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aaSMlgeueas ��'K .
k ti fwrlt t000ptpaoy the Building Permit Applicatlon fttrnt.
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New Roof or Raroof
Type of Occupancy Nee of BuUdIlW
At ,., ,_ Number of squares to be applied
p $&/i g Veh adon of Job
m Wind Uplift Resistance(i.e.FM 1.90).
_yy'=•t Roof Pitch(i.e. flat, 1112,SI12). New mob must b a mialwre d qO t
inch per twelve inch pitch. Existing flat roof►require a A04OW"M M
cheok for water ponding.
0' Draimoi.4 d dW.vi Roof Drainage(if applicable):
_ Interior Drains and Overflows
Sokippers
Both
A- _A •f& L Deck Materiel(if applicable):
concrete
mew
Wood
Other
O }�A&,m New Insulation added(if any):
PAW Type
R Value(Minimum of R-12.5 required on complete tear off)
Wei t of Roofing Material Per S uare Foot:
New Roof lbs.
X Combined Roofs lbs.
Provide manufacturer's specification sheet for product(Staple to Form)
Minimum requirements aro: All roofing material must have a Class"A"Fire Rating.The maximum
wood fiber contact must be less than W10 by volume.The wind speed design must be a minimum of 90
mph.
Cooper Nen Drs
AWk%tHMO 6ftm MW iseud.
gselllwtioasw�s i/ M "
Applicability
R,.
0"tigark Roof stems aresspppp
R
and industrial s�eetiug alicalste to
ppt cations. 'tbe Caeti#a k
we net intended !or sesidantial
ontruction. w
p. pant�ark Roo! systems are not applicable witMwt
=toe oepartmsnt}ions I whterom ree any eiwf thek#s !'�i�
conditions exists
1. Roots classified Sone III by PacterY WASSl's
Loss prevention Data sheet 1-28.
2. Roots sub ect to chemical discharge.
2. plass deux construction, waterproofing, pond
liners, etc•
C. par roots subject to specific code requiresents
contact Con
dtivark'sing Dods o!inial Service Department or
conal
1.07 Substrate
A.
application ation at a Ceing nt mark Root strates are
suitable for
System
-
1. stool Decks Minimum 24 gauge steel decks
require the installation at an approved
insulation. Deck construction less than 21
gauge requires a pull-test.
2. structural, precast, Concrete "T", or Poured
Concrete Docket Require the installation of
an approved insulation. I! poured in plea
concrete docks are
and free
of sharp ages or contaainants the smooth,
onttimark
Fully Adherebe inptalled directly over Attached the
Roof
systems may
deck. Ballast applications require insulation.
1. Plywood, Oriented Strand Board (08B) , Wood
plank, or Walerboard: Requirm the installation
of an approved insulation. i! decks are clean,
dry, smooth and tree of sharp edges or
contaminants, the Centimark Fully Adhered and
Mechanically Attached Roof Systems may be
installed directly over the deck. Ballast
applications require insulation.
1 }u
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Specifications
L, ByatNe �y 1
Page a r!
1902 Substrata (Canted.)
t. POmled or Freeast Gypsum and Casastftiws ffyM
Fiber Dadts (Tectum) t Require the �Militfill ��;
of en approved immolation. Dealt osmetev@MOW
of this type require a Pat best.
S. LightweleAt Concrete Deakot nogairtt 00
installation of an approved latsulOAMa.
Insulation attachment abou-3d be into ask" psm
or structural concrete dock whottever poseiwo.
Attadmtent into the lightweight only, reg aims
a pull-Leat.
Go Smooth Surface Built-Up Boofst The Centimeaft
Fully Adhered and Mechanically Attached )toot
systems may be installed directly over a smooth
SUM that has not been ocated or resaturated,
or where dead level asphalt mos mot use*.
Ballast application require the installatiom
of an approved insulation.
7. Coal Tar or Gravel surface Built-Up Rootst
Coal tar, or gravel surface built-up roots
require the installation of an approved
insulation. Loose gravel should be removed
whenever possible.
s. sprayed In Place urethane 1Wofst PUF root
systems should be removed prior to the
application of the Centimark hoof systems. It
PUP are left in place, a check for moisture
must be conducted prior to application.
1.03 wood Nailer■
A. Now wood milers are required at all low roof edges.
Mood milers are required to support all sheet metal
details.
B. Wood nailars shall be wolmaniaed or /Z lumber.
C. Wood nailars shall be mechanically attached.
a. Minimum of 16" on center.
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1.04 vow farrier - Air Barrier 4.
A. An air barrier is required on all new eeastw%Wbi�
or tear-et over steel, and weed ducks.
Vw vvaappoorr barrier my be required for ��rreei•�e ,yy,
0• buildiM with high humidity or a meistma+e dr#w• #'`
Commit
contigork
application.
l�hnioal Nervi" DOWN IN
type and sat ter
1.09 Insulation
Rotor to product Information 1.01 for typo and Minimme
thickness.
A. Insulation Attachment
meter to Approved rasteners 4.01, and *retest
Information 1.07 to identify a rPP opriaW
fastener for the substrate and at t.
1• Where
dock will It the iContimask Tnimum echnical
service Department.
1. "a following deck types require a pull-out
test.
a) steel Docks thinner than 14 gauge•
b) plywood Docks thinner than s/a".
c) All gypsum, tactual and lightweight
concrete docks.
3. Hot Asphalt Attachment.
a) Insulation should be mechanically attached
whenever possible. when using hot asphalt
for attachment, adhere to a clean, primed
substrata at a minimum of 250 to 300 Per
loo square test.
b) Do not use hot asphalt for attachment to
steal deck.
c) Do not use bps in conjunction with hot
asphalt attachment.
. . ..... ... ........ .
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1.N A. Insulation AttaCmM* (Ccntld.)
1. Not Asphalt Attachment
d) m teotum, and weed decks require a
arahanieally attach" rase sheet prim t•
asphalt attadment.
0. All insulation joints must be staggered.
3.Od Metal ad"
^ ,If
A. All sheet metal coping, perimeter enclosures, or
M rformed u must be mechanically attached to a
N. All astal must be a minimum of .040 aluaimua, or if
gauge galvanised for face dimensions of 0" to E".
Por face dimensions veeater than d", see Metal Ndge
Notion 1.01.
1.07 Walk Pads
A. Walk Pads MHU be installed at all doomed points
(ladders, hatches, doorways, *to.) to the root.
So Around all mechanical equipment which will require
maintenance.
Co Under any small air conditioning units or mechanical
stands.
loco Jobsits Considerations
A. Inspect deck and confirm structural integrity of
existing deck, and specify repair or replacement as
required.
B. Protect system from discharge of petroleum products,
grease, animal fats, or direct contact of steam heat
sources in excess of 180 degrees F.
C. Fumes from the adhesive solvents say be drawn into
the building during installation. Care should be
used around roof-top intakes.
D. Building Code requirements limit application to a
minimum of two roofs. Consult local building code
official or Centimark T-chnical Department
Meihts speouso.tiana 1lwised s�l�ss
1100! sra6810e wNnes s r
1.f1
Its o6 OC Inlermatlan s
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A. Ilrmlatien
(Mechanically Attached and Fully Adhered System)
1. 20 Year Assemblies ;
a) New Construction or Total Tear-Off �a
1. Minimum 1.5" igo - (steel Decks)
' 2. Minimum in Iso - (Monolithic Deoks)
3. Minimum .5" R-Board - (Monolithic
Decks)
4. Minimum .5" Dens Deck - (Monolithic
Docks)
b) Recover
1. Minimum 1" 150
2. Minimum .5" six (6) sided Coated
Fiberboard
3. Minimum .5" R-Board
4. Minimum .5" Dens Deck
(.25" Dens Deck may be used over
saooth roof)
2. 10 Year Assemblies
a) New Construction or Total Tear-Off
t'
1. Minimum 1" Igo
2. Minimum .5" ND Fiberboard (Monolithic
Decks)
3. Minimum .5" R-Board (Monolithic
Decks)
4. Minimum .25" Dans Deck (Monolithic
Decks)
b) Recover
1. Minimum 1" 180
2. Minimum .5" ND Fiberboard
3. Minimum .5" R-Board
4. Minimum .5" Dens Deck
(.25" Dans Deck may be used over
smooth roof)
5. Minimum 15/32 (smooth one side)
exterior plywood
6. None - over existing smooth BUR
� a
11 yry,
"AWA61Wk lb WWW 0pecifications Revised 4
ee11i
L
l i. All neve construction over am air
duke require the installation of a 4 nil go1M
prior to
Z
ion. Beorporate Technical Oeoaetmammt.
Minimum 1•e i/ finisuu density 1M may be am"
face ballast applications for both 20 and 10
systems. AppiLaotian of M over a sbsl
year
deft in new oonstruotion or total ton
off require the use of a thermal basriese
,• (1.e. $ 1/2" gypsum, 3/40 perlita, or IN
fiberboard)
• 3
2.02 Insulation Attachment
A. Mechanically Attached `
1. Perimeter - i fastener par 2.4 square lest.
(12 per 4x8) Minimum of first 7 feet.
2. Field - 1 fastener per 4 square feet.
!. Fully Adhered
1. Perimeter - 1 fastener per 2 square fest
minimum of first 4 feet.
2. Field - i fastener per 2.4 square fest -
minimum of 12 per 4x8 board of insulation.
C. Ballast
1. No fasteners required.
Notg1 Placement of fasteners per insulation manufacturers
recommendations or Factory Mutual Loss Prevention
Data ghost 1-28.
2.07 Insulation Fasteners
A. Mechanical fasteners - refer to approved fastener
list for type, deck and necessary engagement.
a. Use locking plastic platen whenever possible. When
using metal plates, assure they are galvalume.
4.t..
"-h
ifioations Systems �efts Vim
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2.02 Insolation rastemrs (Cont'd.) `T;.
C. Not asphalt may be used for attachment of ineslatie0
r, to memelithic deck. Lightweiot fill, apsum,
tectum, and wood decks require the attachment of a
base sheet prior to use of steep asphalt. Concrete
decks must be primed. Use Type III ar Type IO
asphalt at 260 to 300 per 100 square feet.
;d
2.06 Materials and Coverage Data
AApplication rata of materials consistent with the
follovinq with exceptions due to weather factors, and the
use of mechanical equipment for the installation of bonding
adhesive.
A. Bonding Adhesive: 55 to 65 square fat per gallon
under standard application over all insulation.
Increased coverage rate with the use of mechanical
equipment will result into thin of adhesive layer.
Maximum coverage rate of so square fat per gallon
recommended.
B. Splicing Cement: eo to too linear fest per gallon.
(90 feet for both sides of a 6" seam)
C. Caulking: 20 linear feet per tube for lap masa
sealant. Teri bar caulking (NP-1) 10 linear feet
per tube.
D. Nater Cut-off Mastic: 10 linear feet per tube,
minimum of one tube per drain. 50 feet per roll
when using the cut-off tap*.
B. Pourable: 20 linear feet per gallon for tie-ins or
two 6" x 6" pitch pockets at 1/2" to t" depth.
Depths greater than this should be filled with quick
set cement prior to using pourable to avoid
cracking. Sonneborn's SL-1 may be used in lieu of
two-part pourable sealer.
F. loam Packs: 198 board feet (board foot - t inch
thick by 1 foot wide) or 15 cubic feet per kit.
G. Hypalon for coating membrane, 1.5 gallonL per 109
square feet.
H. Primer: 150 to 200 linear feet per gallon. (73-
100 feet for both sides of a 6" roam) .
ar..
MY i 7
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same emssapsiss"alit"
Specifications
f 1.M Materials and Coverage Rata (ContId.)
I. Walk Pad Adhaivs: Two walk pads par tube.
Pre aiutions$ T,
I. Do not allow material to freeze.
Z. Do not apply splicing cement with rollers.
3. Use only uncured WON for all flashing details.
Use of unused neoprene @hail be limited to
tie-ins utilising steep asphalt.
4. seam tape may be used in lieu of splicing
cement on all applicstions. Minimum of 4" .:eam
tape on ballast and fully adhered assemblies.
Minimum of 6" tape mechanically attached
applications.
5. Mix all adhesives and primers thoroughly prior
to use.
6. Use proper disposal method according to state
and local laws for adhesives, cans, rags, *to.
3.01 Installation Procedures
A. Mechanically Attached System
1. All installations require a minimum of .o45
membrane unless otherwise specified by building
owner, architect, or applicable code
requirements. All end laps should be staggered
with a minimum of 6" overlap.
Z. Two (20) inch plastic plates, metal wind bar
or polymer batten bar is placed within the 6"
overlap, 1" from the back of the seam. Bar
spacing of 6 to 10 feet for non-reinforced, and
10 feet for :ainforced membrane.
3. Adhere 6-10 feet of the perimeter of the
building depending on panel site used for
application.
u.
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fi AMMIUMMINk Oaifasm speoilications lbvisad ytxLq
a1rNe! Neat systems
*.sl Installation Procedures (Cont'd.) -
�1 w
10 ft. tan-rainfarosd attachment may be used for 10 year
systems, with a fully adhered 10 foot perimeter.
B. Fully Adhered system.
i. All installations require a minims of .049
membrane unless otherwise specified by building
3r owner, architect, or applicable coda
requirements. All end laps should be stpgerM
with a mini. 6" overlap.
2. io feet wide panels are typical, but a maximum
of a 20 foot sheet may be used.
C. Ballast systems
i. All installations require a minimum of .049
membrane unless otherwise specified by building
owner, architect, or applicable 0060
requirements. All and laps should be staggered
with a minimus 6" overlap.
2. ba est width panel suitable for project should
be incorporated. Make sure not to overload,
or deflect deck when using larger rolls.
3. Minimum of 10/ of smooth river rock par square
foot must be applied uniformly over entire roof
system. An architectural report be
obtained to confirm building capabilities of
handling additional dead load.
C. Ballast system
4. Polyester protective must be install* prior
to installation of ballast on all 20 year
applications.
tJ)Iw Asa ft omifosa specifications Devised $/i *$$�
subber Deaf systems •�-/�- a �,
va" 10
y
3.02 Flashing Details
>A.
Samoa
1. Minimum of G" overlap for all assemblies,
utilising splicing cement. seem tsps day be
used in place of splice cement. six (te) Usk
tape for mechanically attached systema, fear
(40) inch for ballast and adhered.
2. Allow seem to dry prior to caulking to avoid
solvent blisters.
3. 1111 "T-Joints• aunt be covered with pre-
fabricated covers or a minimum of i" x 46
uncured ip01t.
4. 11 minimum of 2" laminated uncured DOOM may be
used in lieu of lap seem sea:ant for all
applications. Use of laminated strip or sesm
tape is zmULC3Q on 20 year warranties.
D. Flashings - General
1. Whenever possible, provide a minimum height of
!" for all flashing details. Do not flash over
existing through wall scuppers, weep holes,
drains or overflow scuppers.
2. if existing built-up flashings are to remain,
they must have firm attachment to the
substrate. 1111 others mist be removed.
3. Tops of flashing details must be terminated
with term bar, unless a unit can be lifted.
Metal counterflashing is wt an acceptable
termination.
4. Dar must be installed vertically (roof surface)
or horizontally (parapet wall) at the base of
all flashing details. Reinforced perimeter
strip or laminated cant strip may be used in
1 lieu of been bar.
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dentimm* 001form Opecifications Mavis" 4/1/95
mar see mmisms a
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2.a2 dashing Details d.)
TY.
D. Plashinob - amoral
,gym
S. All maven surface - stucoo, aobblsrtoM#
textured masonry, corrugated panels meat be
covered with a ainimum of i/2" exterior gmeft
smooth plywood to receive flashing.
C. Flashing Projections „x
I. A base bar or 2" plate must be installed at
the base of a unit greater than i toot x l toot
in dimension, and pipe greater than 1 toot in
diameter. Reinforced perimeter strip or
laminated cant may be used in place of bar or
plate.
2. Whenever possible, 11ft unit and run flashin
up and over top of curb. Nail flashing, 12
on cantor with roofing nails prior to
reinstalling unit. All others require the
installation of term bar secured an an center
with 014 fasteners.
3. All oornere must be wrapped with a minisam of
two piece of uncured zm.
4. Pipe may be field flashed or utilise a pippee
seal. Pipe seals require water out-off mastic
and clasping rings for all applications.
D. Flashing - Parapet walls
I. A base bar must be installed within 4" from the
base of the parapet. when this detail is not
feasible, install bar into parapet wall, or
incorporate a wood nailer.
2. A term bar is installed at the top of all wall
flashings unless a metal coping is to be used.
Counterf lashing is =I an acceptable wall
termination. Term bar is attached using 014
screws.
e.+
' ftnab o* vaitora gsoitioatione awls" i/l/N
t VAdOr 2000 2Ystems aupamsdes*M"
12
2402 Flashing Details (Qant'd.)
D4 flashing - Parapet Mali
2. Mail flashing is to be installed as a separate z
=loco train the field shoot. flashing to be
installed a minimum of t" up the won Loss
surtaoo, and 6" past the base bar onto the
field sheet.
4. Outside corners must be wrapped with a minimum ""
of two pieces of unpured EPDM.
S. Inside corners s, y have "dog loq" detail with �>
rubber folded over. "Dog leg" is to be covered
With a minimum of 12" uncured EPDM to prevene
lifting.
E. Flashing - Low Edge
1. All low edge details ate& incorporate the uses
of a wood naileL, when using insulation.
2. All drip edge or other low edge details that
require flashing must utilise a miniauns of 6"
laminated uncured EPDM. Dc not use field shoot
as a flashing detail.
F. Flashing - Drains
1. Use of either inserts, or clamping rings is
acceptable. Nhen using inserts, field membrane
to be installed underneath with insert
mechanically attached to roof deck.
2. Top piece of EPDM is installed (minimum 4 ft.
x 4 ft.) and totally adhered to flange.
Install a piece of uncurel rPDM to flash in
around the clamping ring of the insert, in
addition to the top piece of EPDM.
t` �+
R./ 1AkelmkiakiNt wifeem specifications Swisat 4/s/N ;
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f.Of plashing Details (Contd.)
plashing - Drains `
1. Whom seeing olaBping rings oe iastall:ng seW
ones the existing drain lead mast be leamsMad,
and rho sating smKaoes of the e
and la»iag sL�
athe bowl olsanee down to bare ectal. N�
the field membrane and an additieaaI psora of
BPOMsinimus 4 tt. x 4 ft.) are to be
installed under the clasping ring.
4. insure bolts are in good ,condition, it not
retap and replace with new. All bolts 200 be
replaced.
s. Both details will incorporate the who of a
minimus of one tube of Mater Cut-Ott Mastic.
4. sump around all drains by capering off
insulation whenever possible.
w' 0. flashing - Misc.
4 1. not stacks: Build a pitch pocket, or install
a secondary metal stack with a gap between it
and the hot pipe. secondary stack is to be
flashed with a minimum of two pieces of uncured
WWI and have a metal hood installed at the
top.
s. Walktreads: Use a serpentine pattern of walk
pad adhesive on back, and place onto root
surface. As an option, install walkyads using
3" seam tape.
7. Chemical and Grease Areas: Typically addressed
by using either neoprene or chemical resistance
sheat. As an option, use a grease containment
area as manufactured by Grease guard. When
installing neoprene or chemical resistant
sheets, these membranes are to be placed on top
of the SPDK field sheat.
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ystassiiieatiousyi/ rc
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i food Natal "go '
A. V nirail
11 install be" rail into weed natter. Gulp with
cut-off mastic or tape, running the fist!
membrane over the bottom rail and attaehteg ten
rail. Bottom rail is oven u"ad and to tai
f joints are staggered from those an the bebbm* �.
Allow 1/e0 to 1/4e gap between all ted ratla*
Face of the bottom rail is attach" tnio !rent
of the building when necessary. Insure teeh
screws are placed in every hole of the top
rail.
B. Contimark xaylock Fascia
1. Continuous clip metal edge or drip ad"
manufactured for Contimark by Hickman. Bdgo
is to be used as an option on negotiated
projects and installation on FM projects.
installation guide provided with material.
1.04 Tear-Out and Tear-Off
A. Must always send core to testing lab for asbestos
report prior to a tear-off situation.
a. insulation replacement on a partial tear-out
situation is done with the most economical
materials. Use of BFe dLxsat1x on a steel or
combustible dock is not perm tte . This includes
standing soon metal roofs. Use of IN as fill, once
a thermal barrier of perlits, fiberboard, or gypsum
is permitted.
C. Dock replacement usually done with similar material
wherever possible and feasible.
D. when replacing tectum, or gypsum, a variety of
different deck types may be employed. These are
normally replaced with either metal, plywood or
fibro planks. when replacing with plywood, care
must be taken in a commercial building not to change
the fire-rating of the deok from non-combustible to
combustible. Attachment of replacement dock to
purlins typically done with ':eks 04 or 05 fasteners.
Tack welding of metal dock is an option in lieu of
the fasteners.
c"
la{'
aadomw mast bass
ifiostiems T
d .d
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A d•
l.Od Tia-Inc
+ &I Plight Tim-last Dona in a variety of mOMMIr
dspwdbw upon the rest apliwtion. TAoN
fres steep asphalt Comm kits with step IMA emit AGp
assent, sod peurabis. TAese applications wiii sit
be suoseseful depending on conditions. now '
asphalt MWO be ilisod wbenevar Possible' Prep'
up tie-in vex, tessible.
D. Permanent Tia-Ins to existing Matt Typically deme
iadhering the membrana to the rest emrtaes,
nstalliml a wind bar, stripping in with a 1!" isea
of uncured neoprene, and flood coating with apbalt.
C. Permanent Tia-Ins to ixisting single Ply beat
IyStan I Typicallydone with the use of adhered
field sheat, bar installed, and stripped in with
flashing. Recommend the use of a wooden curb
whenever possible to divorce the two systems and net
r endanger voiding the customers warranty from another
l
manufacturer.
MY.i
1. Tie-ins are not covered under the term et the
warranty.
Y. for alternate tie-in details, please consult
the Technical Deportment.
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NIA !r
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IJOMTIM IU NIA x NIA l.i•
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X ■ INDICATES THE ACCEPTABLE FASTENER OR FASTENERS FOR THE SPECIFIC DECK TYPES.
NIA ■ Fastenm not applicable for this substrate type.
For fastenen over other deck typos contact the corporate Technical Services Department.
Fasteners for lightweight over concrW, gypsum and tectum require a pull-out test be performed.
Minimum pull-out value 300 pounds.
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THE
CEMnMARK,
EPDM
ROOF
�e
THEIINGLE-PC'Y SYSTEM
THAT STARTED'A'REV!OLUTION ,
w •
TOR
u
THE CENTIMARK EPDM ROOFA, °
THE SYSTEM THAT PUTS ' h ene
EPDM (Ethylene
HITECH TOUGHNESS Propylene Diene Monomer)
i, has proven itself as a highly
effective and economical
single-ply roofing membrane
BETWEEN YOU AND THE for over twenty years now.
ELEMENTS. More EPDM rubber roofs
have been specified than
any other single-piyy
material. And Centlmark'a
EPDM system Is unsurpassed
In durability and watertight
protection.
Igo
EPDM'S STRENo1N IS
ELEMBUAR
' What makes Centlmark's
EPDM such an outstanding
roofing system? It Just
stands up to anything
nature's elements can throw
at It.
EPDM Is dimensionally
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stable, yet expands and adhered to the secure
contracts with bullding .� Insulatlon. The system may
movement, It can withstand also be Installed over
temperature extremes from Insulatlon that Is attached
a hot Phoenix sun to a using conventional fastening
Minnesota winter, without — methods where applicable,
losing Its cool. IYs also Ideal for special
configurations such as
THE wORI0101n!Of THE domes and barrels,
� SLIER or contours are envisioned.
Mechanlcaliy Attached - ����TAKE TKE
Our EPDM roof Is prac- Thls system presents a .
tically maintenance free: Ilghtwel ht, cost-effective
• Virtually Immune to option I�you wish to Ilmlt the The best roof syystern ever
> ozone, UV radiation and weight load on the bullding deslpned won't do the fob If
� cold crackln� or to reinforce an existing It Isn t properly Installed.
• Doesn t become roof. Insulatlon, when Only Centlmark Crews Install
brittle from plastl- necessary, Is mechanically Centlmark Roofs. We hire
cher migration. attached to the Them, We train them.
"�` • Llfe expectancy deck, with the We Insure them. And
much longer membrane we stand behind
than bulli-up affixed at our work with the
roofs. set Intervals Industry's ski-
0 0 z 0
eprotectio
- W uto affached g
yeasrs. batten strips to packe.
protect
against
wind upllff. • W
APPLICATIDK' Adhered -
Ballasted - The ballasted Thls system �-.
system presents an easy, is especially
economical roofing solution recommended for
for buildings that can applications over an
accommodate an average existing substrate where
ballast weight of 10 to 12 psf. the use of mechanical �
Because this system is easy fasteners is undesirable, or �
to Install, IYs Ideal for appll- unfeasible. The Insulation is � ,
cations where eventual installed using hot aspha�t, '•
changes In building height with the membrane fully /
!1 EPDM SINGLE PLY ROOFING
overr k pearssrsod a PHYSICAL PROPERTIES
Ce
wholenew approach to
E.P.D.M.Roof Membrana ASTM Tu! Tut Possumoo !70 Rai rooflnp: s11m1- Slack and White Method
note all the k>Iyers Of supplies Wim. I tahe 0751 -W+2.0
and assume responslbll fyy for
the entire fooflng project. It Length, 1.id a D751 4V+O.0
wall an Idea whose tiros had
come -but It meant apply- Thida»es,Inch..
Ing Ourselves In every way (45m11+80 mill 0751 t10%
Pte'
•All Centknark Roofs an specific Gravity D297 1.15t.05
L albv
•bbyynvalm alsCarre Tensile Strength,Min.PSI D412 DIE C 1305
.W9 map typal of comnwcloll Elongation, Ultimata Min.% D412 300
klrAstrlal roolln0�syy�stt
•We can kstat a whole�new Tow R"Istanoe
roof or simply patch and repair. Min. Lbs./Inch D824 DIE C 150
s We malMaln a 24-hour emergency
s W f
fr~fer the Industry's best pro. Factory Seam Strength D81 S (modBled) Membrane Rupme
tectwn package-up to 20 years
on all materials and workmanship. Unear Dimensional Charge
Plus annual Inspections. Max. %28 Days at 2400F D1204 t2
•We have over 50 locations coast
E Wcoast
e coond�uct a free roof analysis Heat Aging D573 Tensile Minimum
demur photos and a complete (26 days at 240'F) 1205 PSI
S 8.3 P&)n. 0%
a We malntoln our corporate
Ilnanclol strength at a"4A1" Brittleness Point at•49^F D2"17 Does Not Break
90 you can rest assured .�Cracks
N around to support Ozone Resistance
our warrontles and programs 188 Hre./100 PPHM/
for years to come. 100F/40'C/50% Ext. D1149 at 7X Magnification
This full service approach
ha enabled Centimark to Water Absorbdon, Max.%
offer the Industry's only true 188 Hre. at 1571F/70°C D471 +8/.2.0
'Risk Proof Roof - and also
tocome the count 's [ j^ � r•I'�`+c ICBORCCFKI
largest national give
u mss. ' 1 IffiNMONAL oar,. ,oRe w
contractor, So Ave us a call.
We'd reallylike apply SEE TECHNICAL DATA AND WARRANTY FOR THE LIMITS OF OUR LIABILITY.
ourselves TOC you.
CONSULT MATERIAL SAFETY DATA SHEET AND BECOME THOROUGHLY FAMILIAR WITH PRODUCT
HAZARDS BEFORE USING.
CALL PGR MORE WORMATION ABOUT THI FAMILY OF CINTSAARK HIGH PIRFORMANos Row
SYSTEM INOLUDIIO:ULTRA FLUS THERMOPLASTIC,HYPALON',MODIFIED eeuawN,VOM.AND
AORYUC(FOR METAL ROOM 'A,NMM,N*90 wA at 0~.
SINGLE SOURCE RESPONSIBILITY FOR THE DESIGN, INSTALLATION AND
OVER 50 OFFICES�111111511 To IF
WARRANTED PROTECTION OF COMMERCIAL/INDUSTRIAL ROOFS
CENTIMARK CORPORATION, 30M INDUSTRIAL BLVD., BETHEL PARK,PA 15102
f Systems
CENTIM��RK
CALL NOW FOR A FREE HOOF ANA UM
1 800 5584100
...see
City of Boulder Inspection Services Permit No: I 5T
FM SYSTEMS PERMIT APPLICATION Data to wd:
To oonatrtnt add-replace,alter or repair flM proacdm 01aams,1111 extinsuiabing systsme and hood Installations in
new and astint
`b_uild•ia .�A s� �sepaste
electrical n is required.
14*011 Address: ut��� Clam l Commerotel
Dae Apptled Valuation S 00 C Grana Huod
RCIAL O NEW O ADDITION m ^
C UMH)ENTiAL O REPLACE XqD ENANT FINISH ^�R �r 8 apps
O Fire Suppression Sypam(ro app,
m
Owner Nae: . 8f LA (SII I
en
Address: y >� 5 105 Class if H
Phone No:�J ood um
RL ft
--_ O Vern do Fan(mechanical fee appli8o f O r`
AppfOVMI
Contractor Name: r 4;m,& MCCUUMan
Phan No: j j,' Irc Sprinkler System(mechanical fee applies)
O Fire P
License !EL=-
tb "
n Sya(em(Saeral fee" IU _LicenseNo: ycl Y
I WWb prsAM ere work described haelm in sccordsnue with the plea www nm APPMU
Iv-.;W-W1loos sstkmalsd,and whh W pnrvbbm of On Building Code,Mechnkal
Code,plembbtg Code,Five Code std Health Regaletkns of the City of Bcuider
•ssml ireted In er Boulder Revised Code,1981. /
r�/.�f A/y� Firs
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PLUMBING FIXTURE COUNT
Properly Address
Applkx+M ally/l, to 49001 birta, l e cl,
Existing Waller Mater Size Existing Sewer Size
Lot Block Subdivision
N NEW BATHROOMS: FULL_ 3/4 1/2_ M EXISTING BATHROOMS: FULL 3/4__ 1/2 _
RESIDENTIAUCOMMERCIAL(CIRCLE ONE)
INSTALL/SET
TOTAL NEW TOTAL ROUONaNt
EXISTING _ PLUMBING OF
TYPE OF FIXTURE PLUMBING REMOVED + PLUMBING(NEW) = PLUMBING NEWIEXISTING
FIXTURES encu owes
Water Closet(Toilet-Tank)
Water Closet(Toilet-Flush Valve)
Urinal
Saftb/Bethtub Shower Combo
Shower Stall
Shower Gang(Per Head)
Lavatories(Bathroom Sinks)
Sink(Kitchen/Compartment)
Sink(Bar/Mend)
Sink(Ssrvloe/Mop/Jankor) — --
I Sink ---- -
Clo"s Washer I raw PrrP rr.nrcl
Laundry Tub(wr e"Prr W F..%) ---- __---
Dishwasher
Drinking Fountains
Hose Bibb/SII; Cock
Floor Drain
Floor Sink
Beverage Hookup(Pop/Coffee)
Ioe Machine, "line size
Dip Wells
Intercepters(Grease/Oil/Solids)
Intercepters(Send/Autowash)
OTHER---- - -- — -- — -- -- -- - --
�fNI!r,IeAI nnHY I n ,A I I
I, the undersigned, take full responsibility for the accuracy and completeness of the above Informat.on
y4
Applicant/Contractor Date Approved by Utilities Dei$artment Date
CITY OF BOULDER BUILDING INSPECTION DEPARTMENT gyp .
INSPECTION RECORD CARD
Telephone: 441-3280 �w
Address, 4699 NAUTILUS CT •105 Permit not tL"i Log Not 9497
PreparediO4/14/99 Occupancyi B CONRest C
Owners SIMPSON FURORES PARTNERSHIP Class of Works ALT Uses IND
Cont. s JAMES ROBERT BURGER Bldg. Types III-N Sprinklerso Y
Description, NON STRUCTURAL TENANT FINISH
Garage, Bas mento Bedroomst Bathes
Noted
MILL NOT DE MADS DNLESB THIS CARDIS POS1.0 W 1
IFTun CARD is Lew OIL I'Mm. k UPLAC� .......................................vv........................vo.....................
TYPE OF DATE OF INSPECTOR'S
INSPECTION INSPECTION SIGNATURE NOTES
FOOTINGS CAISSONS
FOUNDATIONS
DO POW JONCN3TS UNTIL INSPECTED AID APPROM
GROUNDWORK
ROUGH
TEMP.FINAL
FINAL
FOUNDATION
WALL/CEIL
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ROUGH
FINAL I MNT
GAS PIPING
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~ GAS METER
GAS LOG
FIREPLACE
FINAL
IRAMM INSPECTION TO IS NA q5*LIw-1im VAN am lvsmm7A'NMb
FRAME Jlr
SHEETROCK /
MID-ROOF
FINAL ROOF ..f
FINAL [ /1czYl YT _
ELEVATOR FINAL
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OCCUPANCT OF INIS WILDING PRIOR TO ■ INSPECTION
AND OR CERTIFICATE OF OCCUPANCY IN Of PNBMITTRD.
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INRPRCTION RRCORS CARO W.
Tolaehnnet 411-3280
w642090a 4499 S NAUTILUS (also SS Permit Nov Loo Nog 9275
1Prgaro4aO3/S2/99 Oaospanays b Counsel C
OMROle PROLISO Class of Norks NLT Uses OFFICN
Cout- 1 TAYLOR SALL OP COLORADO Bldg. Typal iii-n Sprinklers& y
0418eriptAGRe TNNANT FINISH
4arop, Sasa� N AND ISSUt�droo..s Bathes
Notes
� 0 41999
In
.....-.......................................------..........-------....................-------
TTPS Of DATE OF INSPECTOR'S
INRPECTION INSPECTION SIGNATURE NOTES
FOOTINGS CAISSONS
FOUNDATIONS
ROUGH
TENP.PINAL
NAL .j
FOUNDATION
WALL CEIL
GROUNDWORK
ROUGH
no
FINAL 41
GAS PIPING
DUCTS FLUE
VENTING
r
GAS METER
GAS LOG
FIREPLACE
iINAL
J
FRAME
SHEETROCK 2`�
MID-ROOF
FINAL ROOF
FINAL
ELEVATOR FINAL
FIRE PROTECTION
OCCOPAW OF TSIS BUILDING PRIOR TO FINAL INSPRCTION
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FM SYSTEMS PZWMlT APPLICATION Dol-brood
M1 U amorot,adlL VVIOM Aw or fgwk fn p e"=WNW.en OWNPWft*Y01m Md Mood i�Mifprlt
M MAI oWn bd(d W A rrPr
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t# IX 49 _ v budan Soo:
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To ocnlmat .dd.rw'bia;Baer or fepeir tiro proaaim oy�eem.,tine a dnprrirbkq Byname and Irod imiiilf7Sii la
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_ ValuationQ)Q),G9. ELECTRICAL PERMIT APPLICATION PERMITNO. IG''0� --
_ �,� a 1• CITY OF BOULDER
Approval 3 77 BUILDING INSPECTION DIVISION Permit Fee
Sales Tax
To construct, add to, alder or repair electrical facilities in
-
new or existing buildings, TOTAL -
Building Address �(�°)� �v�P�tiS C>Sz'
NEWREWIRETEMP. CONST. _POWER
Date'of Application X14, SERVICE LHANGE_,V,_SQ. FT.
-- Ownef's Name 6trC s>L� IIhISIZE UNIT N1 UNIT #2
-- 1
—_� Address '^� ��°� Nc•� rlv CT O )0--;t OUTLETS - FIXTURES
City C+V)4Il PhoneS O.j.�(,� SWITCHES OTHER
RESIDENTIAL
Contractor Name A r)f`l
One Family Dwell Owner/Occ. Rental
Registration No. G( - Phone ������`��
Duplex Owner/Ore. Rental
1 agree to perform the work described herein in -
accordance with the plan and/or specifications Multi Family/Number of Units .
submitted, and with all provisions of the Build_ COMMERCIAL (Offices, Restaurants, Banks. etc.)
--� Ing Code, Electrical Code, Zoning Ordinance and
BUS NES (� -
Health Regulatigrt th City�Bouider. NAME ��kOa'111�t'A0. ')vii�� ` nvzi ))A$
-- gnature o A p cant Contractor Ino' ion Comm s Ins ector Date
_ t'W1(Y•!NK X f11_. .� NV..:¢3 W� r G,b�.1 '^�.}ytL�iy" -�. Ihry
`P r .ue„ 1r 3
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ip
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Valuation 3 MECHANICAL PERMIT APPLICATION PERMIT NO.
CITY OF BOULDER
—tee. Approval BUILDING INSPECTION DIVISION Permit Fee 7S
'-_ To construct, ad , replace, alter or repair heating, ventilation, Sales Tax
I
refrigeration, c mfort cooling systems and other miscellaneous heat- TOTAL -
producing avulia ces in new and existin buildin s. -
a ow ./-oe s _ -
- -- Building AddressS�6 9 9 N4u+t us Ct BUSINESS RESIDENCE INDUSTRIAL v
Date of Application 5/9Y NEW ✓ REPAIR REPLACEMENT _
OWNER'S TYPE OF APPLIANCE:
NAME o.11 Hot Water Heater Forced Air Furnace
ADDRESS 1,5/ o c D0 Low Pressure Boiler _Unit Heater
- r ee �= High Pressure Boiler Space Heater
- CITY Pehy, � STATES PHONE :i , 7aa Sealed Heater Duct Furnace
Refrigeration System--Comfort Cooling
NAME C�., fJ P/ m6inos AI �7no _Ventilating Equip. gOtherfas/ ae Li
__- CITYRa��fJ.r STAfE ( PHONE a LIC #L6 732 '
BTU RATING H.P.
I agree to perfo�m the work described herein in LOCATION IN BUILDING
- — accordance with the plans and/or specifications
submitted, and w#th all provisions of the Build-
PLANS ON FILE OTHER s�_
--,r ing Code, Mechanical Code, Zoning Ordinance and --
-�_ Health Regulations of the City of Agulder. l z
7 INSPECTION DATE COMMENTS +NAME —
gna e OT APPRcantj - _
A PERMIT MUST BE ISSUED PRIOR TO COMMENCEMENT
OF WORK. }.
=+wi—
row NMI
J .z.N' irfi 'Fi' •a4. f tk' 4 'JL°'N�td .._e
y d her} t _ :T< .yknT,n.
rte.*r ^ a tp
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ALN.AMNlU "►�R LQiIf/ . J Ouf�� o�u VALUATION ILaior b MNa1Md•
CONTRACTORCLASSCLASSOP WORK
New AddNletl AlprglNsn ReoeN
tAtaw C ONia (11 edw►thin"NEw".~ItlrttlP. i Me h..IwlnE: ,
OW AMraw Wersea No. S q rN.Ns. `f 0 WIN doe baa ot expand the P OWO
Aw Ma 24 Hour woof 1M ngl yes he X
J alwavW [1 Tal.No. TN.Ne. _--—____�._ Tel.No. _ —_---- Will this eraea Wallow dwelling? h
J I I yet---. No
a DBBCRIPTION OF WORK: �1 n 1
Wes Ia nl the building an
DEBCM ALD(N.USE e4FT s c sseory budding? yes No ._ N
Cat Plilaid. ELECTRICAL PERMIT
EL DESCRIPTION 'emP. Conte Polls /Per No. Fee
LOA
Val—
Lot / __E__L Nosh _... _ - Contractor Nems ft to, No No Units Val—
_ . _ _
/�J �t Y New Wort -.. _.. .. Add.!Rsm SV Ft. Unit No. 1 Sp. Ft. Unit No. 2 fn
S _..
EeAdieldon 1L�h`i /�{ -LC My ///1 /r'
?- /'(t' '- Now See Chi. Sec. Size/Main Baseboard Else. His
I area to perform the walk In complle tee Forced Au furnace
1 Itwlsby Clete IM abOn b aWrnl,end I ern lis comply wllb Ch1 Cod"of the City of Boulder Other
teNh NI Ciit�///Ordinances r tins conssttruction
2 / y y/ `I {� 1 tee b OHr S nNUH ul A lr nl Date
O —Preyt71�YSA«_ PLUMBING PERMIT
J UO 1114 )W fill''. 1 iNl IV I
,Type Of Const. ____._ —__-_ Oaqfup .,,
S/AnhNr� r►a,Fb " Contractor Nem* Lic No Nn Unrrs Vol
1/ \ �OocP t I I New Work!Belht Remodel/Baths Types a1 l..un et/No
1 \1 Types of Finiu s/No. Other Fn
` j%ft APPretfnd bra�1 1 r I 1 area to perform this work in compliance with IM Codas of the City ul Rouldar
�. PINI Inspection By: `„I mal Iu.pr.linu Krqu. I'd
11.1 F.dlrrnii W,v t If 1
t •j ',&oavqi by Oab S acinar of A A.c ani Oslo
Cf
Building Permit Fee S MECHANICAL PERMIT
Ren Cheek Fee $
I ' i Contractor Name I -c No Vol Fee
Electrical Permit Fee $ _ New R*pau Replace 11111 Rating H P 1 ucabor•
Hot Wever Hit Sealed Comb fit, Space Hl' hint lit, Cnrnlort Cooln:g
Mechanical Permit Fee $ _ .- -..
Low Preto HuJer High Press Roils, Duct I in,n►ce 1 aired An Furnace
Plumbing Permit fsa $
Use/SaVentilating Eitup Hdnger anion System Gar Piping Other
Energy Tax S --..- - - _..
- I agree In p*rlmm this won in mmplunta with the Codes of the City of BoulAar
POrWRoc foe S —_ .__.._____ --
� Inlyarlae be Data SienHun o/Apyleanv Oar
TOTAL !
Mal
lanitq Olstrict
Street Front
AType of occupancy
Lot Amis Distension
Number of floor% "Bight frontage
Total Floor Area of Principal Buildings Accessory Buildings
Open Space Required open Space
Number of Units Permitted Nuinbar of Units
Change of Occupancy from to
Munber of Parking Spaces Required Provided 9L. Principal 106- -91111
Building
Interior Lot Corner lot through lot_ "L" Shaped
Now Construction` Addition Alteration
Landscaping, Paving. Screening or Barriers Required_._v —
Describe1 71
Comments
North
D F P A R T M E N T A L C L E A R A N C E S
Site Drainage 6 Flood Control Engineer Date Bui iding
Transportation Engineer_ _________.—______,._,____ Uate__._.
Mier Utility Engi r-eer Date
Sewer Ut , lity Engineer Date
Parks Department _lldlr
Fire dnJ/ur Health Deparownt oat'
No Scale
luninq AJm nustrdt: , _ hate
Current Planner .. .. .. . - Date
Historic landmark Approval —__— __.-_. Data
EnerBY --- ------- — — Data—
A A„
�F1t11A 7 -
j LSE IW1 '� i3 �!`1 �Tt9 •.__ _ . . _ � w.
WILD tNsrlx�rtoh olvs9saN teret��
-zar Ti
�� patsy c s'oP1,e.. a:tnr or ski* fire " Mhs vcioa �► i I
ct "d (Mood)% KtteAea lA.a:
'Lxtity�ssi'hi�t TOS
Installations in rev a„d existing buildirgs • --rOTA-1_.
Building ss �41A9 ,db r ��As e4r S. BUSINESS RESIDENCE _., 14MTRIAL
1Mte o" Application _- _� f3-4`� NEW .- REPAlk . REPLACEMENT
-�^^--`— TYPE OFINS1A4.. A4 T109
OWNER'SY>♦:+ch
NAMELAa&'n^' E' ,^'6 "i°'6 Fire Sprinkler System T.Z . y� )
Fire line __ y.E1�
ADDRESS _ 44,99 A r1�ns ■ * ` / Stand Pip—=— - —�"Meeh;
CONIR, .^ Qorccr,oN 7Yw' Hood Insta : ation (Meth)
NAME CaAGrNNI'.t.�c�._�S -
-'-u"' (mood. Duct, Fanj—
1 ,glc ( P SANE N0. a Hood Extin;juishing System_._..�.� .. (Meeh)
fire AlanrrDecrction System...(Gen. Per.)
T agree ce Trxfo*T 4h® cork dsneribau herir
lt{OAlIWC'n5 _ _(`-)ec•. Fee')
it r3anre rr;.t+; '[h plans aredrar cT'eciff- +�.,.�t+4r!l4.RG..ti4.� . ._.,.
and with. ail provis'^;n4 [f.ap4fgT� 1 - j_ ;.G�LLDNSj
_._
H i1 ink t:ntiw, net'hanir.sY Cade, kn� + ,., � . r.. ) /
V• ." i:d'iCE'. 3114 hCc wCt) '.@".l�AS inr:'i U� 'th, l.�e-jj !
r
1prmya IAtiSL JR: is:.:Cd }•r!�ir tp t;,�Y�1'Y :''!C :^� '.
tip I
v.
SO
Valuation PEEKIT APPLICATIM
Pe
CITY OF •OULDEA rmit No. :
ApprovalM A9 9y INt Fe
iPECTIOK SERVICES Sales/Uge Tax: ),p
TOTAL: b
To construct, add, replace, alter or repair fire protection systems, fire
extinguishing systems, hood installations in new and existing buillings.
Building Address: 4W 4/699 A(a,J:C�� rl itiMB89 SIDSNC
Data of Application: _-3 �/ 9 '�'RE R. INDUSTRIAL_
�--- Nom_ � _RZPAIR_____R$PLACE
TYPE OF INATILLATrn�
Owners Name:1)Jic�]�rr,, ;�ln . ,,�o; /o^��� Fire Sprinkler System
(Mach)
Fire Line
Address: �/EqN Ma„�:l�r ('� �+1L /py Stand Pipe (Plb4)
Contractor Hoch)
N°me' z'—�-L' ��'" ° ty� Hood Installation
(Hood, Duct, Fan) (Meth)
Lic.No. : 14fY)/ Phone No: :/33•! !; - Hood Extinguishing Syst
emL7X_(Mach)
I agree to perform the work described Fire Alarm
herein, in accordance with the plans Detection System,_ (Gan. Per)
and/or specifications submitted, and
with all Provisions of the Building
Code, Mechanical Code, Plumbinq Code
and Health Regulations of the City of )
Boulder. q yo4
MAR
e t
4+1 q
1 drib l
fir, i i.'•t v r+;pv v � < ',+b�� a !��,.a, vy y� - , I �I Wu
Ayltt
� 9r
�qt
Ji, { i�le'4. r4af„ Jc)h dirt
•may ��j
r0ri A�►{i+ksti0lt. 1 i'4 f r 1i1',y.
Iwo . ��yyyyyyyy��y�l� p.
I ri
�• 1t It of Isswd omw to
Valuation SC? ELECTRICAL PERMIT APPLICATION PERMIT NO. q
Approval_ CITY OF BOULDER i
BUILDING INSPECTION DIVISION Permit Fee
To construct , add to, 81tee or repair electrical facilities in Sales Tax 7
new or existing buildings. TOTAL
Building Address
_ X699 / �7t: Tt�t[S Cr NEW REWIRE TEMP. CONST. POWER M
Date of Application 1( tc •� � SERVICE CHANGE SQ. FT.
Owner's Name 'T�acr t ` ,(.,CF. SIZE UNIT #1 UNIT N2
Address OUTLETS_ FIXTURES
City ,�611 t JJ `Z. Phone _ SWITCHES OTHER
Contractor Name �E f e[ t(� (�� � _ RESIDENTIAL
Registration No. Phone L, �Q 33� One Family Dwell_Owner/Occ._Rental
I -,gree to perform the work described herein In Duplex Owner/Occ._Rental_
accordance with the plans and/or specifications Multi Family/Number of Units
submitted, and with all provisions of the Build_ COMMERCIAL (Offices , Restaurants, Banks, etc. )
Ing Code, Electrical Code, Zoring Ordinance and BUSINESS
Health Regulations ofy the City of 8�uider.
NAME
q �
4ignaGturc of AppT�cannt ron racto Inspect—on CommeAt nsl pectuf pate
IlanCi 42-045 IL2185 No.
BMg.Fe, Na. ales.FssmN Na. Plg.bPPM"No.. fltalt.N,mN N•. WNir7(P.I.F. iwwri�,P�.F. Flood P.I.P. Do"P.I.P.POW Dow. Etelso Tax
OM�lI�`19�I D•1.3Ia3Ig4 D.N3�3e�-14 o.le • �(.! . CEJ • �f' • _
CITU Of BOULDER - - • BUILDINO PERM( APPLICATION n
4699 Nautilus Court
BLOC. ADDRESS—Court, #102, &,older, CO Data VALUATION (Labor B Matwiald B 20,000.00___
OWNERlTENANT CONTRACT R i,1, �y�,,��,, CLASS Of
Nome Clanton F�'tgineering, Inc_ Nome "`'e """"-�"'••'-�• Naw Addition Iteral _ Repair
- — — -- z
7344 YuCCa Court Office Of other than "NEW",plwn sem ate tM following:
Mail Address - License No. 016046 Td.No. 530-2242
WIII this eNrp•or expend the prklafpl
Boulder, 60301 530 7229 Ave$its N 24 (lour use of the bui ding? Yes—_ No X
CIIyISVZIP Tel.No. Td. No. -. �A _ Tel. No. 530-2242
WIII this atwb another dtnelling 7
yes--No X
DESCRIPTION OF WORK: Tenant Finish
Was la i0this building an
DEBCRW BLDG.UBE Office LOFT 1Iffilat 950 eennwry building? Yes —_ No
Flood Curt 11194d, ELECTRICAL PERMIT
LEGAL DESCRIPTION ,q Tamp. Conti.Pwr.1Per. No.___..— F
Lot —Bleak_-- Contractor Nam._ALT19 M LL.LI•)-.CLCL:_CD&f_Rq.No.11�t�13Li No. Units--. ----_� Vg1�7L�
`- c- New Work -Add./Rem.- a Sq. Ft. Unit No. tSp. Ft. Unit No.2_ Fw�
SH �
ar `=+�- -- - New ire.-K.---Chg. &we,-_ —Site/Ma1n�iRM�__ ---BauboordElse. Htg._
1 Iweby state the above b aorreat,and 1 agrn to amply 1 spot to perform this work in eomplianw Forced Air Furrow-_-.j..__. _ _-_
with IM Codes o/the of Boulder. Other _ __�. L�'41.5 _�.L -.
wit at City Ordinutces rsuleting construction
Y ---y _ 4
1 M Deb
lislownim air Oak
a0"sperAIMf PLUMBING PERMIT
DO NOT USE 2111.111W THIS LINE
Type of Centel. Ow. 0 up Contractor Nam•_ A-1_ElU—Mbiny & HeatLMLlnCtic. No. Units
Bpdttkh"di *0 No Ga ♦ r ow Wo•k/Baths_1 _ RamedNlBaths. Types of Fititwn/No. 1. Toilet, 1 Lavatory
/E Types ofFixturw/No._� tCl1en Sink --- -- _.._-Other Plans
Toyed by /L 17afftj perform this worp in compliance with tM Codes of the City of Boulder.
PInN Ice �/ l
Oaf• 1 1N b Oat1 f .h of Appliewt Date
r ullding Permit Fee B r MECHANICAL PERMIT
Plan Check Fes B 3 S Contractor Name---� NSA. -- Lie.No. --._--- Val. .. .._-- ...Fee ._._... ..._
e'1.haotrlcel Permit Fes B
New_.--- Repair .- Replace _-- TU Asti .----_--.H.P. - __---_---_... Location
Mechanical Permit Fes 0 Hot Water Mir. __—___ Scaled Comb. Mir. Spew Htr. _--__._ Unit Htr. _._-__ Comfort Cooling -
so.
ooling -V' Low press. Boiler _— High Press. Wier _____ uct Furnace-._. ._. Forced Air Furnace -
Plumbing Permit Fee =
Use/Sdot T•x B Ventilating E4uip. .--_....--. .__Relrigaretl Sy m._-_.--_- _. ._ GesPiping Other --
Energy $ �.S` 0'D 1 agrot to perform this work In compliance wit tka Codes f the City of Boulder.
ParklRee Feo B --- -- - - - - - - .-..
TOTAL B S S It is ad by W 56FWUN of Applicant Gab
I
ZONMO NMOIIBMTION M"T
Date Received (not to be filled in by applicant)
Zoning District
Type of Occupancy Street Front
Lct Area Dimensions
Number of Floors Height Frontage
Total Floor Area of Principal Buildings Accessory Buildings
Open Space Required Open Soace
Number of Units Permitted Number of Units
Change of Occupancy from to
Number of Parking Spaces Required Provided di Principal di
Interior lot Corner Lot Through lot__V' Shaped Building
New Construction Addition Alteration
Landscaping, Paving, Screening or Barriers Required
Describe
Comments 0
North
0 E P A R T M E N T A L C L E A R A N C E S
Accessory
Site Drainage L Flood Control Engineer Date BulWing
Transportation Engineer Date_
4tler Utility Engineer��-'
Sewer Utility Engineer Date
Parks Uepartment Date
Fire anJ/or Health Detvrlmen:— ---Date-
No
— DateNo Scale
loninq Admimslrator ___-- Date_
Current Planner --- --Date_.
Historic Landmark Approval -
Energy --- -- -- Date _
CIT! OF SODLDRR BUILDING INSPECTION DEPARTMENT
INSPECTION RECORD CARD .✓� ,fT✓
Telephone: 441-3280
Addresso 6699 NAUTILUS CT #102 Permit Not 941129 01/16/94
Owner, CLANTON NNGINEERING INC Class of Works ALT Uses OFFICSI
Cont. , BACHMAN CONSTRUCTION INC. Bldg. Types III-N Sprinklers N
Descriptions TENANT FINISH Occupar:ye B-2 Cos/Remo C
Garage, Basement, Bedrooms, Baths,
dotes l
INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE SITE!
IP Tell,
CA1tD IS LOST OR STOLEN. A REPLACEMENT FEE WILL SE CUMD.
s.....v..............u........................a...............s........,a..u..,a..........u..
TYPE OF DATE OF INSPECTOR'S
INSPECTION INSPECTION SIGNATURE NOTES
FOOTINGS/CAISSONS
FOUNDATIONS
DO NOT FOUR CONCRETE UNTIL INSPECTED AND APPROVED
GROUNDWORK
ROUGH - r
TEMP.FINAL
FINAL
FOUNDATION
WALL/CEIL
GROUNDWORK
ROUGH '3-'-
o FINAL - r
GAS PIPING
DUCTS/FLUE
VENTING
s GAS METER
GAS LOG - 1
FIREPLACE
FINAL
FRAMING INSPECTION TO BE KWE WHEN ALL ROUGH UTI N IONS HAVE BEEN INSPECTLD APPROVED
FRAME - y
a SHEFTROCK zz
-L� .,✓
_a
MID-ROOF
FINAL ROOF' - �� {-+•-
FINAL
ELEVATOR FINAL _ ---
FIRE. PROTECTION —�-
OCCUPANCl OF THIS BUILDING PRIOR TO FINAL INSPECTION
AND OR CERTIFICKfE OF OCCOPANCT IS NOT PIUIMITTP.D.
INSPECTION RRCOft CARD
Continued
IDATE
APPROVED By
cz
rr
G.
• PLUMBING FIXTURE COUNT
Property Address �.4 ;,
Applicant
Exiatlng Mater Size ;.r ExiWng Sewer Size
Lot Block Subdivision
N NEW BEDROOMS #EXISTING BEDROOMS
0 NEW BATHROOMS: FULL _3/4 `1/2 ! #EXISTING BATHROOMS: _FULL 3/4 1/2
RESIDENTIAWCOMMERCIAL-!FIRCLE ONE)
h�NTOTAL
EXIB7NG PUANMKi OFPLUMNING
TYPEOFFWTIIRE PIJtMeMq llldiWM PLUMBNG!NEM FKTUREB NROUGH.NB
Water Closet(F.V.)
Water Closet(Tank)
Urinal (Stall or Wall)
Urinal (Wall Trough)
Bathtub Shower Combo
Shower,Gong (Per Head) (.
Shower Stall
Lavatories
Sink (Kitchen)
Sink (Bar) _�—
Sink(Service)
-T-
Clothes Washer
(Per each Pair of Faucets)
Dishwashers
Drinking Fountains
(Per each Head) —
Hose Bibb or SNI Cock
Floor Drains
Intercepters --
(Grease, oil, solids, etc.) _
Intercepters —
(Sand,Autowash, Etc.) —
Floor Sinks
Dip Wells --
Beverage Hookup
----- ---
Ice Machine. _Line size
OTHERITEMSTHATMAYUSE
CITY WATER OR DISPOSE INTO -- — — - -- ---
CfTYSEWER
I, the undersigned, lake full responsibility for the accuracy arid compluteness of the above information
P
(Name) (Date) Approved by) Y� UTILITIES DEPARTMENT
C gyrloj
DATES 04• �9•q� TTIMES�� d'�a�
ADDRE98s ` 6q umMLvd WiF ttIN
TYPE/OCCUPANCYs COMM_LDWELL/U(NNIIT�Sn� LIM/LV/ON
CONTR/oWNER: geWpli &u6n M foul WC/
TELEPHONE s 5.7C6 aa'�j
PLANNINCs (Per approved Plans)
ENERGY:
LANDSCAPINCs
PARKING LOT PAVINCs
FENCING/TRASH ENCLOSURE.:
SITE DRAIWWA. _
FIRE CODE REQUIREMENTS:
HOOD LNSTALLATIONs _
S I DEWALES s
RICHT-OF-WAYS
(Curb/Gutter A1ley5Sidevalks, etc.)
HOUSING:
INCOMPLETEs _DATE:
SP CTOR
,' � TIME:
COMPLETE: 2Z.— —DATE: Lf 2O"y�I
INSPECTOR TIME:
CITY 00AWWRT of PUBM WORKS
OF P.O. BOX 791
BOULDER ' ;`°�;e,90306
DIPIECTOPI 'TEMPORARY CERTIFICATE OF OCCF'.PANCY
APORNINTTION April 8F 19H
641"3200
FAX 4414210
OEVELOPMEMT a
memIcTf otm�CLi
CT DN S[RVIC[f
44142110
FAX 4210 This is to certify that the hereinafter descri"* building or structuno has
DMLOPMWT REVIEW
N14240 been inspected and complies with the Building Codes of the City of
FAX 4414241
11140141011040 SUPPORT Boulder.
441.1E+0
PAX 4414271
ENVIRONMENTAL
FADDRESS: 4699 Nautilus Court #102
4414210
FAX4414210
MO1"N0N'E";,3 u DESCRIPTION: Tenant Finish
FAX IM 4210
MAPPING a RECOROS
"""' LEGAL DESCRIPTION: Metes and Bounds
FAX"14271
VIBBSPORTATION
AIRPORT PERMIT NO.: 941129
FAX 44O.1Aa0
ALtFRNATWE
EPO"T0TArI The Certificate of Occupancy will be issued upon the completion of the
(OO "141°0
FAX 44144 following items:
EV NEERNG
"1.32611
FAX 4414271 • Sprinkler System Modification
PARKING
4414202
FAX 4434106
STREETS This Certificate is temporary and shall expire as noted unless an
441 7270
FAI'441d2Y inspection is made to verify compliance.
Until s
ENGINEERING.. 32"
DATE OF ISSUANCE: April 5, 1994
FAX 4414271
FLOOD MANAGEMENT
VAX"32401 DATF OF FXPITLkTION: April 20, 1994
UTILITY BILLING
44160 " /
FAX 441.74127D
WASTEWATER
TREATMENT
a .72S0
`""'WATER
1AW a Chief Building Offs
u1.72A0
FAX 441 J2A I
WATER TREATMENT
.411-.72.5
FAX 44 4474
WAT 63R DALITV a
ENVIRONMENTAL SERVICES
63RD STREET
44, 3974
FAX 5W I1]7 9A
WATER OVALI TV A
ENVIRONMENTAL SERVICES
11TH STREET
..1.1151
FAX"' 3251 G��V OC aLJ
OOOOOOOOOOOOOOOOOOOOOOOb0000b�00000000000Q�bbOb000000u000
(Qitu of Nouldcr, Tolorado
•Certificate of ®ccupancp
THIS IS TO CERTIFY REGARDING THE BUILDING OR STRUCTURE
HEREINAFTER DESCRIBED
That the budding or structure has been Inspected by a duly authorized
official of the Building Inspection Division of the City of Boulder and
occupancy thereof Is hereby authorited
ADDRESS 4699 Nautilus Court #102
DESCRIPTION OF BUILDING OR STHUCTURE
Tenent Finish
WAMEOFOWNER Clan ton..Engineering. . Inc - _
BUILDING CONTRACTOR Bachman..,- Const ru_ctionr _ IBE:
ADDRESS P�_II._BIIx1212._Boulder,_CO 90M6
Situated on real property in the City of Boulder, Boulder County.
Colorado, described as Fallows,
Lot __ - Block Sun MeteFd��pE ,
�r'
Other --------- __ �i t*
Bldg. PermitNo. --4411.24. ._. ___ _.. *t• ',:� ���
Occupancy Group B-2_ . _ __.._. _ _ �. :�`.........
Construction Type _I I I --N ti, ��
Witness ayyea. L h _ Da r of r I I 19 94
Budding 0 let, City o 7dea��
THE LAND USE ZONE
THIS USE IS ..1 S t T#P 1- SPECIFICALLY
OOf-•ficccs
�7144c cCIL_1L�f✓r7K�j/ 04/29/94
Zoraft Date
HENCEFORTIIHH..__THE USE OR OCCUPATION OF ANY BUILDING. SIHUCTURE
OR LAND WITHIN THE CITY OF BOULDER SHALL BE IN COMPLIANCE WITH
THE APPLICABLE REGULATIONS Of THE DISTRICT IN WHICH IT IS I.00ATEU
THIS CERTIFICATE OE OCCUPANCY SHALL BE POSTED INA CONSPICUOUS
PLACE ON THE PREMISES AND SHALL NOT Hf RIMOVED tXCEPT BY IHE
BUILDING OFF ICAL
M o"
,�..c a. k .• ....., wx uM.... ,gyp ': a•w.r. ,.:v. "� _ a. r� 1M+«va e.�r1;'�
o dcm•iv et +� avplagr,,RitaMc':ae mortis T :..�........ ..
aystkt�, firs L°a'� ;yagare i>N'a4: . Kit ►�.eefi �. . . . __. .
Inatttllatiosas in !ww 4ud AkUtinp hu12 P r....,.,..-
BUSINESS , &RESIDENCIE sMSRi9TRIAl �,,.
Building Address Armur r REPLACEMENT
Jul in 2.4, 1994 NEW _ _.. REPAIR
Date o� AppllcatS�n ,__ .,_„__.^.._„�...--�-'
ATI
Mf.R'S Fire Sprinkler Wtam ..,.._�.___ — _l�hl
NAME _ : ausc'r L'h:.M1ilCA1 el �t
5«i5 Air art Rd. Boulder, CO 90301 Fide I1ne„_,_,.__ w - Mach)
o GDRE�S _sS p,)rt -- Stand Pi”
CONYR. L. Mnthhaft & S .i . Irc Mocd Installation (Misch)
NRNE _ --� .�_ - (Kc,od. Duct. F'an�`�
,,Yy iood Extingu;sh smv.Dy..C,.r
LlCEnSC MC'. i' l '_ . PHONE Na ._ �rr. Per
F�armfDotta . n n "„te�� [Q'j,�,..,
.,.s bill. . � { C. .•+•r y�.,.,
the worX d000ri.bed 'ter III
�.x ,._ 4isaS! 1 tr rSVe� iQe}
the p).Y.'�', Lu1ii�Cit nw3 iln(Se17f r0u01w
�._, ' ♦ a [I�. Ml':..`� 1�..1 �1rUV�.'9t V'IS �. Armes�',... . .r
v,
... . ' r e.l. t. ...
't lkoff
r �
........ e. .......... ....... ....r......,..... .............��.....�....,...,..... ....... ...........��....�...�..........,.,.. �. .........�.......rr......�.....
4
a.f f441ireMYa� ■� �� sr� 'iatt ��Ryt a '1'I►ar� ^ ,d
'PO'1`1kLy ,
To construct, add, replace, altar or repair fire
exprotection system,
tiequishing systeae, hood installations in now and existing bu,temsfire
Building Address. `.AUSINRSS�-RLSIDBNC$_
Date of Application: ? UMtTSTPitiAL�
Nom''---K_.._REPAIR— __._,REPT.ACz,.
(,��,,, TYPE or INET t• .*T^r^ti
bwrter s Name: ' / f___::___ Eire Sprinkler syst
SSSS Fire Line ° -------(Mach)
Address: /civ �") ,,1 Stand Pipe
Nantrrctor (Plbg)
—._. (Mach)
ale° -o Hood Installation_______
(Mach)
Lic.Na.
(Hood, Duct. Pan)11119 Phone I�o: ,� rIG-1`1 Hood Extinguishing Syste
at....._._(Mach)
I agree to perform the work described Fire Alarm
herein, in accordance with the plans Detection gyo. t
and/or Apecifications submitted, and r ) )
with all provisions of the Building `
Cade. Nech&nicn? Code, Plumbing Code
and H*a.lth Regulations of ,th*A Cir_y of. )99,
Houlder. // �)��
y liF HULILIJILH ;
/q� lb.
Bw �M► WA&uwwK- FMB A 1 MNIw P.I.P.F.I.F, f or /IM/RV. Dale F .F.FMr Ow.bl�
!lM ArONlM � -� pMg-� -- VALUATION ILtttMrBMMIwMNI>t �.IL�>�
OWNB CONTRAO CLAN OF Yf�Mr'-..,
IMlee , Not AdNMwt GINr now
p ONNa 111"Neer dart�-*Iw...000 Mo*"IM I�NwMq:
q MW Address " � _ . .�_ lNwtlM We. �(IIlCG15 TN.Ne. SI 1L_ WIN«=W Snood the P"PM V« ` UN
2 Ate BIN 24 How use
1,1 C1MM TM.Ne. Td.Ne. Td.Ne._,.� fYNI Mit ars»Mt»thw MN11nfi Vw�. FM 3C_
T OEBCM►TION OF WORK: 3EN&M FINISH - Ne
� Wes la UI tMs wilting an
OBBCR�B BOJT aaeaevetr wildmgi Yet — No-Lof. N
Kim tlerL Need, ELECTRICAL PERMIT
11071 DESCRIPTION Temp. Conti.Fwr. t No . .._._ _ .. Fw._ .
Corrosions Nene _._ C4._ _ ..__.__. _Ra Ne. No Units
New Work _. _._._ eifd/As _. ��� �_ Ntl FI. Unit Ne I_.__. $4. FI. Unit "0 2 -_ Fee-vri'
...........__ . .._.._.__. N.w1.0.___- _._.. _. CM Isis 4?s}1P"3'L._ Sin/Moinl4e0A 9a Bw.koant llec HIS, ._ . ._ ..
kwdm INN too Move to Sesseal,and 1 area to somplr 1 area to parform this work in mmplane. For ed Air Furnace
Loth MN CNV ONkwnon toprUtlng wmstruwion witht enol Clty nl Bo Idu !1 r")
- ►� - - - -
Imposted by Data M nl A Oew
PLUMBING1ERMIT L .'
CJ N ITE BELOW THIS 0N[
„r Z Z ....+__ ruFDr
'hTtePMelcow. pea. enP ComrertorNama r_ Y_. r _..�- No. No Units ValE (/��
Des New Werk/Bothe __-- RamodN/Beth __ . . Types of Fiftura/Ne. /
ti TYPnofFletur /Na..??L��ti. �rw r 1C.eLi -. ._sOther ._. Fee
a � ----------- 1 area to perform this work in compliena with the Codes of the Cur of Bou r. '
kk interestednr by
—.D- fans eI AeN /
Building Permit Fes B _L.I._��µ_ Z� MECHANICAL PERMI
Plan Cheek Fee S t '71 or Nome.- , C4.�!..4. 4'�.'_1.:_!C, L :�..�l Lir.. No. VMI.
lNMtrkMl Permit Fee
---------.----
Now , _ Repair Replace __ _. BTU Patin, _____ H.P. _ Location
. ... ... .. .
MechMnloel Permit FairS Hol Water Hit. Sealed Conk Ntr _ Spa Hit Unit Hit Comfort Coaling
Plumbing Permit FeeLow Fens. Boiler .�. .. High Press. Butler _.___. Duct Furnace __... .- Forced Air FFurnace . _.. .. . . .._.
1 ..M-�_..—._ -
Use/Solis Tom
K G1-1 1 '7 Ventilating Equip. ,}( Refilgaretlon S1ttem .✓�5.. - . - pen Piping Other:
w. tel,^ ' 1 area to perform this work In oomplienoa with the Codas of the City of Boulder.
�. r
Ue�aelea Dole ,ynnun 6f=w.;w.;
TOTAL S
Date MBBItm o foeq-a tib n r wte1
tonitq District
QType of Occupancy Street Front !-
let Area Oleonslons
Number of floors Wight Frontage
Total Floor Area of Principal Buildings Accessory Buildings
Open Spate Maul red Open space__`_
Nueber of Units Permitted Number of Units
Change of Occuparcy from` —to—
Number of Parking Spaces Required Provided Principal
Interior Lot Corner lot Through lot "L" Shaped Building
Now Construction Addition Alteration_
Landscaping, Paving, Screening or Barriers Required_ _
Describe
Comments
_. ("art
O E A It T N E N T A L C L E A A A N C E S
` Accessory
7—
$itrs
Drainage E Flood Control Engineer__ �Data �L7�., Building
[nglnpr_ —Data-y� /
Vttat Utility Engineer Data
Sawar Utility Enginae _Date
Parks Department__ —.—Oat*
Fire and/or Health Departmen, � � --oat 0,7
Zoning Administrator ^_ Data - No Scott
Current Planner Date
Nistorlo Landiewit Approval _ ---- __-Date
Bnorw --Date
etrt a swim gnu= to Feosw oemarAw
�d ri1gAeMt
441-3200
IN Goloom
JR' X d"fig
Of 460 l q • • , `
wyR. wINSAN� M povei! New 0 077 DAU isO**d*lit+ OiN� NidO� 1�siir��OT�fYt7/*Ci
* !
.
MH�fO`#ii1tWeltiiala'aitr sides side) RNax�
�0lrlle�
■semueuoageeses usages■eeeoes se w&assume"asaaasaa same aaea woman*eawouageeauuesn*seueeseeee
TM OF OAn OF INSFSCTOR'S
INGr9citop INSPECTION SIGNATUB NOTES
FCOTINCS/CAISSONS
UDTONS
ROUCN
TEMP.FINAL
YINAL - S
FOUNDATION
WALLICUL
GROUNDMORK
ROUGH
FINAL
GAS PIPING
DUCTS/FLUS
H
VENTING
GAS METER
GAS LOG
CIREPLACE
FINAL y
FRAME I LK�tfty
SNEETROCK J
MID-ROOF
FINAL ROOF
FINAL '
&LITATOR FINAL IF
FIRE PROTECTION
W WR 112 IE 0
N
i
�All low
A WA
a
n
or
r
i7
&kv
1
t r.CO(f A
19" A, t 1 W e syr 1 w> t 4 y t
Gtwy ' 41t.
�1 AY
k }
4 Aid
�R
s�oi�14 psuaiivi>,. Q
r.o. sox yslInspection
Moulder, Co 60304
uaI Mexagen
4999 Nautilus et.
suite Boa
souldar, CO $0301
Dear Mr. salvinj
This letter is to advise you that the hollow metal pairs of doors
out Of mechanical room Alil, and mechanical room #901, installed
at Nexagen have been manufactured according to U.L. guidelines,
With a rating good up to 1 hours.
In order to achieve the required rating, we will install door
closers on the active leaf of both openings, and will seal the
perimeter of the frames with smokEeeal.
If 2 can be of further assistance, please do not hesitate to
call.
sincerely,
,1
David R. Dupuis
Executive Viae-President
00 Jim stach, The Keenan Co.
00 Milt Reimer, The Neenan Co.
3333 E. 521id Avenue • Denver, Wlorado 80216
_...___
(303) 291-09M • FAX (303)291-0113
rTE :AGEN
4699 Nautilus Court
Suite 502
Boulder, Colorado
FIRE
PROTECTION
EQUIPMENT
SUBMITTALS
Prepared by:
L. NOTHHAFT & SON, INC.
4101 Fox Street
Denver, Colorado 80216
(303) 433-3329
w
naxAaEN
4699 NAUTILUS COURT
SUITE 502
BOULDER, COLORADO
JUNE 24. 1994
***INDEX***
PRODUCT DESCRIPTION MANUFACTUP.ER
SPRINKLER MODEL 0, PENDENT, 17/32" b 1/2" ORIFICE, RELIABLE
BRAS•" FINISH, K-FACTOR 8 . 2 b 5. 62 .
ESCUTCHEON MODEL #88 , CHROME, TWj PIECE ADJUSTABLE. NATIONAL
PIPE BLACK LIGHTWALL THREADABLE PIPE (BLT) AMERICAN
TUBE
FITTINGS RIGID COUPLINGS k"D F1:^IC.^S STYLE 005 VICTAULIC
FIRELOCK
MECHANICAL TEE VICTAULIC
HANGERS FIG. 65 AND FIG, 66 BEAM CLAMPS TOLCO
FIG. 200 ADJUSTABLE RING HANGER TOLCO
u i 1 w'1 .: 1 IFIAi
• Y wt
.1
Auftwaft
` ` I
ihd p�� •
j.,
RYYWIONOPIpgOrl
tThe Rdt we Mom 0 Aullorreft utlNnw ftcantr
Mon. TM AM*ahoy Is p� POWN
tt�fldlir capetde by a atekMau ateN CeN.when Mte fusible
ahoy molls the bel move info theylxier
11111
otNri W 10 fel away tror►t IV spfh W. when MtMt M1.
pens,Mte lever a ralaaead b eartnp free horn tM sprkrder
eo list al of theperp clear from the weeaa ay
G din a Uw dMcte►ghp water
am".the eprktkler cylinder him copper —
based slot's for rrtexiT"n corrosion ptotactlon, Lead
tamed,wax coated orwax aver lead plated sp rinklers are
available for specialty severe environments. Chrome ser.wp
Plated aprktklers are available lex decorative purposes.
All sprir"n are indMdualy hydrostatically tented.
Al sprinklers are identified as to their fusing point by
fnerkirtgs that appear on severej of the operaUng parts
and by an idenoypng color that appears on fie fir",
Sprinkler Types
Standard Upright--This deflector conAguraUon is nor- Conventional—This deflector configuration is used gyp.
meuy used with exposed piping Installations. Water is maiiy in those countries where the IPC installation rules
distributed laterally and downward in a vide pattern ap have precedence. The sparkler is designed OD dithestribute
Proximadng a f>vmfsphern which is completely and uni- apatldagelinelischarge eu
kxrray fiilecl with water in the form of small drops or spray. with the balance downward. It may be
installed in either
At a sprinkler height of 10 feet, a circular area of approxi. the Upright or the Pendent position. Sprinklers with con.
met tlly k feet in diameter is cove,ed by the water dis• ventiOnal deflectors are available with orifice sizes corre-
charged at the minimum pressure, sponding to light, ordinary and extra-high hazard
Standard Pendent—This defleo!or configuration is nor- instailatons.
malt' used where the space above the piping is not
adequate or where a concealed piping installation is em.
ployed. The discharge charac•eristics of the Standard AppCcatlon and installation
Pendent are vinualy identical to the Standard Upright as Standard sprinklers are used in fixed Are protection sys-
described above. _ g tems:Wet, Dry, Deluge or Preaction. Care must oe exer-
I ge or and
mallll orifice spnnklef sycrea ed that wdi d sttrzbute styleses and tspriinklerr spacings orifice rmee intaccorda ce�wn�the
as much as 4016 more water or 65%less water than the latest published standards of the National Fre Protection
normal'A"pnfice sprinkler.These sprinklers are identified Association or the approving authority having jurisdiction,
by the cnfice size that is stamped in the base of the The sprinklers must be installedwiththe Reliable Model l
sprinkler and by the pintle that extends from the deflec• D Sprinkler Wrench.Any other type of wrerx h may darn-
4/4' II
tor.—the excgpton s the arge Orifice Sprinkler with the age brie sprinkler
NPT inlet!hread where the size of the inlet rs suf icienl The approvals or listings of Reliable Automatic Spnn-
to classy this sprinkler as one having a larger than stars- kiers by mator approving organizations are shown in the
card orifice, tabulated list provided on the back of this bulletin.
"NiM No +.ja0.234
The Reliable Automatic Spr inkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 105,4
T,1:6
1 %*Arlo"
r
73MM
ffm V0
11
f 11 i 4eea
1 Rea
et
1 11eaReelklewSiffilzmaI- 1111I1 iMll
r� llweeragrpiraewliwrlearrwtaraeaer>�1eesMlialaea1aa10MpMeselssrMlrl
APP"M org ilissi na:
1. Undw R1M.aelssNell
cw�1 3. U��cenw.
�It 4 Lose Prev~ Council o i 1oi unoleree 5, Plonis ASUrnbl"
aawnaat+aMaallonrawlw tAeeplevuer 8 Verbencldeft SwNwolchlarfart
renny trrl elanopr+wgprnamown etorti~ 7, N.Y.Ci1K B.S.and A No,587.75."
MnIe p
a"" Ordering Information
—M Two.Rdwpe Specify.
—All Tena.Rimae 1, Model G
_Ai Tena RNnpi 2. Deflectorupright
l
It1aa hw11s1 --1954F,111151&21 et"'FF 7
T1M
9:rrwlqRRaidgpe PendantIWF.
—105OF rVwaa ronvent
ionai
IIMp Pleled —16"FCIwwin,lirpelownwAl1 1 Nominal Orifice
Rnw" wd —$A4fttI*Alxi0leM*tWAW*r*} HNuW 4, InletThroad
A . "°we0y 'wA "'il
S. Temperature Rating
5
(I(Rer tkgl�; .•,. , � ';rev frilne,DNwetdr ale Cw Ari WiNq. B. Finish
MrinM,.c
spin, ., • nspa.tod regularly for any onysiCsl Once fused, automatic sprinklers cannot be reassem•
damaje, jut y,I '%vin and paint (other than the idents. bled And roused. New sprinklers of the same site, type
lying frame and temperature rating must be Installed. A cabinet
Note: Never suspend any items (signs or docoratrans1 of replacement sprinklers should Oe provided for this
from the sprinklers. Never paint sprinklers, Automatic purpose. Use only the Model Q (re(. Bulletin 204) sprin-
sprinklers should be replaced aCCOrCing to NW4 25, kior wrenctl provloed by the manufacturer for spnnkku
2.2.1 and 2.4.1. removal and installotlon. Any other type of wrench m.1y
Carnage the sprinkler.
rhe a0woff'ria Ma1 00 11 IMA N111M a toM 0611111I0,n ftex No t.dh the Calow OMm1M$UMW 111 d TO NaM1otl61 FO PIC1lc Uon aa1aCom,Facto.r Al ltual(loosew n
COroete ao%.or Olrlet bnaM W94Mt1M04 And 010.nln IM 0111,0110M Ct 9dy4PtW*n141 COMA M,ytitnAACN OhIMret 8OPKAIbN4
Prdolled Inah,laCY110 and Motnb4led b Ar1,IAeli n1N bnln antwi.rl9 NIa am prone"W n.el �0 Hata and Ua 0114a10 and 1Mvtcoo by IM InoM hw"aua~
an0 towobh 1onw1W CMWacwt Ncedd In,plt9n0u1 IM Untied slate{. Canada and I0I09n CouNhoo
mormiAlMad 110
The Reliable AutBPrinFbr CbInc.
191416' 1410 C00001640nc1
(aullStlxla SoaiOnvl
ewaa�aeri Faa ndanNadnVaA MI
'17t
* �l
NATIONAL Soffit & Escutcheons, Inc.
Wrn�EN.
tacurc oNa The 80 System
All cups and skirts are Interchangeable
AN massed models must be installed according to NPA Pamphlot 13
.r is ., i N . :.,.t'.• ,: t�.. :. . .r
MODEL Nab MODEL M87
ADJUSTABLE ADJUSTABLE
Die, 1 112." Die. 3 7/8"
Skli,: A Skirt: B
Cup: 1 Cup: 2
(recessed)
MODEL #88 MODEL 085
ADJUSTABLE ADJUSTABLE
Dia. 3 7/8" Dia. 3 7/8"
Skirt: B Skirt: C
Cup: 2 Cup: 2
(recessed)
3 -800-528-7978 Fax 1-602-582-5889
11180. Black Lightwall Areadable Pipe
' e .
From the manufactures ofrnri•f/b Sprinkler Pipe.
American Tube is the only company that brings you a UL listed and FM approved product for every application.
•OLT•AN ECONOMICAL, YET QUALITY LIGHTWALL
THRE40ABLE SPRINKLER PIPE
Lined Approved
•DYNA•FLOW •SCH•IOALTERNATIVE
U L •DYNA•LIGHT •SCH•51PRES5FITf" SYSTEM
•OYNA•THREAD•40 -FULL LINE SCH•40ALTERNATIVE
Approved •SCHA0 h SCH•40 -ASTM A•795 A•135
Listed
AVAILA8ILITY
AMERICAN NETWORK
IRK
,_. wS4it'V'Uit. •�'1.u'y�q• '^"f�'AtiG•"' ,.Rk�yr}1 ... yT'�I
arr tlu
KOKOMO) ;,
*PHOENIX
JX
T uoe a Matiorwict Ner:rorr is"fea lase
:e!very from all own;% ?ac ana'Nast (/
1-800-87 7-8823
602-272-6606 ;4/1E91CAi\1 TUBE
FAX 602.269.132y
2525 N. 27th Ave. - Phoenix. A: 85009
n rniarnnrm rlm,lnw minn urmnrul vm.•uury:!praruM1n 101 C. BrUao'.vily • Kokomo, IN 92501
A.'9KIn M1.01 rNlh.l ry rrlM V tpVgr C'WY<I OYRAr<]LOnI�nnnv:
MYfI PI unm eomnq aaYpl:anl
Id1 lOW
m
'1 1BLTBlack Li rhtwall Threadable Pipe
r.•ar+�•eMN MW
..M.,xwe IIMl.. JIw:•+.M.Mtw�e:V:r'ra.ri++.tw+y
Data and Submittal Sheet
PRODUCT DESCRIPTION COATING
OLT is a blastic,excepdottatiy strong,Iightwall threadable BLT is coated with our famous Diamond Coat acrylic finish,a
Sprinkler pipe.It is designed for use in wet,dry,presction and feature preferred over traditional lacquer-type coatings.It Is
deluge systems. Its wall thickness and weight are less than that ready for paint application and needs no spsasl preparation.
of Sch•40 or Sch•10. BLT la similar to other Ilghtwall threadable The black finish on 8LT eliminates the risk of welding associated
products such as XL and LS(except that BLT is black). It may with other zinc coated products. Black BLT mixes well with
be joined by threaded on accordance with ANSI 81.20.1), existing systems and causes less confusion with owners, .
grooved,welded,or plain end couplings. authorities and other contractors at the Jobaite.
APPROVALS HYDRAULICS
BLT is UL listed for wet, dry, and preaction systems, BLT has excellent hydraulics. Its Inside Dlameier is larger than
^I FM Approved for wet systems. it is manufactured Sch-40 and identical to that of XL and I.S. (See ID's in Data
ASTM A•135. It is approved for use with all threaded Table).
fittings and wolded outlets up to 300 PSI working
pressure.
r '
NPS I ACTUAL 00 I ACTUAL ID ` WALL I 4VT/FT_I PCS/LIFT
- 1• i 1.290 I 1.104 0.093 1.19 91
1.638 I 1.452 1.093 I 1.53 I 61
1 vz" I 1.883 I 1.687 I 1.098 I 1.87 I 61
l� 2" I 2.360 --I 2.15a I t003 2.a8 37
.yem.ue
e .e: 1 1 � '..'� , �11' 1 E er \ R � M.✓1 1 C � ' 1
IPS I I DY_NA;TNRE 1D - SC.�EOULc.sO XL —
0_35 1.00 I� 1.00 I 0.35
U-" I_--.---1 00 ------ .. 1.00 j 0.17
1 .00 I 00 0.21
r --- �.___.0 21 -- !--- ___ ------ -
FIRE PROTECTION SYSTEMS
UL LISTED/FM APPROVED
i Ct 01 U l i c . PRODUCTS SUBMITTAL
PRODUCT SUBMIrML Suheubd Pmduol ftbadlbd I Flow S$bMW d hedael
lalblyk VIIe1t1�id0 P"nIa10 t al l ph1111�1 INA
irtdbetetl.*will me 1A.umd7Pnl
AppoeedreNrepNddept10aeWon.
AA S" Ik� +Oauat Uad
S"Mstile
Submitted Product W
Fleslale Coupling Soluea 8attpllog Impeelord Alarm Tat undlergr"ad Ruhtp
Style n Style
Module AetMae712 AS Styles
Style 791 � Style 114 tyle 719
Flexible Coupling High Plautus FITopmduo* Undergroend Ran d
Style 75 Coupling Jail SMa AdepbnVto•Ree
Style HP-70 Style 341, S
10
Ipld Coupling Butterfly Valve F[ro Pump Teat Meter SYSTEM SUBMITTAL
F1nLock" Series 708 JS Style 735 Submittal is made hire epp"i at
Style 005 the Indicated Vleuu lc piping pro.
dura for the following servloss
® - •' Approved
ratings and systems thin the UL FMinthis
Rigid Coupling Check Valve Flow Switch pubacstion.
iero•Fiexe Vlc•CheclP Style 736 Submitted System
Style 07 Series 714
01 Series 110 Aalsmstla Spnntler•1Wt
4
letemalls SptingMOry
Flange Adepten Sall Valve Supervisory Switch Stendplps•Vht
Vic•Flangee (Threaded) Style 737.0 or 737•P
Style 741, Style 722 Sandolpe•On
742, 743n a roan
vAlet If
IT
Outlet Coupling FlraBall" Valve Plain End Caupling
Style 72 Series 7"T Style 9•BouN
Style 99 Special Hsnrds
Reducing Coupling Detector Check ValveLL71`8
law ►nuun Coe
Style 750 Style 7`5 ke Nalan•1J01
These WoduCls this 01 luoolled W NCnuNC Corooany of Amencs for the ICs listed be" AN NCO 101 IC be inmefed in Accoro ante wren current vinrviic imtaW,ulNunmwy
instructions.Newer,resUgs the light 10 thence product loK,nu110N doli enJ 1landard pWoment wdhoul notice enc w+IMui neumng ochgenons.
J08/0WNER �� _ CONTRACTOR ^ENGINEER
Spec, Sect._.___._....r Parc.---
System No. _, �.—_—_� SubmWed By
Location Date
__—___. Data.__.___.__.__..._...._.__._..----..___
VICTAULIC COMPANY OF AMERICA • P.O. Box 31 • Easton, PA 18042 • 2151241.6400 • WUI Telex 6n5e011 VICAM UW Milt-11101 Its$ 1SMM
m Copyright 1909, VlCtsuilc Company of America • Registered Trademark of V,claufid Company of AmwiCa
WFA
I
.APR 26 1 F32- 1
SUBMITTAL .
Victaulic°
/CtoUliC'' Evelio ck"'
Rigid Coupling .
PRODUCT DESCRIPTION
MmLoek" "a 005 unique, patented he 17
requlramonis co Petd toNFPA
anpN pad design albvn the housings to 13P .Syanme. Angle•pad design
ofieet while clam"the grooves.9y pea` permits assembly by removing one nutlbolt
will"the housings to slide on the angl• and scissoring housing over gasket.
ed boil pads, rigidity Is obtained. Reduces components to handle during
Provides rigidity fa value connections, assembly,speeds and eam Installation on
fie mains,long straight runs.Support and pipe grooved to Victaulic specifications.
MATERIAL SPECIFICATION
HoSusising:Ductile Iron conforming to ASTM Patented
Housing Coating: Orange enamel.
0 Optional: Hot dipped galvanized.
Gasket:
Grade "E" (type A) EPDM Violet color
code
Applicable for wet and dry' (oil•Ime air)fire
protection sprinkler service.
•Victauilc Flush•SesP gaskets are recom-
mended for dry systems service.
Bolts/Nuts: Square necked, heat treated
carbon steel to ASTM A449. - — -
❑ Optional: Zinc peed to ASTM A-105. �y— �Z�
I
X
Nominal Pipe Max. Wkg. Max. End Allow Cou ling Dimensions Approx.
Size I O.D. Pressure Load Pipes Endi I Bolt/NutXL_3_ Wgt. Ea.
Inches Inches PSI' Lbs,* Sep. In. I No:Size1r — Inches Lbs.
mm
mm KPa N mm 1 Inches millimeter Ky.
2 2.375 175 775 0.07 1 3.•41 4.50 1.66 1.6
50 _ 60,3 '200 3450 I 1,7 ire x 2'� 87 114 47 0,7
2�h 2.d75 175 1.135 0.07 391 5.06 1416 2.0
65 T3.0 1200 SJSG 1,7 x 21/z 99 129 47 0,9
3 .1.500 175 1,Od5 0.07 � 71 4.:,4 5.ES 1.86 2.3
80 I 88,9 1200 7490 1,7 •� x `/r 115 144 47 10
4 4.500 175 2,780 0.16 5.71 b90 207 I
100 114,3 1200 12735 4,1 °/i x 24b 145 175 SJ
5 5,563 1'75 4,250 016 c P 6.60 207 125 1413 1200 18920 4.1 �� x n1" 0 SJ 791 9.72 2.07 168,3 1200 2S84q M1 1 b4 x 2J7i 201 247 5J
'WarXirq Pressure and End Load ase total forces,including equivalent external bads,bawd on standard weigni steel P'pe,sundard roll Or cal Oroo"
ed in accordance wi01 Victaulic specilications.
tFor field installation only. Style OOS is essentially rigid and does not permit expansion or contraction.
asst s1wa be depressurised and drained before snempting disassembly and mmovel of any Victaulic Piping Product.
rE PROTECTION COUPLING`S AND FITTINGS ;
0
Styflrelock fittings
le 05 flreloCkTM Rigid Coupling a fogy pin protection Services
For fke proteotlon Services ."MoAe race of 2rs gel
=01 NeIve Owf
OyppeeO.Hii prMi O(TYoe A) •'1»erw%W• m eNIMe•pow
IlpsellAIN1�Mls a fipM W re^ WeAm' w(UN 17v ellie or
MOIseN VS410 to K*MoM. p^I wyE�l�IWN)w��
ieolen vsafefarceeee7w•
frlotlenellleepnnee 1
�QDi—e agx«eN!u.atnwMM wNprH pip°- Q®
ANM hWnH WNW
HNIIer1El a
JN Pl
S.www
IMN IME, aeeN, ll r] 7 EIEIIMIe»E 7 .N
OIIe WerE tM FlIe W K or el. eengl Tr
Mgr LeM eM 1 �•'OIIe v = 1°E' MMA /IOe Ne. Ile. I1e.000
IIMI. Mt11M MII lM' P eIE1Me M
ee NM OA. O/E 007 eleA INN
H alb ,.,oxa.o a
}
�r . a,! E.Nx7N !E1!p OfEd� 71S' i� ds aft
P 1
1
E» o. .s°o �tf� �o.E oli ].W.1» t•:1 II S:7 2.iI 1 4i Y t
Ne.001 r1o.007 No.002
'r Nwa•wNe\\E\N.M�w II\N\�eepre+n �—
�YNnewaNN\e+\n nY\ la•ere•N \P UEY iingM Ta
tY,MN MNYN\NIIION»YIw.MNMrmvYrMCNMIW NurNM1M,e 4wr rlb.N. NO.OOI MO Oe] NO.OOt
O de1r1EN.'tINN1la MIN\. Int111\'rn^ WEI hl
IOl WwEM I C1 1 'Wle1 01 H I e.:
NeT af1YYl InCIN\ E\ON In[1N. E\EN InGr'EE leEiYE
We� flu •mm I l0\.PE unr .
13 Ills 2" is
3.: I II}s
pip 71] r xz 'r-a..-s a.• 7,] I ?f
7 a70' TLi '1 1 i
7
r �Q 1 2�0 71 ] 3
- , * p 1 }l
II 'fig et I iro I g1 I df
93
uot[ r,r\I«.rMryl lr.\.,µwWYu u<NN,wr-•Y,sNN.rN n.K«..crrw-Pe.uuaeT\rwNY,N an
reMnr Jr p]II OIO•nN•'N.K.
FIRE nonvmnmriam VALVES
•UUFM/MC laud 10.160 PSI(2065 aPN)
series 727 Fire6allT Valve •FOCIOry moulted sww.00se pear wan oobruon mdlcatOrh or IUNS1
- _,_-._ •Supervised Open 110u01e poiwdouble I1110W ASO
unSuperviSed Nv211H01e.-A Fi,q,,S?VS P'IF 10F sobmdlal.
p Ylenbd Yc..i.
Cti11' 7 U
J I
Frictional II p\
aY Y
Wyr^�
N � _
1 , R e•
til• Sr . \ ._ �� � -1 , 11 i • V 1 J V U i , 11..
Jr A r0 l
^5oI erg ,r I _l._ �
..... v �..E.n 0�I . j E 7.s ° ,
i
MO W
10 Y
,.0
l I
r
1 ,
n.n.r Swue rir l.rnn�Kuu.0 vl Srnonr.^.�OYry+a•N,IMn.nr,Yriuru n!
STYLES 920 AND 921 a.
MECHANICAL-T® , �
111. TOO
BOLTED- BRANCH
OUTLET '
to
x fitLoa — _
111 f212.01 4t
1 92i _
tette pe 1r..e x f2t 1 !1 —
sSol J-16
1 12t t — 1 0 —
Nth 41 71111 11
1921 1 1 — 1 2
1 38 4t1 712
311 9211 1 3 11 3 L0 —
3at1, 92o soo 2 2 21 2 6 24 —
M1324541 Sol LL
It, 92ft S00 2 2 Z1 , = 2 6 14 —
4 /,
• /3 x T 9Z0 500 21114 .3� PKA 31 6% 4% 4.4
1JZL
4 x'I 971 300 1.1 a 1114 31 — {4 3 2.0 —
iryh Gall with groan,sulfa- 41% 921 300 1 1� 2'Y, 3 - 2 { 3 2.0
41 7J
_ . 1x1 300
T 1 2 42120
41 t 1
r lily, 2 , 4 -
100131 4
• 10011A0 020 500 2.11 2 Jyi 134
f 4 S.4 5.2
4x2+ SOO 211 2
Style 100 with lemeto thnNN*00 100[W 920 ,4 1 .1 t 1
all JLL
1 + 500 2y '2I J1r11 4 4 I 5.7 5.5
100[ a 9•'� 3 , e ' 731, ria 11
k 111 -"413+- 8� g 3y, 3% 3' 411 41/, 7V. S 6.5 5.6
t 1001110 ,4 1 t !1 114 1
(( � s /,+ 500 2 4'6 4Yi 4Y, JW 9 {S 6.3
1—' 2s[Jo 2J Su 4 AL
'5 x 1+ 920 500 21 2#E 4 1 4 , 4 , 3Y 9y,Liu 6.7 e.s
style Of 125150 JJ 311 7 1 I iUIL
y }+ 920 S00 2Y. 2rb 7't'„ 43/4 4t', A 911 4 7.2 1.0
Style 920Mechanicei-T is available in 1.3[0, 34 73,a
sixes from 3 x 11/," (80 X 40 mm) 1 13+ 970 S00 3 �3$ 4 S 270 �4Ma 3Y 9K 6.2 7.2
through 6 x 4" (200' 100 mm6 Outlets 11 114+ Sip 2 0l 4rr,y 6' S'6 3191 l0 3Y 7.1 L5
are available grooved or female I , 920 4 f t f 1
threaded.Two Sly)*920 upper 612+ 500 2'. 2?S /1/� 5K S'� 31 Y, 10 41i 7.9 7.6
housingamrybecombinedloforma 50x50 420 34 06,1 1t 5 130 I " "1.f 4
cross type connection.Holes for this 612'6+ 920 500 2Y4 2;L 4$, S' S!y J'Yn 10 6.7 6.4
application mull be cul On the same iSOrdS 74 _ 69.1 da f06 J 1 1
centerline. Mechanical•T must be -SO+ 920 500 3 3% 41h 5',S S'/it J'YO 10 Sri 9.9 {.{
installed with centerlines at a true 90• 3! 10 t_ 114 1 i 4
angle, Galvanized housings available. 6x4+ S00 414 4y, 4y, 5% 51V 31'6 9#5 6y, 10. 9.4
9 9 150rloq 920 _L_ ..1i�i_ s_ !44. _.!1€L _ ]!11 44 4
For Style 921 a U bolt replaces the 1!'/10.0.0.0.12 920 S00 2'4- ZV. i r/�} 511 5'/, 10 4iL 7.9 1.6
lower calling. Style 921 is available with :Ot> 4 S - L; i,
female threaded oullets only.Cross 6' 0.0.[4 910 500 4y1 41 ay, 5$ SY1 tl 1p. 9.4 t
r.onnecticna are not recornmended with --! -'��- --• J 114-,)- fill 'y2•q• !,l�1 '1Z0,3` 4 4 J
0[T ,+ $00 9 2r/, SY, 61/, 6Vi 4f6 121 4 11. 11.4
Style 921.Available galvanlzpd. zooids 92tl 3.4 601 73b 114�i Is 1 7 it
+Avnleoarwdhgtoovod or tamale threaded outlet B1 920 Of) 6161 64 14!t 72 12, 11.7
specify choke an order. 300110 4 Oa 1 �1ft 7
' Cenler at run to ongogoo pipe end,lemete 614+ 920 500 4% 4A 1( tl'y4 6$ 4% 12 6 15. 14.0
Ihreadod out Ill On ly tnlmenldane oppto,.1. 2001100 3,4 1143 1115 1341 f0 9 161,-1 12 .1 0 1 1
$Center of tun to and at fitting. 26 1 n 61 n 149
. -- IMeeaeaase•
oeaaa►� ,�e naew 43 ,
F7G. 68 AND FIG. 66
REVERSIBLE C•TYPE BEAM CLAMPS - 3/4" AND 1.1/4"
THROAT OPENINGS
Sias Range • (Flq. 6S) 3/8 three 5/8 inch rod 0 -1 Fla.Is
(1/2 thru 10 Inch pipe),
Sias Range - (Fig. 66) 3/8 thru 5/8 Inch rod C "S I"�' A
(1/2 thru 10 inch pipe). y 1 14
Material-Carbon Stn)with hardened cup point E 1 I
set screw and Ism nut, t
Function -Recommended for hanging from steel I
beam where flange thickness does not exceed 3/4"
(Fig. 65) or 1.1/4' (Fig, 66)- --L�
Features - All steel construction eliminates -
structural deficiencies associated with casting type -
Ueam clamps.
May be used on top or bottom flange of the beam.
(Bsvglad lip allows hanging from top flange where T—
_
clearance is limited.) F ( _
May be installed with set screw in up or down 1_
position.
• Offset design permits unlimited rod adiustment by [i _� FIG, 66
allowing the rod to be threaded completely throu;h
the clamp. --�,�--A
Open design permits inspection of thread engage. D i
mens.
Application Note - Fig, 65: add 1.1/2" to rod E I
length when clamp is to be used in set screw up T I i
position. C j
Fig. 66: add 2' to rod length when clamp is to be m I I
used in set screw up position. _. I
Approval$•Underwriters'laboratories Ii ited and --'
Factory Mutual Engineering approves. Conforms 'T
to Faderal Specificatian WWH-171E, type 23,and �•�
Manufacturers Standardization Society SP 69,
type 19 and 23. Exceeds requirements of the
National Fire Protection Association (NEPA), _
Pamphlet 1013, 3/8" rod will support 1/2 thru 4" F - { �
pipe, 1/2" rod will support 1/2 thru 8' pipe. _.
Finish - Plain, Electro-Galvanized, NOG, and i it 6s TABLE ___
Stainless Steel. Roo ---_ n+AX. APPROX
REC. WEIDMT
Order By Figure number, rod size, and finish. SIRE SIPEE a _ c D E F LOAD 19S. PER 100
1 S 1/7- - 4 1 . 3/16 3/4 1 7/l6 1 1500 28
�•- - �i/2..:_._5__b�1 - 1T,'L. � ^jYL.11!4�.,y405a�•55..
5.i8� 10 1 9/1
l/2 3/4 l 6 11 1/4 ""_....
9/1
lri_66 TABLE�_
RAX.APPROx
REC. wE1OM1
hlA k. PIPESIZE R C O E F LOAD LDS. PER t0i'
1 1/4 l 7/16 1 — 15C0 3'l-
.— _
i• I/9.�.�45lSZl...:.•b1..
5/`; 10 1 - 1/2- 1 ,1/4 1 ,9/16 1
a
xReeer aA►ee
ceasw,eA.pssr►s m t3o
FIG. 200
"TRIML.INE" ADJUSTABLE RING HANGER
Sise Ranee • 1/2 thru!Inch Pipe,
Material • Steel, Mll, 0alvanized to 0.90 ape c"
Acation,
Function For Are sprinkler and other general
piping purposes. Knurled swivel nut design
permits hanger adjustment altar 'Installation.
Spring tension on swivel nut holds It securely in
honest before installation. Swivel nut Is easily
removed,
Approvals•Underwriters'Laborstories listed and
Factory Mutual Engineering approved. Conforms
to F..j.:sl Specification WW•H•171E,type 10,and
Manuhciurers Standardization Society SP-69.
type 10.
Maximum Temperature • 650'F
Finish • Mil. Galvanized, HDG, and Swinless
Steel.
Order BY • Figura number and pipe size.
.._.�.-.F—
C
--1--
1
'-' Wt10H T
PIP[ Roo a ..�.._.. lii� Lo�a.4cll�.,..rr-4d.S44._
^
1;2 3/8 3-1/8 2 •5i8 1 •3/8 16ga s , 4
,�.."'";,"o'°,�,: �'.I'ti3`�"'•�-.�^-�ilz'_ """ • 1 sl9. ,,. _, R'4--M- 1. .,-. .c
1 3/8 s'J��3IA 2 5/8 1• l,'8 169&,1 5/8 400 12
:.n.�3L4.cil,e3
_ _ 5 „i..00
/ -_ 14
1 . 1/2 3/83 48 2 • 7/8 Y` t 1643a5/8� »-.:400
--T
-4 7 1rt-7---3 �-` —=9
.r alb• x27
2 1/2 3/8 5.5/8 4 1/8 1 3/4 16 a x l 600
.�,• ----' 1 3 J'. r1G9a.x'� ' _49A
,ter �L8 4 I
3 l/c _ 4 2 N8 I6ya r t 600
1/8 1 3/8 5 lr
34
a4,s._ "-.Er ---'' �,1 ,1(s 1fE9t1S1 Q4Q 1 r "66
5 1/2 9 1/8 6 1/4 7 ilBT� l4ye 1250 13/16
.6.�,,.. v.r!T'.)/2'Mf��l�a.5...
_. .— 8 t/q 3 1/4 12ga , l 1"'t
1250 136
8 1/2. 13 1.8
• L d x . '' F.J"..t r1J..? � ', 1 ^Iiw 'i '. ..� ,�. m I 1T°ll t � I a
�lydraultcs 5urnmery Shoo?
4 Iq 1 IV
Y L. NOTFWAFT A SON, INC. ; V
�A � OsWptert NICK N0T141tt+�T
A 101, PDX STIfT Cale 9yt RICK CIMS�LL
OtN M COLORADO 8021 a b+Mer tuNt :3. 694
(303) A3l*+339l0 „" .
i"elect Informaton NY wNos
1, Information
NEXAMW
4699 NAUTILUS COURT Demand...
SUIT% 5 0 2 Spr "d Mea 50.77 PSI
BOULDER COLORADO 80301 W RoWd nowt 940.45 GPM
Adtrl Flewst 500.00 GPM
Hess at Srest 0.00 GPM
Contract Na
buNdlnpt ROOMS 124 s 126 Tota Flowt 840.45 GPM
Total Press 50.70 PSI
System IDt REMOTE AREA 01
Ret. Drawlno No Stalls Elew 0.00 Ft
Supply...
Construction Water Flow Test
Occuponcyt 82 Statlot 95.00 PSI
Authority% 211ULDER FIRE PREUENTIONiISO R6oldualt 90.00 GPM
Oty Flowlnot 1481.00 GPM
— Elevation 0.00 Ft
System Information System Typet MET 001612-3-92 Ttma____ ___-
By: SOULDEP F.O./L.N.S.
Hydraulics Design Criteria Pump Data
Density% .40 GPM /SgFt noted (NA) PS!G FNA) GPM
Remote Area ROOM SgFt Boost Pros: (NA) PSI
Sprinkler Coveraget 100 SgFt Discharge Prev: (NA) PSI
Design Standardt NFPA c13 ( 1934 LD.) Discharge Flow: (NA) GPM
Hazord: EXTPA IIA211f)0 GPOUP It Combined
riguret S--'. Curve: 5 Static: cNA) PSI
neeidualt (NA) GPM
Sprinklers / Nozzles oty Flowing: ,NA) GPM
Manufacturer! WEt_Ird3LE
Modoi: 3 Available...
Size: l:' 32 P) 'J1.5 PSIL+ 84U.4b GPM
K—Factor, :R.: F) 50.79 PSIC 4805.60 GPM
Temperature Rating: -1.0
Margin...
Prossurre: 42.47 PSI
rlow: 3`)65. 15 GPM
r t V nn ci nynt]rri tcn- C c,r pry r n t t c.a r I
l fe) "11111119M 1447, AN KIWIfv 9...r..J ,.•Oq t'IY dr Oulloc
11 I I AL 'up I OL: NO s 2009NY 1 04-23-1914 PAGE i
AMwai•fflif f■f '
'iftT ReMOTE
AREA 111 > '
NiR�dYri�aas ' �
FLOW TEST RESULTS '
Water SuPPIY
STATIC 95.00 PSI
RESOIUAL 90 .00 PSI a 1481 .00 GPM
'i CITY PRESSURE AVAILABLE AT 640 .4 GPM 93 .25 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPk FLOW FLOW K-FACTOR PRESSURE
--- ---- ---- -------- -------
201 38.40 26 .78 8 .20 21 .93
202 36.75 35.20 8.20 20.08
203 36.27 35 .20 8.20 114 .57
204 36.50 38 .50 8 .20 22 .04
205 38.31 32 .54 8 .20 21 .83
206 37 .78 32.54 8.20 21 .22
207 38.45 34 .87 8 .20 21 .99
208 38 .26 32 .54 8 .20 21 .77
209 37 .72 321 .54 a .20 21 .1f-
TOTAL WATER REQUIRED FOR SYSTEM 340 .45 GPM
OUTFLOWS AT 1 SOO .OJ .IPM
TOTAL WATER REQU1kEMLNT S40 .4`. GPM
PRESSURE REQUIRED Al 0 50 . 78 1--sI
MAXIMUM F'FESSORr_ �JNhALANI L [N U.)C4 , 0 .0 ?
MAXIMUM Vi:LL'Cl Y r [N P [f'E b
57.7 To
u,r ,gy77
m
k ItIL". U*Ifg. 'NO22001*01 06-23-1,)94 PAW 2
,�i't INtNOTE
_ M1.
"PRO" TO FLOW OIAM EOUIV P-LOSS PRESSURE
1'ipM IN PIPE PSI/Ft SUMMARY
LEN/Ft PSI
106 '204 1 .104 L 2.42 0 .3408 PT 22 .04 ( 204 )
0 38.60 F■T,E F 7 .00 PE -0.51
OR C120 T 9 .42 PF 3.21
PT 24 .74 ( 106 )
w'. .............
1112 209 1 . 104 L 1 .17 0.3281 PT 21 .16 (209 )
0 37.72 F■T F 5 .00 PE -0 .51
OR C120 T 6.17 PF 2 .02
111 112 1 .452 L 8 .00 0.0864 PT 22 .67 ( 112 )
h. 0 37 .72 F■0 F 0.00 PE 0 .00
8N1 C120 T 8 .00 PF 0.69
110 11100 38 .26 1 .687 L 8 .00 0 .1520 PT 23 .36 ( 111 )
0 75 .98 F+•0 F 0 .00 PE 0 .00
SNI C120 T 8.00 PF 1 .22
109 11000 38 .45 2 . 154 L 4 .50 0 .0986 PT 24 .58 ( 110)
0 114 .43 F■E F 5 .00 PE 0 .00
SN1 1.120 T 9 .150 PF 0 .94
55 109 2 . 154 L 7 . 17 OPT 5 .5 2, ( 109 )
0 114 .43 F■T F 10 .00 PE -3 . 11
NRI 0120 T 17 . 17 PF 1 .69
PT 24 . 10 ( 55 )
111 208 1 . 104 L 1 . 1 7 0 .3368 i='T --1 . 77 ( 2,08 )
0 38 . :6 Fal' F 5 .00 FSE -0 .51
CR Cl-'O T 6 . 17 PF .08
PT :3 . 34 ( 111 )
110 207-_Y ----" - 1 . 104 L .:0 C .a401 F i .;'1
u -3Fa • 4 1 - f .E U!i PL -C' . 51
OF C a G T -.0 PF Oc
PT 110 )
108 -06 1 . 1Jv L 17 0
107 lot' 1 . •15.; 0 : N ( n i
107
i� .a.. . 1l
v . :l
0 .t(..
$UbMITTAL SERIAL N0*2009HY1 06-23-1994 PAGE 3
^r aafar�aaaa
T REMOTE
(AMA Al
rjya■!aa■■■..■
h,FRiM/ TO FLOW OIAM EOUIV P-LOSS PRESSURE
t GPM IN PIPE PSI/Ft SUMMARY
LEN/Ft PSI
106 10700 37 .78 1 .687 L 8 .00 0.1524 PT 23.40 ( 107 )
0 76.09 F=0 F 0.00 PE 0.00
BN1 C120 T 8.00 PF 1 .2'2
10S 10600 38 .50 2 .154 L 4 .50 0.0989 PT 24 .62 ( 106)
0 114 .59 F=E F 5 ,00 PE 0 .00
SNI C120 T 9,50 PF 0.94
S4 105 2 . 154 L 7 .17 0 .0989 PT 25 .56 ( 105)
0 114 .59 F=T F 10.00 PE -3.11
NRI C120 T 17 .17 PF 1 .70
PT 24 .15 ( 54 )
------------------
104 2Q3 1 .104 L 8 .00 0 .3052 PT 19 .57 ( 203 )
0 36 .27 F=1' ,E F 7 .00 PE -0 .51
OR C120 T 15 .00 PF 4 .58
103 104 1 .452 L 8 .00 0 .0804 PT 23 .64 ( 104 )
0 36 .27 F=O F 0 .00 PE 0 .00
HN1 1.120 T 8 .00 PF 0 .64
PT 2 .26 ( 103 )
------------------
103 202 1 . 104 L 6 .00 0 . 31 7 PT 20 .08 ( 202 )
0 30 .75 F=T ,F F 7 .00 PE -0 .51
DR Clio T 15 .00 PF 4 .09
102 1030t) 3b . 1 .687 L 8 .00 0 . 1413 PT 24 .2U ( 103 )
0 73 .'J F=0 0 .00 PE 0 .00
BN1 �1d0 1 >ti .GO 1 . 13
PT : ` .:i'- ( 102 )
1'J2 2G1 1 . l0 L
10 1 102Gu
0 111 .Q.S F-E. F S .QO 0 .00
tjd 101
is 111 .4 'i
:, 1 1•� . t _ _"
4t7�MVITUL SERIAL N022009MY1 06-23-1994 PAGE 4
'_-'s3MWWrrrrarr
MOST REMOTE
AREA M3
�I�:M�rrrrrrrra • �
ROM TO FLOW DIAM EQUIV P-LOSS PRESSURE
GPM IN PIPE PSI/Ft SUMMARY
LEN/at PSI
i! 5� 54D0 114 .59 3 .260 L 1 .25 0 .0473 PT 24 .20 ( 54 )
0 229.02 Fro F 0 .00 PE 0 .00
NC C120 T 1 .25 PF 0 .06
52 63 3 .260 L 10 .71 0 .0473 PT 24 .26 ( 53 )
0 229.02 F-0 F 0 .00 PE 0 .00
NC C120 T 10.71 PF 0.51
Si 62D0 111 .43 3 .260 L 12 .08 0 .0985 PT 24 .77 ( 52 )
0 340.45 Fro F 0.00 PE 0 .00
NC C120 T 12 .08 PF 1 . 19
50 51 3 .260 L 14 .50 0 .0985 PT 25 .96 ( 51 )
0 340.45 F-0 F 0 .00 PE .0 .00
NC C120 T 14 .50 PF 1 .43
10 50 3 .260 L 104 .92 0 .098$ PT 27 .39 ( 50)
0 340 .45 F=T ,E F 22 .00 PE 0 .00
NC 0120 T 126 .92 PF 12 .50
5 10 4 .260 L 2 . 43 0 .0"1 PT 3ro .89 ( 10 )
0 340 .4$ Fn2E/T F 40 .00 PC 0 .00
FM1 C120 T 42 .33 PF 1 . 13
2 5 4 .260 L 17 .87 0 .0268 PT 41 .02 )
0 340 .4$ F=CV ,EV F 34 .00 PE 7 . 74
F4 U1ii T ° 1 .81 F•F 1 .39
1 2 i, .400 L 150 .0.) 0 .00-"s F' C `•o . 15 ( )
(1 340 .4'• F I ,GV .00
UPI L1N0 T _d£ ,:t1 Fc
O OMMI_NT : AL11 -. .. ,I Pt i°iJL,. UI 11 :oUC _ H .! �•P_ . TF:';'11 i :;._L. .-Ll.=!I! :. _:
0 1L),! 00 .0%? � . = iJV I. I .s.^! V .�'1 •�:- I I 5:� . : :: t 1 )
0
UIJ 1,4 C, T 1 .i.0 F'F' V . J1
MAXIMUM F PFL`..14
MAXIMUM VLL (.lk ITS
124 NOMA OYNAWN COMB 7700 supply pwnay
Graph
I14 tlorgin p ppgg��
IOS Flow ! 30tl5.2 6PM
100
60
u . 1
I0IL1.1 -- _ -
i
7 n c,oc 1.'no
1+00 160 1Nnr, .ouo
Wqf er f"toe (G�'M)
Systern Dernand,. Water Supply-
.:t r II'1 :II j, 1-11,11 'di. I' .I pi r-II I.•1' 1,1'M ct, ltr YID.1,10 i" i
I,fM Vo-,h]ual ':1U,0-11
U0 I"•l .'1 1'�»: ,ui I•I'P1
j 91
Y' 1 ' r ' �,i ' 1
i.� A. � _, . . �
114iNE)UGEN
' tr
w 46 Naafi s Court
ux lfi
} Suite 502
1;
Boulder, Colorado
FIRE
PROTECTION
EQUIPMENT
SUBMITTALS
Prepared by:
L. NOTHHAFT & SON, INC.
4101 Fox Street
Denver, Col Arado 80216
(303) 433-3329
i
77 7
'° NEXAGEN
4609 NAUTILUS COURT
BUITE !02
BOULDER, COLORADO
JUNE 24. 1994
***INDEX***
PRODUCT DESCRIPTION MRNUFACTURER
SPRINKLER MODEL 00 PENDENT, 17/32" 6 1/2" ORIFICE, RELIABLE
BRASS FINISH, K-FACTOR 8. 2 6 5 . 62 .
ESCUTCHEOd MODEL 988 , CHROME, TWO PIECE ADJUSTABLE. NATIONAL
PIPE BLACK LIGHTNALL THREADASLE PIPE (BLT) AMERICAN
TUBE
FITTINGS RIGID COUPLINGS AND FITTINGS STYLE 005 VICTAULIC
FIRELOCK
MECHANICAL TEE VICTAULIC
HANGERS FIG. 65 AND FIG. 66 BEAM CLAMPS TOLCO
FIG. 200 ADJUSTABLE RING HANGER TOLCO
awlietin t lair
model
Auwmde Sprinklers
Spray=UhK�
Spray
and C n
o vtalntiorall
Product oaaorlp0on
The Reliable Model a Aulornadc *W utl m the ...
canter strut sower h corrtp►asion at cortsvt,c• ►.ttt,nr
ikon. The fusible apoy is captured in to cylinder of Ute
solder capsule
Ina stew steel toaU.Wien the Amble
ably melts file baN move hro�etder When
thirip the
cylinder to tali away from the Whenthis hap *
gena,Cteleverisreleasedtospnr�gfroefrdntftesptirtkbr
a0 fhat all of the operatlrp parts dear from the waterway3 F
aNwrirtq the dellecV to ilia buts the discharging water.
Except for the parts in the cylinder as mentioned
above,the sprhkler components are made from copper
based allays for maximum corrosion protection, Lead Mw
plated,wax coated orwax over lead plated sprinklers are
available for specially severe environments. Chrome screw)
plated sprinklers are available for dew alive purposes,
All sprinklers are individually hydrostatically tested.
All sprinklers are identified as to their fusing point by
rnarkmgs that appear on several of the operating parts
and by an identifying color that appears on the frame. -
Sprinkler Types
Standard Upright—This deflector configuration is nor- Conventional--This deflector configuration is used on-
many used with exposed piping installations. Water is manly in those countries where the LPC installation rules
distributed laterally and downward in a wide pattern ap- have precedence The sprinkler is designed to distribute
proximating a hemisphere which is completely and uni. a portion of its water discharge upwgrdagainst the ceilirig
formly filled with water in the form of small drops or spray with the balance downward. It may be installed in either
At a sprinkler height of 10 feet, a circular area of approxi- the Upright or the Pendent position. Sprinklers with Con.
rnatety 20 feet in diameter is covered by the water ois- ventional deflectors are available with orifice saes coi
Charged at the min,num pressure. sponding to light, ordinary and extra-high hazard
Standard Pendent—This deilec;or configuration is nor- installations
malty used where the space al (tie pipings not
adequate or where a concealed piping installation is ern
ployed. The discharge characteristics of the Standard Application and Installation
Pendent are virtually identical to the Standard Upright as Standard sprinklers are uses! in fixed fire protection sys-
described aboveterns: wet, Dry,Deluge or Preaction, Care must Cie exer-
Large and Small Orifice—By varying the orifice size, a used that the on6ce sizes, temoerature ratings, deflector
large or small orifice spnnkler s created that will distribute styles and sprinkler spacings are in accordance with the
as touch as 40916 more water or 65% less water than the Ial pubbshed standards of the National Fire Protection
normal Y�"enfice sprinkler These Sprinklers.are identified Association or the approving authlmty having Jurisdiction
by the orifice, size that s stamped in the base of the The mrinklersmusthe instailecl with(tie HeliableModel
Winkler and by the ointle that extends from the dellec D Sprinkler Wrench Any other Npe of wrench may dam-
tor-–the exception is the Large Orifice Spr nklor tvdh tie age the scnnkler
:�A" NPT inlet thread where the size of the not is ,ulflc ant The approval;; or is'l of f icliatile Autornair, Sorin-
to classify(his sprinkler as one having a larger thart Stan- klots my malar approving oryani!tions are shown in(tie
dard orifice, tdbr.aatetl I st provided un the back of this bulletin
""x.v' 1 1 11,1)",,
The Reliable Automatic Sprinkler Co., Inc., :i25 North ti lin Parnwway, Moarnt Vernon, New York 10552
Model a ImMM~Do
eRrNMMt�fp » Mvr ws
talo '
e.411e,wNrSEnemm►Ttwtaea Iawi1 '61e
tWil1
"Wall w M
1141r ear
invili
Iran sM mmatt ,2 4t1t;.,
era& Minn
M1aa,
rr
s e r
XLNvMIlorM1 4110 set r'J TT 4.4.6
to «Pana«xPON*
Ot1 fMnXtlte SGargrtlOOrrMMoaea=T"100 4.110 56.1 Million5
mmwnISMMThrM 5.52 61.0 Tamm 41516
mm XilNewal20mm Thread 6.20 118.2 75.4 Minn 4.3
(p ayana5eo 0y0 rM aMwdI am davenr.spnNutN'Halm Nafuwe pkttla oxww in
lrmparaNteRadinga Approval Organisations:
esrinMa Ataslmum Calling —~� 1. Underwriters Laboratories Inc.
CgaslrLaatlon Rad Tem aura Frome•
M ,c aF ec color 2. Factory Mutual Reaarch
3. Underwriters'Laboratories o Canada
oprrar�rr a Loss Prevention Council
aau i1 1050' 15500 63°6 whitr to 5. Pfeniere Assumblee
2115 141 225 for ewe _ _ 6. Verband der Sachversicherer
'Frame cola goes ra appry to chrome plates alders—Use sphnklM 7. N.Y.City, B.S. and A. No.587.75-SA.
ralkp as itmilid on operating we as ertCnvrt waw.
Finishes
Natural SIMM —AN Temp.Raunge Ordering Information
8ht Chrome Specify:
pwtrap —ANTarro.Raurgs
Sohn Chrome 1, Model G
Paled AN Temo.Railings 2. Deflector
Sack Mated —AN Temp.Ratings
Bcgqrx Brau Upright
PwtaW(l l —135'F,1651 6 21 rF Temp.Railings Pendent
UW Platact _1651F Cleat Wax.212OF Brown Wax Conventional
Cwroproded
Corropraohd 3. NominalOrlflce
Aver l.eao Pieted —165'F Cleat Wax.<"t 2•F Brown Wax
ensnmtVt --Subject to ACMtanCe by Aullronty Having 4, Inlet Thread
Junmir,ran Nor AcloroveC by Crucial Approval
Or anaanate S. Temperature Rating
(11)For Bright Brass Flatel.CnlyFrame,ONlectorand Cap ArePlateo. 6. Finish
Maintenance
Sprinklers should be inspected regularly for any physical Once fused, automatic sprinklers cannot be reassem-
damage, dust, corrosion and paint (other than the identi• bled and (eused. New sprinklers of the same size, type
ging frame color), and temperature rating must be installed. A cabinet
Note Never suspend any items (signs or decorations) of replacement sprinklers should be provided for this
from the sprinklers. Never paint sprinklers. Automatic purpose. Use only the Model D (ref. Bulletin 204) sprkn-
sprinklers should be replaced according to NEPA 25, kler wrench provided by the manufacturer for sprinkler
2.2.1 and 2.4.1. removal and installation. Any other type of wrench may
damage the Sprinkler.
rna e0u,nment vintentad'n Irvs bNINn 4lo 0e r1,11411led in aCrpromme wdn the Well oeMnenl:itanduao nl'ne Natwntx F1 It"WecMon AROCOMon.Foctory Mulwat Peaaeml
corowatron.or Olne Noll&(orean,t4hoae and also w,U Int provisions or gtlanmema cedes or oroinancas enenRN aopl�caols.
PloducM manufactured,and d-aaouled 0y i4EUASLE neve risen ololecMng hh and orcoery Int over 711)year% Ind apt initaltso aro IeNKad By'Me moa Nelly ouatdied
and reoutabN eoonNar Connaatod iaaed inrougnnut ins united State%. Canada anc loregn counm.s
MenulUGWreo aY
The Portable Automatic np(inkler Co. Inc.
Rellab1e (94)9663470 Cornu rate Ch,cee
(914)592141n gales Qlfices
(91415923676 f as van„tel"USA eine
NATIONAL Soffit & Escutcheons, Inc.
U 54zo
•SPRINKLER
ESCUTCHEONS The 80 System
All cups and skirts are interchangeable
All recessed models must be installed according to NEPA Pamphlet 13
MODEL N8E1 MODEL #87
ADJUSTABLE
ADJUSTABLE
Dia. 3 1/2
Skirt: A Skirt:
7/8
S : B
Cup: 1 Cup: 2
(recessed)
Y
� f
MODEL M86
ADJUSTABLE
MODEL #85 f7i_
ADJUSTABLE +
Dia. 3 718" Dia. 3 7/8"
Skirt: 9 Skirt: C +
Cup: 2 Cup: 2
assed)
r�
411 M
1-800-528-7978 FAXI-602-
582-5889
111BLT ae Black Lightwail Threadable Pipe ,
From the manufactures of yssa•Fiia Sprinkler Pipe.
American Tube is the only company that brings you a UL listed and FM approved product for every application.
•BLT•AN ECONOMICAL, YET QUALITY LIGHTWALL
THREADAHLE SPRINKLER PIPE
e
Listed Approved
•DYNA•FLOW •SCH.10 ALTERNATIVE
l ' •DYNA•LIGHT .SCKYPRESSFITr" SYSTEM
•DYNA•1HREAD•40 -FULI LINE SCH•40ALTERNATIVE
m ! •SCH-10 3 SCH•40 -ASTM A•795 A•135
Llaled
Approved
/
l-
AVAILABILITY
AMERICAN NETWORK
1-7
'?r.�T•p,�q.r .a..•:: 51 ,; . '��`;+ � ''�lsa{v�+ k'�' neY1-:O
w
KOKOMO
7�t PHOENIX
+� urencan Tuee s Na�wr-:aca 1Jer,:0rx anscras tas-,
ceoven/rmm an co,nts Fast ana v,aat.
r
1.800.877.8823
602.272.6606 ;a1�ll1--,1C0! U8`
FAX 602-26'9 1;2a
COP."'?• Y !%:c. I CIAT�
n.M,aToua ct•u.n.,nn••.. .as<wnu.,.re. nr .rn a cmnucn
2525 N. 27th Ave. - Phoenix, AZ 85009
aroran sis,nprvnnv•.ps ensrys never.sansi¢no-n.nnn.; 101 E. Broadway - Kokomo. IN 92501
oases ptl.oven•<wny spy+ian.
tl IfneCe
1T1
11,BLT
Black Lightwall Threadable Pipe
rte, .a..�+►eV.NeJM+.•R�w.T.F7PL1>1L•>�10.�:'h»�.+.e w+w"F..:.. �Y7e�iKCJ;Mi0.A1171.i�►
Data and Subrr. tial Sheet
PRODUCT DESCRIPTION COATING
BLT is a black excsptia*strong,tghtwat threadable BLT is coated with our famous Diamond Cat acryto&*k a
sprinider pips.It is designed for use in wet,dry, preaction and feature proferred over traditional lacquer-type Coalinga.It Is
deluge systems. Its wall thickness and weight are less than that ready tar paint application and needs no epecal prepantWL
of Sch-40 or Sch•10. BLT is similar to other lightwall threadable The black finish on BLT eliminates,he risk of welding associated
products such as XL and LS(except that BLT 3s black). It may with other zinc coated products. Blade BLT mixes wet w4h '
be joined by threaded(In accordance with ANSI B1.20.1), existing systems and Causes las confusion with owners, .
g.-ocived,welled,or plain and couplings. authorities and other contractors at the jobsite.
APPROVALS HYDRAULICS
BLT is UL listed for wet, dry, and preaction systems, BLT has excellent hydraulics. Its Inside Diameter is larger than
^I FM Approved !or wet systens. It is manufactured Sch-40 and identical to that of XL and LS. {See ID's in Data
ASTM A.M. It is approved for use with all threaded Table).
fittings and welded outlets up to 300 PSI working
pressure.
Npg I ACTUAL CO I ACTUAL 10 I WALL I WT/FT I PC&LIFT
j 1,200 I 1.104 0.093 t.t9 9t
81
t.a5251.53
. 38 0
1ta16
I'�------1 - 1 1.883 1.687 _ I 1.008 t 87 I 61
2 I 2.360 I
2.1 54 I 1.003 — I 2.08 37
lilt
B
,..�:.
� xt
dPS -- 9LT CYN TFiRErtp — I SC;;.�DUI_:0
;.00 0.35
--- -----
035
0.17 1.00`0
1 '
n 0.17
t t 0
.x'
0.'8 1 00 7 00 0.t 8
0 ZI
FIRE PROTECTION SYSTI" i8
UL LISTED/FM APPROVED
i Cta U 11 C° PRODUCTS SUBMITTAL
Iwl1d*tr ;► fl NM fl•Ndl
iM••M...411iI,MN alfr�laletMFM � M�•at••�lalar
Ap pwvN m►qa M pd•rtP4•a•ItaPt o
SIyM• � geUet W�1•f�fw•1
t•tlfalll•1 ha•u � �f
NoaDl• C"01141 Ie1u•a Wo" 1••1••Mq am ha UW"Mw Now
Style T7 weh/ taMunA,uettts I"� Al
Flni►1• Coupling Hleh Pnaun Fir ptodvg4 a
Uadeftp•e•d pf1111•
StyN TS Style Mp ANS S"Ad*p341.le HM11N
Style MP•7O StyN 141, X14
Iptd Cou�lint Butterfly Val" Fin Pump Teat Motu SYSTEM SUBMI AL
FinUtIt" Sefles 708 Sryto 735 i suhrtnnal is m40 W approval of
Sys 005 theindicatedIW the VICINUIle1000wing pliteng"CAG pro
— dude IW Ua blfM"* APPW4
I � ..drain the UL llpedlFM Appt•vad
ratings and systems in this
Rigid Coupling Check ral" now Switch PUN"ltorl,
Style 7 SeriesVic-Ch14 "tyle 138 Submitted Sptem
$fie O7 Soma 71410
Serils 710 NAtolMtla Sprinkler-Will
Automatic Spiv dr•Ory
Flange Adepten 8311 Volvo Supervisory Switch
Vic-FStondeips•Wal
(Threaded N Sine 137.0 or 737•P
Style 741
Sryu 741,® Style 22 Stondpips•Ory
732, 743 _I n ar—tmuIf
Gullet Coupling F,nBeIP Valve l IPlain End Coupling _
Style T2 Series 727 Reust•A•BouN ine Special Arians
S99
Reducing Coupling Collector Check Valve Plain End Coupling ?Law Ragan COt
Style 750 5iyle 755 Plamlocks INaloo-1301
AISMI SO
Theta xrtautlt finale tt All :rndUtt:a a MVIL w m iccorart,win cw d V�tllul,a iMi1WIgNfIU Ttiry
nllruxlWN Ywlfwlc 'I,Wvt Inf nam IQ tnlnc, ;,"ict Iaronulwnt, irLlnt Ino I.VoIid 17N)mMi *litavi noott Ina mmNI imannl atxgluant.
J08/OWNER CONTRACTOR ENGINEER
i
• SPdc. .Sxt.
:.iyernnl PlO. .. _.._..._.._..__.`_ ___._.__ _ ut.mitted By_.._.._ .. _. _. __._.._ __ APprovod. . __.__........._._,�_
Location . .. .. _ _ 65to
VIOAUI.IC COMPANY Of AMERICA PO. Bar ]1 • F.aslnn, PA 10041 • 2151252 4400 %YUt 7*10T 6058011 V'CAM UW Me 901 Lee 1SMM
0 CtrpYngrd ivaQ Y,Ioullc Company of Arnunca ^ Rog,Wffred TPadonurx, ^I "ciaubc Company of AmenOt
It
ISR 8185 F32- 1
SUBMITTAL
Victaulle
F�sLocle
ir *
Rigid Coupling
PRODUCT DESCRIPTION
I111re6oar Sryb ON unique, patented hanging requirements correspond to NEPA
an il"ved dagn aftowe the housings to 19 Sprinkler Systems, An Qpl"ad design
aKeM wtaas Ohr 'I tM grooves.siy Pea perdue assmlbly by refnovklq one nuVboli
mI1 hath W f0 agdo on tfte ongti and scissoring housing over gasket.
ed bolt P'Mda rlgr ie obtained. Reduces components to handle during
Prowders rlgkiky for wive conn towns, assembly,speeds and eaeee Installation on
An mains,king straight rune,Support and pipe grooved to Vlctaulic spsollicatlons•
MATERIAL SPECIFICATION
Housing: oucthe iron conforming to ASTM Patented
A.sM
Housing Coming: Orange enamel.
0 Optional:Hot dipped galvanized.
Gasket:
Oreds "E" (type A) EPOM Violet color
code
Applicable for wet and dry'(oil—frena air)fire
protection sprinkler tervice.
'Victauiic Flush•Seals gaskets are recarrt.
mended for dry systems service,
YoltalNuts: Square necked, heat treated
carbon steel to ASTM A•449. --
0 Optional: Zinc plated to AS'M A-165. I z
Z
x I '.
7
FNomtn 1T Pspa Max. Wkg. Max. End �— Allow T Cou�llnq Qlmenslons Approx.
Size�O.�. Pressure Lo.d Pipe Endt BoWNut >iYWgt. Ea.
Innhas Inches PSI' Lbs.' Sep. In. No:Size Inch-,s Lbs.
�� .� ' 7 r rr ...�,^�Y 211- _..87 1 r t4 c
N nnn Inches 1millimeter�
2.975
_. ._175 . _._. ... 1 115 007 ._ °... _._._ _ .1191 . I _ ,06 1 HF. 16
2 . 375 175 U 07 3 41 4.00 1 b
607 1?00 J4S0 t 7 7 l.7____
6 ^0
GB _ 71.0 12.00 50"n 1,1 09 129 47 0,9
__ ._ _ .. ._... - 1 _x :1/: ..'_._ >
4 � l.'00 1 Cf�A - U.10 s x 4 /° S15 144 10 2.:1
NO ee9 � OQ 470 1,7 L tU 144 V t,0
. . _ ._. _ I
e 2
100 114,3 1'70 177:.5 t t r+ 145 175 57 1.4
_
.. ._
S 556'1 tr e 4 ` ;0 016 G8° it 66 107 50
125 L let J t 'UO 18920 4,1
'k x ^`� 1 22U SJ 27
8 662ri 175 6010 G 1G 7°1 9 i 2U7 8,
ISO tesa 1200 creep e1 . _� 'A x r'/4__� 201 2A7 57 2e
_1 _. .�._..._. ._.__
'Working Presente snit End lard oe tole)lorcoa,including equivnlem atonal loads,basod.in stand.:d weiHhr steel Pipe,standard roll or vel 9n)0v
ed in arcordancs with Vlctauli; epaciflcellons
IFor flalat Imtallasion only. Style 0d0 Is essentially rigid and does nor permit expaosi,n or comractlon.
ver always be,de ressurlaed ur,d dmineo before attempting oisasssn!biy and removal of any Vlc4ullc Pipi no Producls.
Tipg pWgTgCTION COUPL�NQ� AND FITTINGS
;
•tyN
F
Potect
We PeLl 1111191d COYp11n0 R FireProtection
ee
For mm Proweft Serrml as"W1111
0M 'A 11�w
r�1 �I .t �Mr vlMpepM�nM�iMa1Mr
�MI�M•MNOIM(i00 IrAlll p
t�jjlMynslrgMN/MItO "� pyyMrrWO`IItM�M1eN11M
404
111sIMfYs•Ot01MNIMwMt '1,¢.�►(�,/��1�'11► Mp,Ntvl�OtOtMwMlMrtr•
RINIMN s*W* wm t
wwvr.l.Wwem ow"mm Q
_ 'lmldnie I
f111eeIM IbMelOwee '
WMe tM •Iq M.Im• .flJet
estate. 4eee �,w 1 Ne.•tee Inelle� i w n w`Y
all r••
MM,, NeNu1 +M LT, 'A 'M r
1
i , , 1•NwIN ' k 'i �, ' }
e. � yt0 1•NMIN �'i �' }•,� } Y e.! l4 I , 0
1al ; � t OyR 1•tOw pO , I 1 I 1 xpe e
1 ',� i � 0.11 1•Nw1N Ili " � }' � s
,.is 74.0 !
1
STYLES 920 AND 921
MECHANICAL-T® OL
••
BOLTED, BRANCH wimosoom OL oft wam
OUTLET ' L P1;
sl -
Ll
R 1 - -
eeptt pe R �� 1
to
to
1 -
' +z, r' - a o
a= 4,
x 9a, - , o
e
S"W mese x 1 021
1
tail 021 JIM
' ; z ,'
, 92, 1 211 3 - , 9 4 a to -
Roe 20 ni 11, a .d
T _ �, 41 l ,1�1 3 t9
Sx 1'h 920 500 2 2 21 e z a 4
x : 1 - _
.fl eo el� 9zo 2 z r a 2 e 3.4 -
IL
W JAUL
oo 3.4 x u 920 63040 21 7 r , 3 2 6 4 4.4
141%
921 300 11i 41 2w'1a 31 - 8 to
style 120 with 9roee•d"flet 1 - ..
4 x�4 921 300 1 �' '•' e 3 6 3 2.0 - ,
` 61
"T 10081 921 '1 it 23111+ isy �G - Y1 e 3 2.0 -
a6`Ixi� 920 514 50.1011 2 5i. e1 t 4.1 2.2
1 i -r-
411
01ia 420 j 4 Sol 2t 941 i , 4 ,? Sy S 4 5.2
2M 500
•til• exa with f•rn•le hr•esed outlet 100850 3,4 X111 5Z Ove X47 3.5 S,3
x * 920 500 2y, 2f 7A 4 4 n' 5.7 5.5
-rTJ_4 99� ,
rl 100180 920 34 $00 8. 21 !1 ti. % } 17y, S 6.5 5.6
x 114+ S00 2 2 aA / , 4% 3y, 9 8.5 6.3
1a0 J4 50 4
�-- :1++ 920 500 21 21� /'/ 4�, 46, 3y 9yr ea e.s
apt•szt
125,50 3.4 e3. , 1200
1.
x + 920 500 25'4 2r 3'�q 4Y', 4 , 3Y. 9% 7.2 7.0
Style 920 Mechenical-T la available in Ills r ! 4 1 4 AU It
sizes from 3x 11/1"(80 x 40 mm) S e,3+ ,320 500 J1 JY, / 5 / 3%, 9 She 8.2 1.2
through 8X 4" (200 X 100 mm). Outle•n 1251 e0 4 I 1 +
are available grooved or female 65xoz'4+ 920 0 2 ?'V's SI�r/rl/ Sa 5'/1 3'yye 10 3y, 7.8 7.5
threaded. Two Style 920 upper 6x2+ -- 34 2' 2 P ' 1 - 4
housings rna' be combined to form a 9S2 is
20 /i` 5/. SK y 10 4x 1.9 7,0
g y 1501 s6 3 4 �. 6e 2.7 leo I V t 4
crosa�type connection. Holes for this 6x 214+ 920 500 2Y, 2r1A 44/„ 554 Sys J1y 10 4% 8.7 e.4
application must be cut on the same 150165 3.4 69.1 _ 77.0 '0,14 r i.
centerline. Mechanical-T must be _ ea3+ 920 500 J' 3% 4!11 5$ 5'h 31y, 10 5% 9.9 8.5
Installed with centerlines at a true 90. 150 _ .3a 88'1 , 114 t 7 t a1414
angle. GAI- nixed housings available. 614+ 920 °JO 4$ 4y, 4y, S% 5% 31y,f 9% 8 , 10. 9.4
4 49 J, O ro loss u 4 a
For Style 921 a U-bolt replaces the 6'h 0.0.1'1 920 500 2' 2y 4,111 51,4 5y, 3Ye 10 4% 719 7.6
lower ca. Style 921 is available with 1 x 14 } n , ti + _ IAu I 4
female threaded outlets oriy. Cross 616 0,0.x4 920 500 414 4% 4'/4 Sv, 5% Sys 9% 6% 10. 9.4 i
connections are not recommended with 1 I0 4 114 J JqL 1 1�p�_ _ 176.5 , 1 4 4 J
Style 921. AvaileGle galvanized, 81254+ 920 500 2Y, 2% Rut e'L 614 4111., 11.4
200115 J.4 696 73.0 tJl9 _ 'S6.A 1seA I 17 Iti_
+Available w.in 9,o,wed no tamale mroaded outlet. 6x3+ 360 3{S A 5' �8' By. 4y, 12 12. 11.7
Spirlp choice on bider tfloaeo_ 920 J4 ea.9 I 7 le .I _i�, I i!
"Center of run to•n9a9ed aiy end.lernal• BxA+ 500 1!4 5Yu 6$ 6a4 4rh 12 Byi 15. 14.0
Ju
threaded ouuet only(Dim•nalonueproa.1. 2002 Intl 92^ J.4 1110 t,]-5 Ul9 ,61.9 161,9 1230 3 41116
1 a
*Center dl run fit and of Ilnln9.
29 FSK'+ 1Au o n WAR
1 • •
Cases— -0•OeYt no No 45 ,
FIG. 66 AND FIG. 66
REVERSIBLE C-TYPE BEAM CLAMPS - 3/4" AND I-1/4"
THROAT OPENINGS
Slits Range • (Fig. 65) 3/8 thru 5/8 inch rod 8 -1 FIG.ss
(1/2 thru 10 Inch pips).
Size Range • (Fig. 66) 3/8 thru 5/8 Inch rod t) ) 1 A
(1/2 that 10 inch pipe). .1_
Material•Carbon Steel with hardened cup pal-it
set screw and jam nut. t
Function • Recommended for hanging from steel C
beam where flange thickness does not exceed 3/4' 1 _ t ,
(Fig. 65)or 1.1/4'(Fig. 66).
Features • All steel construction eliminates II
structural deficiencies associated with casting type _ l
beam clamps.
May be used on top or bottom flange of the beam.
(Beveled lip allows hanging from top flange where
clearance is limited.)
May be Installed with set screw in up or down
position.
Offset design permits unlimited rod adiustrrznt by FIG. 66
allowing the rod to be threaded completely through
the clamp.
Open design permits inspection of thread engage- p
ment. 11
ApplicationNote - Fig. 65: add 1.1/2" to rod E
length when clamp is to be used in set screw up
position. C I
Fig. 66: add 2" to rod length when clamp is to be I
used in set screw up position. �_ -' I
Approvals -Underwriters'Laboratories iisted and -
Factory Mutual Engineering approved. Conforms •vim
to Federal Specification W W.H•171E, type 23,and = �•=
Manuiac:urers Standardization Society SP 69,
type 19 and 23. Exceeds requirements of the
National Fire Protection Asscciation (NEPA),
Pamphlet #13, 3/8' rod will support 1/2 thru 4" F
pipe, 1/2" rod will support 1/2 :hru 8" pipe. - -�
Finish • Plain, Electro•Gaivanized, HUG, and FIG. 65 rAHLE
Stainless SteelROn ' ---"� --`-- MAX APPnOx
Order By - Figure number, rod size, and finish. SIZE PIPE
REG. WCIo(T
A SIZE H C 0 E F-- LOAD LDS. PVP 10r
3/3 1/2 4 1 - 3/16 3;4 1 7/16 1 _1500 28
5/9 10 1 1/'2 3/4 1 9/16 1 1/4
q 517E PIPE REc. WEICNT
A__. SITE - - av- —C„n _ E F _LOAD Lag. PER 10'
-=-•-`_ a II 3/8 1/2. 4 1 3/16 1 l/4 1 7/16 1 1500 ,61.. :,z..
5/8 10 1 ul/2 1-1/4 1 9/16 1 _1/4
• � atee .eta
eePMMM�eae MPelel
FIG, 700
"T'RIMLINE" ADJUSTABLE RING HANGER
Site Range • 1/2 thru t Inch pipe.
Material •Steel, MII, Galvanized to 0.90 speei-
ficadon.
Function • For !iris sprinkler and other general
piping purposes, Khudad swivel nut design
permits hanger adjustment after installation.
Spring tension on swivel nut holds it securely in
hangar before installation. Swivel nut Is easily
nmo-md.
Approucls•llnderwritery Laboratoriu Bated and
Factory Mutual Engineering approved, Conforms
to Federal Specification WWH,171E,type 10,and
Manufacturers Standardization Society SP-69.
type 10.
Moximum Temperature • 650'F
Finish • Mil. Galvanized, HOG, and Stainless
Steel.
Order By • Figura number and pipe size.
� F1.
I V0
C
1 �
STOCK RLC. WEIGHT
PIPE SI7�pF__�
3 1;8 518 1 318 169ax5/8 400 li
1/28 �. , 1' "r?" - `.-: -r '2yi+ 11490.s.5t� Q •._,
1 318 3-3/8 2-5/8 1 • 1r8 169aa 5r 400 12
14
1 112W 3`8 3 7.& 2.7/8 _1 loge.:?=°
il
%iSz17
r-, ..
2. 1/2 3/8 5 5;8 4 l;8 1 3/4 169n r 1 \ L r
../_ �'�JTIni1 ,n^r n-�w-....'•T "'l'�,17�I"'•.""..!._�b9A C.�.,,_ .._��.eu. •'..' 7�
L. _SL�
i •t!8 5 1/4 2 2/8 169a r l 600
3 .1A 7
'i+--'•Sr .,r'•^C'. ••�--- �••�:��A41i'1� T` '1•--.•.>s �
5 1/7 9 1,8 6 1/4 2 . 1 yx 13/141250 66
_ 11.1 tS9a.Y__?/_l .12s�1 136
_8 t/2 13,1/8 3 :ila _1 tr4 129a a I Li4---1.250-�` i36
.i
Hydraulics Summary Sheet
L. NOTHHAFT AND SON. INC. ' ' 06019nor: NICK NOTHHAFT
4101 FOX STREET Cao By: RICK CAMPBELL
DENVER. COLORADO 80216
m
(303) 433-3329 et JUNE 23, 1994
871 ,
Project Information Hyd auQcs
NEXAGEN Information
4899 NAUTILUS COURT Demand... I
SUITE 502 Spr Req'd Pres. 50.77 PSI
BOULDER COLORADO 80301 Spr Rsq'd Flows 340.45 GPM
Add'I Flows: 500.00 GPM
Confront No.
Hose of Srco: 0.00 GPM
01 Total Flow: 840.45 GPM
Building: ROOMS 124 9 Total Prost 50.78 P' (
System ID: REMOTE AREA k1 Static Elevt 0.00 Ft
Ref. Drawing No:
Supply...
Construction: Water Flow Test
Occupancy: B2 Static: 95.00 PSI
Authorltyt BOULDEG FIRE PPEVENTION;ISO Residual: 90.00 GPM
Oty Flowing: 1481.00 GPM
Elevation: 0.00 Ft
SySTem Information System Type: WET Dato:2 -3-92 Time:--------
By: GOULDEP F.D./L.N.S.
Hydraulics Design Criteria Pump Data
Denslty: .40 GPM ;SgFt Rated: iNA) PSI@ fNA) GPM
Remote Area: RODM SgFt Boo Pres: (NA) PSI
Sprinkler Coverage: 100 SgFT Discharge Pres: (NA) PSI
Design Standard: NEPA 013 ( 1994 ED.) Dlachargo Flow: (NA) GPM
Hazard: CXTP-) HAzr;r,0 6POLIP II Combined
rigurs: 5- :.G Curve: b Static: NH) aS1
Residual: i NH) GPM
Sprinklers / Nozzles Ory Flowing: NA) GPM
Mranuf acturer: ;:ELI HBtE
Modom: o I Available...
Size: 17- 2 �P) 9.4—'5 PSIIt 94(j.45 GPM
K-(actor: :+. ;' i IF) 50..'3 PIFI 4905.60 GPM
I
Temperature Rating: _ 5 o
I I
Margin...
l Pressure; 4L. +? GSI
I II
I
' ..rynr rov: x veynH y„o-n.r ” "fiq Hr'Aruutlae �
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SU$MITfAL SERIAL N0:2009MY1 06-23-1994 PAGE 1
■rrrar■rrsr
MOST REMOTE
AREA N1
: �Irrr�rr�rrr • � •
FLOW TEST RESULTS
Water Supply
STATIC 95.00 PSI
RESOIUAL 90 .00 PSI 0 1481 .00 GPM
CITY PRESSURE AVAILABLE AT 840 .4 GPM 93 .25 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
--- ---- ---- -------- -------
201 38 .40 26 .78 8 .20 21 .93
202 36 .75 35 . 20 8 .20 20 .08
203 36 .27 35 .20 8 .20 1 ) .57
204 38 .50 38 .50 6 .20 22 .04
205 38 .31 32 .54 8 .20 21 .83
206 37 .78 32 .54 8 .20 21 .22
207 38 .45 34 .81 8 .20 21 .99
2014 38 .26 32 .54 8 .20 X1 .77
209 37 .72 32 .54 F3 .<0 21 .16
TOTAL WATER REQUIRED FOR ;Y$'IEM 340 .45 GPM
OUTFLOWS AT 1 500 .00 ,vM
TOTAL WATER REQUIF-,EMENT 840 .,3; GPM
PRESSURE REQUIRED Al" 0 50 . 78 Pel
MAXIMUM PRES'oURE IJNI3ALANCF. :H Lin.iF" 0 .07 P°, I
MAXIMUM VEI_OkAli IN 1-' 11-'ti.'` 1 • ,0'
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aw 0 97.72 FOO F 0.00 PC 0.00
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43111 13100 38.26 1 .667 L 6.00 0.1620 PT 33.36 ( 111 )
0 76.99 F=0 F 0 .00 P8 0.00 1
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109 11000 38.45 2 .154 L 4 ,50 0.0986 PT 24 .58 ( 110)
0 114 .43 F■E F 5 .00 PE 0.00
SNI C120 T 9 .50 PF 0 .94
S8 109 2.154 L 7 . 17 0 .01086 PT 25 .52 ( 109 )
0 114 .43 F■T F 10 .00 PE -3 . 11
NRI C120 T 17 . 17 PF 1 .69
PT 24 .10 ( 55 )
111 208 �- 1 . 104 L 1 . 17 0 .3368 PT 21 .77 ( 208 )
0 30.26 F=T F 5 .00 PE -0 .51
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PT 22 . 14 ( 111 )
110 207 1 .104 L 2 .00 0 . 1401 F T '1 .`�9 ( 207 )
u
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0 36..27 F•T A F 7 .00 PE -0.81
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ya0 -104 1 .452 L 8 .00 0.0804 PT 23 .64 ( 104)
0 06.27 F■O F 0 .00 PE 0.00
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PT 24 .28 ( 103 )
103 2202 1 .104 L 8 .00 0 .3127 PT 20,08 ( 202 )
0 36.7c FuT .E F 7 .00 PE -0 .51
DR C120 T 15 .00 PF 4 .69
102 30300 36.27 1 .487 L 8 .00 0 . 1413 PT 24 .26 ( 103)
0 73.02 F■O F 0 .00 PE 0 .00
8N1 0120 T A .00 PF 1 . 13
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.q ::.a44o.*6 F&O F 0.00 • q. 0.00
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3.260 L 14.50 0.0905 PT 25.96 C 51 ) 5
0 340.45 Fro F 0.00 PE 0.00
p NC C120 T 14.50 PF 1 .43
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0 340.45 F■T ,c' F 22.00 PE 0.00
NC 0120 T 126.92 PF 12 .50
S 10 4 .260 L 2 .33 0 .026A PT 39 .99 ( 10 )
0 :340 .45 F■2E/T F 40 .00 PE 0 .00
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0 340.45 F=CV ,aV F 34 .00 PE 7 .74
FR C120 T 51 .$7 PF 1 .314
1 2 6 .400 L 150 .00 0 .00:'8 F•T SO . 15 ( 2 )
0 340 .45 F.T ,GV ,Z� F w) .00 PE 0 .00
UN 0140 T ::1Ll .J0 FBF 0 .61
COMMENT: A00 SOC' urm FOR UUT5UC+E MOSS STPEAii ALLOWAN.-E
O 1G0 500 .00 6 .400 L 1 .00 0 .O14t 1 T 50 . '+:, i 1 )
0 84C .45 (-pu F 0 .O0 PE U .GO
UN 0140 T 1 .v0 r1: L! .01
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MAXIMUM RRE:i$Vkt LiNbALANCE IN Lir+.'1>., > •v: F 5I
MAXIMUM VELOCITI' 114 PIPt- 0 + FF
! S1CMA DYNAMICS CORP. 7700 Supply / Dern ver Graph "
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200 4J1) 600 a00 1001 -1;00 1100 1600 1800 2000
Water now (GPM)
System Demand.. Water Supply..
Sprinkler Dertw�t)d 50.7; PSI @ 740.45 GPM Static 95.00 PSI
fhduittcn l Flows 500.00 GPM Res Idua1 90,00 PSI @ 1481 .00 6PM
Hof.e 9t Soul CB 0.00 GPM Elevation 0.00 PSI
Total Dem,9nd 50.78 PSI N 340.45 GPM
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i UTAL PAID M.
NOT VALID UNTIL STAMPED PAID
DATEt 1-4-AS ums , 47*s4s'i1n_=,tf� DATRo '1-,6—I5 \ T=..
Aommil 4
'" -+"2 ADDREEE= (egq KgA,� SCJ �t- #rte
TTPE/CCOIRAPM CONN DNELWUNITB LIN/LV/UN TYPE/000UPAKTI 0QM '`DMELWUNiTB UWLV/UN
CONTR/ONNERs G C"NTR/ONNER: �1�Q IUj.t. Q m ) 2&
TELEPNM t � —$ `t'1 TELEPHONE t 4 9 3 -x141
PLANNING1 (Per approved Plana) PLANNINGt (Per approved Plans)
ENERCTt ENERGY: _
LANDSCAPINGt LANDSCAPING:
PARKING LOT PAVING: PARKING LOT PAVING:
FENCING/TRASH ENCLOSURE: FENCING/TRASH ENCLOSURE:
:
SITE DMI
SITE DFAINACEI
FIA6 COBE REQUIREMENTSt FIRE COBS REQUIREMENTS:' _
HOOD INSTALLATION-
8 1 DEMLKS i
NSTALLATION:8IDENALKSt SIDENALKSt
RIONT-OP-MAYt RICHT-OF-NAYt
(Curb/Cutter/Alley/Sidewalks, etc.) (Curb/Cutter/Allay/Sidewalks, etc.)
HOUSING: HOUSING: ^_
INCOMPLETE' DATE: INCOMPLETE' DATEt _
1 ACTOR TIMEt 1 FECTOR _` TIME'
COMPLETE: ! bi:/' DATE: COMPLETE: * y` A Ij DATEt
INSPECTOR TIME- INSPECTOR TIME-
•rePtwIMBL RMFlpetbNw grrtFttteMlMe WtlwP.fs. Ulm P.O.W. pm"P.li/. OMeG1P.tWB
0•Ik M to` =a
Aside. -VJAIIIAW- I W— )
fto
CSD ��•+•� • •MT
• •
IM AIMS f / ` /�'�►lrf��1�S r` ._ __ pM 7' VALVAT1011 ILNw Or Mobs l•
COON RACTOR� 1
/� /'/ /ir k$W AfIMYee OF 'Wn.Kr7 Due
M1w Address i rl t ' / Lktenaa N.. ELLS T°«Ne.,2' —� (N*Mu""Illow. PMw MwgMn An hMdwMy:
p WIN Mb Nwtw�d11PM1A NN pMMMI
J OIgNWB►sT!/«�i�, G0, �(IJpI Jeb Ma Te Hoes „ ew of IM MtMM 1 rM_ UM
TM.Me.� TN.No. ._, TN.No. _ W(N I MS- 0 seothw dwelling?
LL 't ' yce
2 MOCRIPTIONOF WORK: e'l ted Se"er-oft, far J/t'o'rts
t, � ^ Wce ler Sal Ilos budding an
DE•CRBIE •LDOU•E �,ee •O!T e✓t� eetsaaorVbuilding? yee.... _-. NO� H
FLtM CM 22 1111 EIECTRICAI PERMIT
IML DESCRIPTION W.WWWWWOTemp. Conti Poor.Met No._ _ __._____- Fn_._._
Lel —_.___—�_.__.._ Block ___ _. __.__... - .. Contractor Name . . -. . __..Reg. No. . No. Unita-. Val—
New Work ------- Add./Rem..... SO. Ft. Unit No. I _ M. Ft.Unit No. t ____...._ -.Fee---
Sttbdl.lekm New Sac Chi. Sac Siee/Idain_.._ _-. Baseboard Else. Hill
mI aModel state the show is correct,and I o rw to comply I agree to perform this work in complts we Forced Air Furnace - -
0 wRb NI GW Ordinances nipMabng construction with the Codes of the City of Boulder OtMr
2
tee a Date 5 nun o1A iKwn Dom
0 aeofOwtwv scat PLUMBING PERMIT
DU NUt WHII( HItU'A IM'. I X1+1
{ Typedh. _.tin r___ . Oa. Group Contractor Name Lic No No Unm Vol
•gtAndMee! Vials No Date w f �= Now Work/Baths Remodel/Baths Types of Futures/Nn
Types of Fixtures/No Other
Fee
rAy ��.
�1�11� d
-- -bY—Y: - .. I agree to perform this work in complund with the Colds of the City of Boulder
i1rsN Ife this A Jar'
u/ / (y
.-ST Due " "�]
- _ ____ IPilloried bD•N Sni.aW,O nl Ap,heiiri DeN..
Building PermitFoe S /:.. :��:.___ MECHANICAL PERMIT
,y —
Plan Check Fee ` S ..__..:__. Contractor Name lo: No Val Fee
Eleetneai Permit F am _--- _ ., _ Now ;tape., Replace 11111 Rating HP Location
Meelisrocal Permit foe j lint Water Hit Sealed Comb Ihr Space Hit Mot #4t# (:nmlon �bnhng
/t 1 raw Twee IIu.Ier 1691, Prot Boder Duct furnace i nr cord An f u ace
mumbenfpeiwifi-Fje $ __. .,.: ._ _
Use/Solo La S Ventilating Equip Refrig•'spon System ,at Pipm9 Other
Energy S
I agree ti- perform Mo work in conipbonce with the Codes of the City at boulder
__. -
Porkrwoc Fes S . . _
TOTAL $ Inertia by on• erenotme of Applrceet Date
li+,id--7ea�`reelte)
240189 OtatNst UNITY
Type of Oectgeney
se..et want
Lot Area -IownsIoft
Nwrer of ►loon M
ight_ rrentep
Total floor Area of Principal Buildings Accessory lulldings
Open Space Required Open Space
Nualler of Units Perlsittae Nundier of Units
Change of Occupancy from to
Number of Parking Spaces Required Provided
Principal
Interior lot Corner Lot Through Lot "L" Shaped Building
New Construction —Add i tido Alteration
Landscaping, Paving, Screening or Barriers Aeauired
Describe _—
Comments
North
D E P A R T M E N T A L C L E A R A N C f
Site Drainage L flood Cunt rul Inti neer Dale .. Accessory
_._...__.... . .__. Building
Transportation Engineer _,._._. hate i
V iter Uti I r ty Engineer._.__ _ Dale
Stover Utr lr ty Engineer hair
P Uevar tine it 1!ale ..-._ _.
E rr a^.r� v meal lr, Giller l.a•n'
1„n�nl PJmrr.lr a l"r
Nr 5: air'
Current Manner OdtO
Historic Landmark A
DDroval Date
Energy
.Date ._. ._--__-----'-