
! f 3 4" 3 -3 1500 GALLON YCO to 1 0
REGULATOR ! I I / GREASE REF 5-M2 v F' x O
--.. - - - - - INTERCEPTOR W a X
TOR �_ . �_-,__- I --- ._, -_ _ � � o a
I R � �
ABOVE ROOF I V-8- REF 5-M2 0
REF 8+M2 1 1/4" ' 1 -8, REGULATOR 0
1" GAS Up DOWNSTREAM I i FINISHED FLOOR ELEVATION = 100.00' ABOVE ROOFREWSOIS
THRU ,ROOF OF EFV REF '8-M2 t 04/01/13 ADD. #4
1" GAS UP
YCO I I I THRU ROOF
Ell -EFV ! I I V
2 -
1 /4
— FLUE TTYP DOWNSTREAM
--- ---- �- —FLUE THRU 0
LON 3 VENT UH1 OVTR ROOFEF
TM2 3 5 ' 3 5 ' 3 5 3 5 REF
6 TMz UH2 �F EFV --� - -
BELOW I i UH2 12'-0"AFF
OR GRADE UH1 12'-0"AFF2 yI SET TO 60OSTAT I TO 60'SET HERM A uveREF 7-M2 REF 7-M2 j OFFICE COPY 04.10.12! eaa wa
YCO -------
REF 3-M1
TYP I { I I I I am ME- -
I
1 I i I i
t I
0o
SHEET TME
' I
N j 3" AT 3" RD1
4'$ AFFCO AT I 3„ AT 3., CO AT
ROUTE GRAVITY ROOF ., MECHANICAL
1$"AFF 18"AFF j j "AFF i
DRAIN WITHIN JOIST
3" UP TO ROOF SPACE. SLOPE PIPING " �- 3" RD1 16"AFF
3" RD1
3RDl
( AND
DRAIN RD1 AT 1/2"/FT TYP J PLUMBING
TYP OF 4
- _ --- -- ----- - ------- -
--- ---'---- - ----- - - -------- _.
: _ _
�- � PLAN
I
- I S
T I _-------------------------
, I
1 I 1
I ! i �4-
I
29'-2" I 32'-10"
'
69'-2" "
i i 72'-10 �
- I M1
&4..ANI .CAL FLOOR PLAN PERMIT SET
}
FIRE SPRINKLER GENERAL NOTES:
WATER SUPPLY INFORMATION: PROVIDE FLANGE NP
1. SPRINKLER SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL WALL TYP ANY FIRE SPRINKLER SYSTEM UNDERGROUND GENERAL NOTES
OBTAINED FROM: PACLAND CONNECTION AT
BE IN ACCORDANCE IM1H NEPA 13 AND NFPA 24. SYSTEM SHALL PIPING (SITE MAIN, FIRE PUMP SUPPLY / 'j
LOCATION: SOUTHEAST OF THE PROJECT SITE ON THE SOUTH ALSO MEET ALL APPLICABLE BUILDING CODES, FIRE CODES AND BUILDING SIDE OF RISER z FINISHED GRADE TYP DISCHARGE AND FIRE DEPARTMENT C
ILI
SIDE OF SW HERMOSA WAY THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION PROVIDE MINIMUM OF 2" DIP, TAR AND WRAP. CONNECTION PIPING) THAT IS INSTALLED BY I. ITiE P:,1TURAL GAS DEMAND SHOWN IN CUBIC ~W
DATE: 12/21/2011 AND INSURANCE CARRIER. VERIFY REQUIREMENTS PRIOR TO BID CLEARANCE ON ALL SIDES PER NFPA 24 TYP ANY CONTRACTOR (PARTICULARLY SITE, �.
STATIC PRESSURE: 126.9 PSI AROUND UNDERGROUND `O FEET PER HOUR (CFH) IS BASED ON A HEATING W e
RESIDUAL PRESSURE: 102.9 PSI SUBMITTAL. TIE RODS PLUMBING OR FIRE SPRINKLER) THAT STUBS W
WATER FLOW: 2564 GPM ENTRY PIPE. OPTIONAL PIPE PER NFPA 24 UP INSIDE OR OUTSIDE A BUILDING OR FIRE VALUE OF iPVI BTU PER CUBIC FOOT AND O=
2. INFORMATION ON CONTRACT DOCUMENTS IS GENERAL SLEEVE SHALL BE A MINIMUM PUMP ROOM, ESPECIALLY THROUGH A SPECIFIC P '_- TY OF 0.6. CONTACT LOCAL
THE ABOVE WATER SUPPLY INCLUDES THE DEDUCTIONS FOR INFORMATION AND FOR BID PURPOSES ONLY. LAYOUT SYSTEM, 2 NOMINAL PIPE SIZES CIPS GASKETED CONCRETE SLAB SHALL HAVE THE FINAL U TLI f FOP _XACT LOCATION AND SIZE OF GAS
ELEVATION DIFFERENCE BETWEEN TEST AND FINISHED FLOOR PERFORM REQUIRED CALCULATIONS AND COORDINATE WITH LARGER THAN UNDERGROUND COUPLING FOR POINT OF CONNECTION FLANGE: INSTALLED MtfEk, GAS PRESSURE, SIZE AND TYPE OF WZ
ELEVATION. IT DOES NOT INCLUDE BACKFLOW PREVENIER OTHER TRADES. ENTRY PIPE. ALLOW FOR CONNECTION TO PVC WITH THE "2 - HOLE METHOD'. THIS FLANGE PIPING AND VALVES REQUIRED FOR CONNECTION =W
LOSSES OR THE REQUIRED 5 PSI SAFETY FACTOR. INSTALLATION OF TIE RODS Z OR DUCTILE IRON PIPE TO METER. VERIFY CORRECT GAS PRESSURE
3. PROVIDE ADDITIONAL MATERIALS AND LABOR REQUIRED DUE TO WITHIN CLEARANCE AREA. SHALL BE INSTALLED ABOVE THE FINISH DOWNSTREAM OF SERVICE REGULATOR AFTER GAS
LACK OF COORDINATION AND TO MEET AUTHORITY HAVING FILL GAP WITH MASTIC o RESTRAIN UNDERGROUND GRADE / FLOOR IN EACH CASE SO THE BOLT UTILITY COMPLETES INSTALLATION.
FIRE SPRINKLER PLAN NOTES: JURISDICTION AND INSURANCE CARRIER REQUIREMENTS AT NO " HOLES ARE ALIGNED THAT FITTINGS,
PIPE TO RISER WITH TIE VALVES AND EQUIPMENN T MAY BE BOLTED TO 2. SANITARY SEWER PIPING SHOWN IS BASED ON
ADDITIONAL COST TO THE OWNER. AMES IN-BUILDING RISER RODS PER NFPA 24 THESE FLANGES IN A MANNER THAT RESULTS 1/4" PER FOOT FALL FOR ALL PIPING
O1 REFER TO CIVIL FOR CONTINUATION SHALL BE INSTALLED PER IN A SQUARE ALIGNMENT WITH THE / "
4. PROVIDE MINIMUM ORDINARY HAZARD GROUP 2 DESIGN CRITERIA MANUFACTURER'S REQUIREMENTS CI FIRE LINE. REF AND SMALLER AND 1/8" PER FOOT FALL FOR
0 TO FIRE DEPARTMENT CONNECTION (0.20 GPM/SF OVER 1500 SF HYDRAULIC REMOTE AREA) ADJACENT WALLS AND FLOOR.
CML PLANS FOR ALL PIPING � TO 6". COORDINATE BUILDING
THROUGHOUT BUILDING UNLESS REQUIRED OTHERWISE. INCLUDE THRUST BLOCK PER NFPA 24 OPTION 8 CONTINUATION TYP a9a
O3 INSTALL SPRINKLER BRANCHLINES ABOVE THE BOTTOM CHORD HOSE ALLOWANCE ATiBASE OF RISER. TO UNDISTURBED SOIL TYP SEWER LOCA S. AND INVERT ELEVATION WITH
CIVIL DRAWINGS. 707
O
OF THE JOISTS. RISER ASSEMBLY z 90 3. INSTALL V1R'S A MINIMUM OF 24" FROM
5. COORDINATE PIPE ROUTING NEAR ELECTRICAL EQUIPMENT WITH
4 INSPECTORS TEST VALVE LOCATION. CONNECT TO NFPA 70 FLOOR iv o-- PARAPET WALL AND A MINIMUM OF 10 FT. FROM
OUTSIDE AIR INTAKE OF ROOFTOP EQUIPMENT.
HYDRAULICALLY REMOTE POINT. ROUTE TO BUILIDNG a
EXTERIOR AND DISCHARGE ONTO CONCRETE SPLASH BLOCK. 6. COORDINATE SPRINKLIIR TEMPERATURES NEAR HEAT-PRODUCING PROVIDE MINIMUM OF 2" z o
SOURCES WITH NFPA 13. WALL TYP 4. INSTALL CONTINUOUS SEALANT JOINT AT ALL
OS PROVIDE WET SPRINKLER SYSTEM THROUGHOUT ENURE CLEARANCE ON ALL SIDES EXTERIOR WALL PENETRATIONS.
AROUND UNDERGROUND in FINISHED GRADE TYP 0 0 r4eSW
BUILDING. 7. DO NOT CONNECT TO€UNDERGROUND SUPPLY UNTIL PROVIDED ENTRY PIPE. OPTIONAL PIPE r . . 90'
WITH WRITTEN DOCUMtNTATION THAT PIPING HAS BEEN FLUSHED SLEEVE SHALL BE A MINIMUM 5. INSTALL FLUES A MINIMUM OF 8 FT FROM ROOF AND PRESSURE TESTSIN ACCORDANCE WITH NFPA 13. 2 NOMINAL PIPE SIZES DIPLARGER THAN UNDERGROUND PER, NFPA 24 TYP TAR AND WRAF, EDGE AND/OR PARAPET WALLS.
8. FORWARD COMPLETED-CONTRACTOR MATERIAL TEST ENTRY PIPE. ALLOW FOR RESTRAIN UNDERGROUND 6. PROVIDE START-UP ASSISTANCE FOR ALL
CERTIFICATES TO THE'OWNER. INSTALLATION OF TIE RODS PIPE TO RISER WITH TIE GAS-FIRED UNIT HEALERS. COORDINATE ORn
WITHIN CLEARANCE AREA. Z RODS PER NFPA 24 THREADED PVC ADJUSTMENT OF REGULATORS SET-UP
9. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. FILL GAP WITH MASTIC CLEANOUT PLUG EXTRA HEAVY DUTY PERSONNEL TO ENSURE CORRECCTT GAS FLOW
o TO FIRE LINE. REF FRAME AND COVER PRESSURES FOR PROPER OPERATION OF ALL
M CIVIL PLANS FOR GRADE SURFACE AWAY EQUIPMENT. 0
CONTINUATION NP
DRAIN / CLEANOUT SCHEDULE TIE RODS PER NFPA 24. FROM CLEANOUT �1" IN GRASSY AREA
MARK DESCRIPTION MJ 90 ELBOW (1/4 BEND)
MANUFACTURER MODEL NUMBER MEGALUG OR EQUAL
RD1 COATED CAST IRON BODY, BOTTOM OUTLET, NO—HUB ROOF DRAIN WITH CAST OR DUC11LE'IRON THRUST BLOCK PER NFPA 24 0" IN PAVED AREA
DOME, MEMBRANE CLAMP, ADJUSTABLE EXTENSION COLLAR (OR EXTENSION SIZED FOR ROOF INSULATION), TO UNDISTURBED SOIL TYP OPTION A
SUMP RECEIVER, AND UNDERDECK CLAMP. ADJUSTABLE EXTENSION NOT PERMITTED FOR JOSAM RDs. 4" MINIMUM 2500 PSI
UNDERDECK CLAMP AND SUMP RECEIVER NOT REQUIRED FOR ZURN TOP—SET INSTALLATION. FIRE LEAD — IN PORTLAND CEMENT
<= 8" DRAINS: JOSAM 21500 WATTS RD-300 ZURN Z100- CONCRETE COLLAR
CO/ THREADED, COUNTERSUNK BRONZE OR POLYPROPYLENE CLEANOUT PLUG. (PROVIDE DRILLED TAP FOR NTS 08.26.11 F22-0 12" 12" ADJUSTABLE HEAD
WCO CENTER SCREW AND STAINLESS STEEL COVER FOR FINISHED AREAS.
ZURN Z1470 Z1469 SIOUX CHIEF 873 TMIFAB C1430JAY R. SMITH 4472T
JOSAM 58540 58600 WATTS CO-590-RD WADE 8590 480R
YCO CAST IRON FERRULE AND PLUG, DURA-COATED CAST IRON, DOUBLE-FLANGED HOUSING, AND EXTRA Z I /ARD CLEANOUT
HEAVY DUTY SCORIATED CAST IRON COVER WITH LIFTING DEVICE, VANDAL-PROOF SCREWS. ( `J
ZURN Z1449 Z1474 MIFAB C1230 C1300-MF JAY R. SMITH 4250 ( NTS 04.29.11 MP11
JOSAM 58850 WATTS CO-300-MF CO-380 WADE W-6000 W-8300-MF
r u
98'-0"
90'-6" I
86'-5" I l I
85'-5" I I I I I
V
3" DOMESTIC WATER rREF CIVIL i I
I
g�' 'T� 25'-0" Z AND FIRE SERVICE 2 /I--GAS METER I I I —
ENTRA CES REF CIVIL 500 CFH TOTAL LOAD »
-------- --------
--- - - REGULATE TO 5 PSIG
; iYCO
------------------------� '------------ i I------- I 3„ vEWT I REF 3-M1 J
BELO
GRADE I REF CIL-fC
1
I I I
m
SAMPLING P
\-3/4-! UH3 CM WATER - \-3/4- � � ^ WITH 6" YCJ8'-0"AFF. SET I LINE AT4WmWF 2 1/2" GAS I I GAT GRADEQ N
____ THERMOSTAT !df9LL-_.----_ CAP SANITARY PIPES
THROUGH WALL 12" 5' INSIDE OUTLOT ,i »
I I I I TO 60T SPRINKU�R iMOUNTING ELECTRICAL ( BELOW ROOF AND I I I ' 6 W
DOWN TO METER I i i BUIILDING ALL 4" �+-----� 4" o
cn
ROOM I I A K I
„ 0 b YCO �— z
3/4 0
3/4" 3 _3 uj
100 GALLON YCO a) J cc
i GREASE REF 5-M2
REGUL
-�_ I —_.__-------�_- __-.—T INTERCEPTOR W ~ ci
TI I
ABOVEOR ROOF �2EF 5-M2 o a
REF 8+M2 1 _g ( ! I I I ( I I 1,_8» off. (L0 ai
1 1/4" REGULATOR
1" GAS UP DO[ 74 OFSTRVAM ( I I I I FINISHED FLOOR ELEVATION = 100.00' I I ABOVE ROOF pfl�ne
THRU (ROOF REF 8—M2
YCO I I I I I I I I I I 1" GAS UP 04/01/13
_ I I
T4mYCO EFV I I I ( I ; ( I EFV THRU ROOF
5-M2
--------_._ r ...:..__.__-__-_.. .. -. ...i _-_---
--------- --- - - ---------- -- - --------------- -------- - I - p- - ----------- ------------ - -----------
FLUE THRU FLUE THRU DOWNSTREAM
------ r--- T OVTR ROOF TYP 3 I I ( 3 I I I I ROOF TYP
1500 GALLON 3"I VENT UH1 REF 6-M2 5 g 5 3 5 REF 6-M2 T _ OF V
OI GREASE BLOW
11 INTERCEPTOR G ADE UH1 12'-O"AFF i I I I i UH2 12'-O"AFF UH21
p.-i REF 5-M2 I �/G� SET THERMOSTAT I I I SET THERMOSTAT I I WE
REF 7-M2 I I I I I I I I REF 7-M2 i i 04.10.12
4" ' W
YCO 1 15'-10" I
REF 3-Mt I I
TYP CU FU
10I
CO AT CO AT
-_-- 18"AFF i R TE GRAVITY ROOF I 318" MECHAI
CO
T I I I 08-AFF
I I �CAFFT I I
AN WITHIN JOIST i -_-_� AN
3" UP TO ROOF ACE. SLOPE PIPING
DRAIN RD1 AT 1/2"/FT TYP I I 3" RD1 ; i I 3 RD1 I 3" RD1
TYP OF 4 ° 1PLUMI
_-. _ _
------------ I-- ---- - ------- --------- - ------------ _'---------- _ ---- _ --------- - ------------------�
r t' A
4
----------------------- -- ' ------------- ' I ---------- I -- I ------ I -------------- ! �___---------- ---
-- � L---- I
I I i"i j L----------------------
29' I
0
69'-2" i I 72'-10"
LLI
N M
W M ECH AN I CAL FLOOR PLAN
N
Li PERMI'
a
P4
P4