HomeMy WebLinkAboutF2001-0227 - Misc1LI51 s. ao d 1
CITY OF NEWPORT BEACH
P.O. BOX 1768, NEWPORT BEACH, CA 92658-8915
Building Department
Project Address: liC4
Plan Check No.: 4 S1 r zoo 1
Plan Check Engineer: AI LJA-F 1
Date: bill I I
Phone:( 4QJC.4--32 2
NON-RESIDENTIAL FIRE SPRINKLER CORRECTIONS
Codes and Standards Used:
City of Newport Beach Public Works Design Criteria,
NFPA 13, 1999 Edition & NFPA 24, 1995 Edition
Designer:
SkE
fs -t
Phone: ( )
Designer to have License Classification marked below:
[ ] C-16, [ ] C-34, [ ] C-36, [ ] "A" (Gen. Engineering)
(underground & overhead) Underground Only
(Note: Contractor may only design sprinkler systems, which he will install)
Specify [ ] job address, [ ] owner's name & address, [ ] designer's name
and license number.
Designer to stamp and sign the drawings.
Specify type of sprinkler system. 1-4.3.
(4] Wet pipe
[ ] Dry pipe
[ ] Pre -action
[ ] Circulating closed loop
[ ] Deluge
[ ] Anti -freeze
[ ] Combined dry pipe and pre -action
[ ] Combined Standpipe/Sprinkler System
[ ] Gridded
[ ] Looped
3300 Newport Boulevhrd, Newport Beath/
r o akpeicify the occupancy classification per section 2-1 and area per sprinkler
�.rIIe section 5-6.2.2).
11'1 ' Light hazard
`[ 1
[
[ 1
[1
[1
[
Ordinary hazard Group I
Ordinary hazard Group II
Ordinary hazard Group III
Extra hazard Group I
Extra hazard Group II
High piled stock
Specify if the construction is obstructed or unobstructed 1-4.6.
Smooth ceiling
Beam and Girder
Bar joist
Wood joist
Wood Truss Construction
Provide fire hydrant flow test data.
Contact the Public Works Department (949) 644-3311
8. Write a note on drawings "Double Check Back Flow Prevention Valve
Assembly is Required". Contact the Newport Beach Public Works
Department at (949) 644-3311.
9. Incorporate the water flow test data into your drawings.
Provide system calculations. er. 'LL-AIZ. i i P Tb reel E cr-oS ►vl iI-.i
5F Es- _
Provide Fire Department connection with check valve on the front side (street
side) of the building. Provide a sign in accordance with Newport Beach Fire
Department Standard # 305.01.
All 2" and larger connections to a public water supply to be controlled by a
post indicator valve (PIV) at minimum distance 40' from building. 2-2.6.
13. PIV's to be protected from mechanical damage. 3-3.2
14. All control valves to be listed indicating types. 3-1.1 (write a note)
15. All connections from the private main to a building to have a listed indicating
valve, show location. 3-3.1
16. Control valves to be clearly identified and secured.
2
ySpecify type of underground piping. All UG piping listed for fire protection
service and in compliance with AWWA standards and suitable for:
Fire resistance
Maximum working pressure
Laying conditions
Soil conditions
Rated for at least 150 PSI.
Specify type of joints and fittings for UG. pipe. All joints and fittings to be
approved, compatible with pipe used.
Private fire service main to be 6" min 7-6.1
Show location of sectional value(s) for private fire service main water supply.
3-5.1
UG. pipe to a minimum of 30" below grade (36" below grade in paved areas).
8-1.1
UG. pipe not to pass under building. 8-3.1
All bolted joints to be cleaned and coated with corrosion retardant after
installation. Specify material.
Specify method of U.G. pipe restraint. Provide details. 8-6.2
Specify that underground pipe to be flushed per 9-1.1
Provide hydrostatic test notes. UG pipe to be tested per section 9-2.
Show location of fire hydrants on site plan 4-2.
Provide a riser detail (elevation).
Specify clearance around riser and all pipe penetrating rigid walls and floors.
1" for pipes < 3 1/2"@ and 2" for pipes > 4" @, provide caulking for mains and
cross main. 6-4.4.1
Provide a system drain. Size per table 5-14.2.4.2.
Provide a test drain valve at the end of line.
3
Show what each system test drain line empties to in order to prevent water
damage.
System has more than 20 heads, provide a flow switch and local water flow
alarm. 5-15.1.1 9J ✓1 ` Q_
Water flow alarm to be monitored in high-rise buildings (5-15.1.6) or if the
system has more than 100 sprinkler heads (more than 20 heads in 1 Div. 1
occupancy) (CFC 1003.3.1). Provide alarm drawings.
Provide a pressure gage at the system main drain (5-15.3.1).
Z1 Specify type of OH. pipe to be used in accordance with Table 3-3.1.
S eF cat1SQAL Our^f
Specify type of OH. pipe fittings to be used in accordance with tables 3-5.1
and 3-5.2. S C ►€,Q,iq—(_- o' S
Flexible coupling should be installed for pipes with sections greater than
2 1/" ¢ at the following locations : (6-4.2)
d
a. within 24" from top and bottom of' risers
b. within 12" above and within 24" below the floor in multi -story buildings
c. on both sides of concrete walls within 1' of the wall surface
d. at or near expansion joints
e. within 24" of the top and bottom of drops to hose lines and mezzanines
f. at seismic separation.
g. within 24" of top of drops exceeding 15 ft. supplying more than one
sprinkler
h. above and below any intermediate points of support for a riser or any
vertical pipe.
Put the following notes on drawings:
a. pipe welding to be done by a certified welder
b. welded pipe to be inspected by City inspector prior to hanging
c. all welds to be stamped by welder.
Hangers to be selected from Section 6-1.
If hangers are designed for the system main piping, they should support 5
times the weight of the water filled pipe plus 250#. (6-1.1). Hangers selected
from tables shall support the weight of water filled pipe plus 250#. Provide
hanger listing and deisil.
S P r
sus
4
Afrf
Show location of riser supports. Anchor at top and bottom and at 25' in
between, and at each section of pipe (6-2.5.3).
Spacing of pipe hangers to be per Table 6-2.2.
Each pipe segment on branch line to have one hanger min (6-2.3.1)
Maximum cantilevered pipe with end sprinkler to be 3' for 1" @ pipe, 4' for 1
1/4@ pipe and 5' for 1 1/2"@ pipe. (6-2.3.3)
e maximum length of unsupported arm over pipe to a sprinkler to be 2' for
steel pipe, 1' for copper pipe. (6-2.3.4) rgovce A 1.gGGE.)E Tv
SCE rsr� c+t1
�7! Design longitudinal and lateral bracing per 6-4.5.6
Longitudinal bracing shall be spaced at a maximum of 80 feet. 6-4.5.4
Qe< Provide a four way brace at the top of all risers. 6-4.5.5
Lateral bracing shall be spaced for main and cross main at a maximum of 40
feet. 6-4.5.3
Exception #2 for 6 inch rods
Exception #3 for U-hooks
ar]!' Provide specs and drawing for sway bracing or specify the NFPA standard
bracing from tables 6-4.5.8; 6-4.5.9.
a. Specify sprinkler head and listing. Orifice size to be 1/2" nominal.
b. Dry preaction system requires upright sprinkler heads or pendant
heads listed for dry use.
eriC Provide spare sprinklers per 3-2.9.3.
System Spare Sprinklers
0 — 300 6
300 — 1000 12
.a2r Sprinklers to be spaced per Table 5-6.2.2(a), (b), (c)
Minimum distance between sprinklers to be 6 feet, 5-6.3.4.
Sprinklers in concealed attic space shall be of intermediate temperature
classification. 5-3.1.4.2(6)
/ob• Sprinkler head to be at ft. from wall and not more than 9' from wall in
small rooms (800 ft2). 5-6.3.2.1
Min. distance to wall 4". 5-6.3.3
5
7'
Sprinklers adjoining ceiling mounted obstructions must comply with Tables
5-6.4.1.2 and 5-6.5.2.3 for floor mounted obstructions.
Sprinkler deflector to be 1" to 12" below smooth ceiling. (1" to 6" below
structural members. 22" max. below deck for obstructed condition.) 5-6.4.1.1
and 5-6.4.1.2
Sprinkler deflector to be parallel to sloped ceiling. 5-6.4.2
Minimum clearance below sp inl er is 18". 5-5.6 S j 1U p{�.1,J S
. �
off" Ak c L,�
Sprinklers to be provided in kitchen exhaust duct serving the hood at:
a. duct entrance
b. at top of each vertical riser
c. at the midpoint of each offset
d. at 10 ft. on center in horizontal ducts
e. hood exhaust plenum chambers shall have a sprinkler at 10' on center
maximum spacing
(4-9.3; 4-9.4; 4-9.5)
Sprinklers in hood exhaust duct and plenum shall be extra high temperature
classification (325°F to 375°F) orifice to bel/4" to 1/2" diameter. (4-9.6)
See additional corrections on drawings.
Forms \ Firecorr1198.doc
6
Newport Beach Fire Department
Fire Prevention Division
3300 Newport Blvd.
Newport Beach, CA 92663
(949) 644-3107
Plan Check Correction Sheet
PLAN CHECK NO.: 1457-2001
OWNER: Hoag Hospital
CONTRACTOR: Metro Fire Protection
PROJECT: Temporary Trailers
PROJECT LOCATION: 1 Hoag Drive
DATE: 6/13/01
Corrections:
All plans sheets most be stamped and signed by the Designer.
Duc�1-o lug'
WORR61 JT FOR BUILDING PERMIT APP1 ;ATION
CITY OF NEWPORT BEACH
BUILDING & PLANNING DEPARTMENTS
PLEASE PRINT
1.PROJECT ADDRESS (NOT MAILING ADDRESS)
( 14 ° A-6— OK
FLOOR
SUITE NO.
ZIP
LEGAL DESCRIPTION
LOT BLOCK TRACT
No. UNITS
2.DESCRIPTION OF WORK 1t'STAC-L414OIJ
QrL A- Fipta_
sSQ0.)(igstS2_
s7 sma--‘ 1 p) si--tipsy-
c.
f4kib� Q C s
uk R-cCS- '44
vat/as
Caw �7�
ESTIMATED $
VALUATION
S tiv j>
EXISTING STRUCTURE SQ.FT.
PROPOSED NEW / ADDITIONAL
NEW E'1 ADD L]
L�
SQ. FT.
ALTER
1
DEMO
No. OF
I
STORIES
OTHER
USE OF STRUCTURE
3.OWNER'S NAME LAST FIRST M.I.
f 6-G- Al iaL-c- 140 -a- -
PHONE NO.
( )
OWNER'S ADDRESS
CITY
STATE
ZIP
4.APPLICANT'S NAME LAST FIRST
leAl 5nur PAit4-dam
PHONE NO.
( rne)7(q- 7 en
APPLICANT'S ADDRESS
5711- f-(.Tic 1J G }- ft
1&
CITY
N - (-1-0 (c.v wo
STATE
c 49-
ZIP
Yl JP)
5.ARCHITECT'S NAME LAST FIRST
STATE LIC. NO.
ARCHITECT'S ADDRESS
CITY
STATE
ZIP
PHONE NO.
( )
6.ENGINEER'S NAME LAST FIRST
STATE LIC. NO.
ENGINEER'S ADDRESS
CITY
STATE
ZIP
PHONE NO.
( )
7.CONTRACTOR'S NAME
AaTr-o flytE Pri-dPsG01oti 1t4c
LIC. CLASS
C~#6
STATE LIC. NO.
5-7r0/7
CONTRACTOR'S ADDRESS
SIT" 143 146-, A -WE
SITY
t4 M ik-cue
STATE
Col-
ZIP
C8601
PHONE NO.
(Sls )7G9-7n,p
_
COMPANY NAME (if di/f/f/e//rrent)
P
NEWPOO T' LI,C, NO.
OFFICE USE ONLYrJ `� JUN 0 8 E'OOt Building Dept Yellow: Cashier Pink: Applicant
PERMIT NO.
CIZYOFNEiv-uil EAftAN CHECK NO. f4S 1 _.lc'
TYPE OF CONSTRUCTION
OCCUPANCY - GROUP
CLASS CODE
PLAN CHECK FEE $
2 3 8. 3-1/�/8, 2.548 1-3/8 16 a x 1 lirLalan 400 17
7
IG. 2 ADJUSTABLE RING HANGER
FIG. 2 NFPA A TABLG HANGER WI CED ROD SIZE
e Range - 1/2 u 6 inch pipe.
Materuii-t.arbon Steel, Mil. Galvanized to G-90
specification.
Function - For general piping purposes. Knurled
swivel nut design permits hanger adjustment after
installation. Spring tension on swivel nut holds it
securely in han • • . - . • ' tallation. Swivel nut
17
A • • roval - Underwriters' Laboratories listed a
actory Mutual Engineering approved. Conforms
to Federal Specification WW-H-171E, type 10, and
Manufactur-rs Standardization Society SP-69
Maximum Temp - • i°F
Finish - Mil. Galvanized and Stainless Steel.
O der By - Figure number and pipe size.
PIPE ROD
SIZE SIZE
A B
c
STOCK
SIZE
MAX.
REC.
LOAD LBS.
APPROX. WEIGHT PER 100
FIG. 2
NFPA
FIG. 2
3 8 3-3/8 2.5/8 1-1 8 16 a x 1 400 18
3- 7 8 2- 7 8 1 16ga x 1 400 21
... 4.i ., w .....a- _.—.._
44i{:
5 5 8**
•3/8" nut is used when NFPA rod sizing is requested.
en1/2" nut is used when NFPA rod sizing is requested.
17
18
5-3 4 4-1'4 1.5 8 14.ax1-311.6( 600
6-1/8 2-1/4 12gax
1-1/4 1250
41
52
21
23 s_'
40
43
95
057:
13-14
INSTALLATION OF SPRINKLER 5
2-5.2.9.2 Contractors or fabricators shall maintain certified
records, which shall be available to the authority havingjuris-
diction, of the procedures used and the welders or welding
machine operators employed by them along with their welding
identification imprints. Records shall show the date and the
results of procedure and performance qualifications.
2-5.3 Groove Joining Methods.
2-5.3.1 Pipe joined with grooved fittings shall be joined by
a listed combination of fittings, gaskets, and grooves.
Grooves cut or rolled on pipe shall be dimensionally com-
patible with the fittings.
2-5.3.2 Grooved fittings including gaskets used on dry
pipe systems shall be listed for dry pipe service.
2-5.4* Brazed and Soldered Joints. Joints for the connec-
tion of copper tube shall be brazed.
Exception No. 1: Solder joints shall be permitted for exposed wet
pipe systems in Light Hazard Occupancies where the temperature
classification of the installed sprinklers is ordinary or intermediate.
Exception No. 2: Solder joints shall be permitted for wet pipe sys-
tems in Light Hazard and Ordinary Hazard (Group 1) Occupancies
where the piping is concealed, irrespective of sprinkler temperature
ratings.
2-5.4.1 * Soldering fluxes shall be in accordance with Table
2-3.1. Brazing fluxes, if used, shall not be of a highly corro-
sive type.
2-5.5 Other Types. Other joining methods investigated
for suitability in automatic sprinkler installations and listed
for this service shall be permitted where installed in accor-
dance with their listing limitations, including installation
instructions.
2-5.6 End Treatment. After cutting, pipe ends shall have
burrs and fins removed.
2-5.6.1 Pipe used with listed fittings and its end treatment
shall be in accordance with the fitting manufacturer's instal-
lation instructions and the fittings listing.
angers.
2-6.1* General. Typesofof hangers shall be in accordance
with the requirements of Section 2-6.
lion: Ha r - . her - - ,rofessional engineer
to indu e a of the following shall be acceptable.:
(a) Hangers are designed to support fine times the weight of the
auter-filled pipe plus 250 lb (114 kg) at each point of piping support,
(b) These points of support are adequate to support the sprinkler
swum
(c) The spacing between hangers shall not exceed the value given
for the type of pipe as indicated in Table 4-14,2.2.1.
(4) Hanger components shall be ferrous.
Detailed calculations shall be submitted, when required by the
hew - autho cawing stresses:deoeio ed in hangers, pi
d fittings, and safely ors allowed.
2-6.1.1 The components of hanger assemblies that directly
x"-ch t e pipe or to the building structure shall be listed.
Exception: Mild steer/icing tinned from rods need not be lute
2
.1.2 Hangers and their components shall be ferrous.
Exe . h r r : -. components ,. ,.ve be- , , ,ven
tests to be adequate for t e -r, n -, a,p [cation, that are listed for this
purpose, and that are in compliance with the other requirements of
this section shall be acceptable.
2-6.1.3 Sprinkler piping shall be substantially supported
from the building structure, which must support the added
load of the water -filled pipe plus a minimum of 250 lb
(114 kg) applied at the point of hanging.
Exception: Branch line hangers under metal deck shall be permit-
ted only for the support of pipe 1 in. (25.4 mm) or smaller in size, by
drilling or punching vertical members and using through bolts. The
distance from the bottom of the bolt hole to the bottom of the vertical
member shall be not less than 3/8 in. (9.5 mm).
2-6.1.4 Where sprinkler piping is installed below duct-
work, piping shall be supported from the building structure
or from the ductwork supports, provided such supports are
capable of handling both the load of the ductwork and the
load specified in 2-6.1.3.
2-6.1.5* For trapeze hangers, the minimum size of steel
angle or pipe span between purlins or joists shall be such
that the available section modulus of the trapeze member
from Table 2-6.1.5(b) equals or exceeds the section modulus
required in Table 2-5.1.5(a).
-Any other sizes or shapes giving equal or greater section
modulus shall be acceptable: All angles shall he used with the
longer leg vertical. The trapeze member shall be secured to
prevent slippage. Where a pipe is suspended from a pipe tra-
peze of a diameter less than the diameter of the pipe being
supported, ring, strap, or Bevis hangers of the size correspond
ing to the suspended pipe shall he used on both ends.
2-6.1.6 The size of hanger rods and fasteners required to
support the steel angle iron or pipe indicated in Table
2-6-1.5(a) shall comply with 2-6.4.
2-6.1.7* Sprinkler piping or hangers shall not be used to
support nonsystem components.
2-6-2 Hangers in Concrete.
2-6.2.1 The use of listed inserts set in concrete to support
hangers shall be permitted.
6.2.2 Listed expansion shields for supporting pipes
under concrete construction shall be permitted to be used in
a horizontal position in the sides of beams. In concrete hav-
ing gravel or crushed stone aggregate, expansion shields
shall be permitted to be used in the vertical position to sup-
port pipes 4 in. (102 mm) Or less in diameter_
2-6.2.3 For the support of pipes 5 in. (127 mm) and larger,
expansion shields, if used in the vertical position, shall alter-
nate with hangers connected directly to the structural mem-
bers, such as trusses and girders, or to the sides of concrete
beams- In the absence of convenient structural members,
pipes 5 in. (127 mm) and larger shall be permitted to he
supported entirely by expansion shields in the vertical posi-
tion, but spaced not over 10 ft (3 m) apart.
-6.2.4 Expansion shields shall not be used in ceilings of
psum or similar soft material. In cinder concrete, expan-
on shields shall not be used except on branch lines where
they shall alternate with through -bolts or hangers attached
to beams.
re
1996 Edition
APPENDIX A
C-type clamps
Universal top and Big mouth universal top
bottom beam clamp and bottom beam clamp
Side beam attachment
Rod coupling
Clevis hanger
Pipe clamp
Wall bracket
U-hook
Mallea
swivel
Figure
Large flange
clamp
Spot concrete insert
Eye rod
Wrap -around
U-hook
p
C-clamp
Center load clamp
Coach screw Adjustable swivel
loop hanger
C-clamp with
retaining strap
Center load clamp
J-hancer
for branch lines Side beam
adjustabie hanger
Adjustable clip .
-2-6.1 Common types of acceptable hangers.
13-93
1996 Edition
TOLSTRUT
METAL THICKNESS IS 12 GAUGE (.105")
A-122HANNEL
.i/Br, I 1 5/8"� -
--1 718" -
• I Y
I
a._I
I
9/32"
1 5 a.. L.
i
Y
ELEMENTS OF SECTION
CHANNEL AREA
CATALOG WEIGHT OF SECTION
NUMBER LBS./FT. SO. IN.
A-12 1.89 -583
A-12A 3.78 1.166
CHANNEL
CATALOG
NUMBER
I = moment of inertia
MIS z-x
.925
.700
I (in.') S (in!) R (in.)
188 .203 .581
.920 .566 .910
1 5/8"
1 5/8"
MIS y-y
I (in.') S (in.') R (in'.)
257 .316 .680
.514 .632 .680
S = section modulus R = radius of gyration
BEAM AND COLUMN LOADS DATA
UNIFORM LOAD (LBS.)
WHEN MAXIMUM •o•"
DEFLECTION= am
A-12 18" 2213 .031 2213 11300
24" 1680 .055 1680 9700
30" 1340 .086 1340 8850
36" 1125 .125 1125 8600
42" 950 .168 950 7550
48" 855 .225 757 6720
60" 690 .356 484 5800
72" 555 .594 336 4970
84" 490 .693 247 4250
96" 433 .915 189 3500
120" 335 1.382 121 2100
A-12A 18" 6530 .018 6530 24340
24" 4895 .033 4895 21800
30" 3800 .050 3800 21500
36" 3100 .070 3100 21000
42" 2700 .097 2700 20800
48" 2300 .124 2300 19900
60" 1930 .203 1930 17950
72" 1560 .284 1560 15940
84" 1360 .393 1210 14750
96" 1200 .438 926 12650
120" 953 .680 593 8000
BEAM LOADS Loads listed are uniformly distributed, for Toads concentrated at center of span multiply uniform
load at table by .5 and multiply the deflection by .8. When deflection is not a factor use stress of 25,000 PSI'
When deflection is a factor use deflection of Ton
COLUMN LOADS Loads listed are for unbraced heights as listed.
Modulus of elasticity = 29,000,000 PSI.
MAXIMUM
ALLOWABLE LOAD OF
COLUMN (LBS.)
BEAM SPAN
OR UNBRACED
COLUMN HEIGHT
UNIFORM LOAD DEFLECTION
AT STRESS OF AT STRESS OF
25,000 PSI (LBS.) 25,000 PSI (INCHES)
• Slotted or punched channel
reduce Toad rating 10 %
•CORONA, CA (909) 737-5599
•SACRAMENTO, CA (916) 388-7800
6 ® TOLCO INC.
TOLSTRUT
PIPE -CLAMPS
PIPE CLAMPS FOR RIGID CONDUIT
CATALOG NUMBER 0.0. LBSJC METAL GAUG
RIGD'/2" .840" 11 16
RIGD 3/4" 1.050" 15 14
RIGD 1"
RIGD 11/4"
RIGD 11/2"
RIGD 2"
RIGD 21/2"
1.315"
1.660"
1.900"
2.375"
2.875"
17
19
29
34
40
14
14
12
12
12
600
600
800
800
800
RIGD 3" 3. 00
�RiGVS/ .000" 62 11 10
IGD 4" 4.500" 67 11 1000
RIGD 5" 5.563" 1�80
1
-" 102 10 1000
RIGD 8" 8.625" 123 10 1000
RIGD 10" 10.750" 143 10 1000
RIGD 12" 12.750" 198 10 1000
PIPE CLAMPS FOR E.M.T.
CATALOG NUMBER
EMTC 1h"
EMTC 3/4"
EMTC 1"
EMTC 11/4"
EMTC 1'/2"
EMTC 2"
WEIGHT DESIGN LOAD AT
O.D. LBSJC METAL GAUGE SAFETY FACTOR OF S
0.706" 9 16 400
0.922" 11 16 400
1.163" 15 14 600
1.510" 18 14 600
1.740" 29 12 800
2.197" 33 12 800
FOR 21/2"- 31/2" and 4" EMT USE SAME SIZE RIGID CLAMPS.
UNIVERSAL PIPE CLAMPS FOR RIGID & E.M.T.
0.D. WEIGHT DESIGN LOAD AT
CATALOG NUMBER SIZE RANGE LBSJC METAL GAUGE SAFETY FACTOR OF 5
UNIV '/2" .701 - .875 11 16 400
UNIV 3/4" 0.917 - 1.081 15 14 600
UNIV 1" 1.125 - 1.375 17 14 600
UNIV 11/4" 1.500- 1.691 19 14 600
UNIV 13/4" 1.735 - 1.931 28 12 800
UNIV 2" 2.192 - 2.400 33 12 800
12 ® TOLCO INC• •SACRAMENTO,(CA) (9 6)388-7800