400 HIGHLAND AVE - BUILDING INSPECTION (19) C-M-OFSALEN ---
PUBLIC PROPERTY
DEPARTMEINT
K1%13 JUEY DRMC0LL
MAYOR 1?0 WASHINGrON STREET 6 SAU MASSACHLSEI-M 01970
TEL,978-745-959S 6 FAX 978-740.9846
APPLICATION FOR THE REPAIR, RENOVATION, CONSTRUCTION,
DEMOLITION OR CHANGE OF USE OR OCCUPANCY, FOR ANY EXISTING
STRUCTURE OR BUILDING
rProperty
MATION
Building:
VVV���JJJ s: H=GN�.AdD FpLACZ
4SAGEirt �dA14 A9 D 970
ated in a;Conservation Area YIN Al Historic District Y/N
2.0 OWNERSHIP INFORMATION
2.1 Owner of Land 12oC j--t--T MA iJAiCFz�—Z
77
Edd
�1�. k�cpi✓DALt- �A7kan/ ,v.OAPr �
Lvivm; Ala 0/90-2 946/ — sai — 7333
3.0 COMPLETE THIS SECTION FOR WORK IN EXISTING BUILDINGS ONLY
Addition Existing
Renovation t/ Number of Stories Renovated I
Change in Use New
Demolition Existing SiSoo
Approximate year of Area per floor (sf) Renovated 5r 800
construction or renovation
of existing building New I r 7 O
Brief Description of Proposed Work:
rs:_ Od7 OF k�s-rx i✓l�: S7�Ari wzT�1 r�/
4aa=-ra6pJ 0.= i,960 5-1= �7A4�> irG&6,7 /!/1�ZLA•1fsAl
�,ysAJ 'T<J�' 1=zzs�/rGr S�-�GTislz� . /=sr-CSr/T"
�%JGGls�S' >'=•;CAivl k'-ocYYlS / OP�GAL ��:A:.-L�
Mail Permit to: 96 swA+mr�scbrr �.
c.d�EmT 2 �o
What is the current use of the Building? 0.-0 GC(/lp= E n
Material of Building? /11�-Mc �zAm� If dwelling. how many units? N/A
Will the Building Conform to law? YX5 Asbestos? WA
Architect's Name GizAzAi-'>O VF LZE"GO A eeNr%�cTs
4XT r-4 j/dYaF3o2
Address and Phone /Y/4 2Lv�GEr/Fd a . /YIrO n19�r5( ) �S - l031 4 9�9
Mechanic's Name G0,C61'1 Gon/stlZUcrzc�nJ s[ O. , �N�.
Address and Phone 9� S;v oin�51 vrr � S4 1>1A 0197 0
Construction Supervisors license# 04O'317 9 HIC Registration# N/A
Estimated Cost of Project$ 'S25-9000 — Permit Fee Calculation
Permit Fee$ 517160— Estimated Cost X$7/$1000 Residential
Estimated Cost X$111$1000 Commercial
An Additional $5.00 is added as an
Administrative charge.
Make sure that all fields are properly and legibly written to avoid delays in processing.
The undersigned does hereby apply for a Building Permit to build to the above state
):re6specifications. Signed under penalty of perjury X �°
Date �- Z�
of
N
y � .
N
F Y o o
-- 1--- — - --- -------- -
--.
AFFIDAVIT
I Randall Patkin, on oath depose and say as follows:
1. I am one of the Members of Eye Center of the North Shore, LLC, a Massachusetts
Limited Liability Company,the applicant for a building permit to construct a
second floor to the premises currently under lease known as suite 19 and 20 at
400 Highland Street, Salem, MA(the"Premises") and make this affidavit under
penalty of perjury.
2. I can state, on behalf of the aforesaid applicant, that there will be no public
functions on the second floor of the Premises and that is my understanding that
any change to that policy by the applicant, or any future occupant (affiliated or
associated with applicant) of the Premises,will require vertical access per MAAB
regulations or a waiver issued by MA-AB.
Signed under penalties of perjury this qTN day of March, 2009.
Eye Center of
the North Shore, LLC
BY: /
Randall Patkin
COMMONWEALTH OF MASSACHUSETTS
SS
On this 401 day of March, 2009 before me personally appeared the above
named Randall Patkin, member of Eye Center of the North Shore, LLC, and signed this
document under the penalty of perjury as his free act and deed.
a
Notary Public
My Commission expires: �—
CITY OF sAI;EM
FIRE DEPARTMENT -FIRE PREVENTION BUREAU
29 Fort Avenue Nc �jC£2 3
i = Salem, Massachusetts 01970-5232
PERMIT TO INSTALL: Date
Sprinkler and/or Standpipe System
Owner's Name:
Installer's Name: ,� ftb
Permit is hereby granted based on approved plans, to install the system designated above. All plans are approved solely
for identification of type and location of fire protection devices. All plans are subject to approval of any other authority
having jurisdiction and issuance of a permit by said authority. Upon completion,the Installer shall request a test and file a
Certificate of Completion or Inspection_
Location: 4tD �A &Mh t,
I(ihe for n by 9reel and no-,or C nbe In such menrrer ss la MWIda ade ume iaerxMrcet of IOnj
NOTICE: CONTRACTOR TO REQUEST FINAL INSPECTION.
� � ' j � ISigrvlure cid grenll.g P^^^"1
This Permit will expire_ S1 ol
(T{4IS PE MIT MUST BE CONSPICUOUSLY POSTED UPON THE PREMISES.)
Form#a,E (R ev.9/91)
CITY OF SALEM
PUBLIC PROPERTY
DEPARTMENT
�41tda l-V WAUMM U Sacas•sK�wswaassrn O1970
Tft. US-""*PAZ M74MG44
Construction Debris Digmd Aifldavit
(required int all demolidos sod movadaa work)
b aceadance with the sixtk edition o(dw Start bluildins Coda`M CMI sead=111.!
odw*and dw provision ofUM a 406 S A
Buddies Pat. M it issued wish dw oondidon die the debris ma ddns stems
this work shall be disposed of in a propwly licensed waste disposal&duty as defined by M(3L a
I 11.S ISO&
no dells will be transported by:
i
15t?z c 2 �S'Pt>s—A L I
(alms o(bssisey
77u debris will be disposed of in:
%12ANS '�sV�� /�d�k�TSNGf
(same o[Fxility)
e� f,;A Am 6 196 Z--
(addrw or tuuity)
sfynasys of permit rppuoaae
dos
�etriwr.we ,
CITY OF SALEM
PUBLIC PROPRERTY
DEPARTMENT
lAYM
t2o VAvO?,10r teS%jW a ULn4 M&UM VsAM0lW0
Ten:9W43-9595 a FAX 9W40.9M
Workers' Compensation Insurance Affidavit: Bu lders/ContraetorsMeeMdanyplombm
Applicant Information
Plewew tM •Legibly
Name l y, GRoom z:b"s7&<,, -,o,J 00 = .
Address 9fo Srvv�or»n�corr �,�
City/Stuamp: f 4 Gs M j MA o e 9'I o Phone# 8 1 - 59<—
3p3�
An you as employer?Cheek the appropriate boss
1.0 I am a employer wits r15' 4. 0 I am a passel connaeter and I [113.0
"ad'pre)eet(t equleed):
2. I aim aysole(!Wl endless past-time}• have bleed the n ❑New ccamuctioa
proprietor Of pateme• listed on the attached sheet i ®Remodeling
ship and have no employees These saw
working far me is a�capacity. workers,comp innnaoco ❑Demolition
(No W011ere'comp insurance 5. 0 We am a coeporatIm and its ❑Building addition
re4uited] o$k ma have eAw sed rhea ]Blecetical repaies a additions
3.[31 am a homeowner doing all work right of mcemPeiao per MGL 0 Plumb'
myseit(No worker'comp, 0. 152,11(4),and a��
no ng t a addieicma
insurance requsrnd.)t employees.(No w 0 Roof repaircompiunnames t Other
f am.ow .w avibieft etI=MM ew tin ar dw ft4fo%bdw sea der dm*w=k=,map.erWN vy(er baie.uca
tCoatne•tw dme&ak ate bat most rtaeh i �'n wank and ohm krm amide amamaw mat aemk a amr SAWWk�s gaol n6oeiaa i6e mse ore,. sad dwk uakeu,amp poft bttb,miews.
iwjorw
f am an en y4ryes?ileat b proNJ/wr warFerr'eowpaa+adow/mw►awci jar pry esployeea Below b orb
poley aw/Jo1 sbt
Insurance Company Name: -=SF2—'Cp /YJy pU,q L
Policy N or Self-ina.Lie,N: WC1- //I 25?713 - O 18
F.apieadon Date:_3�10
Job Site A AV,�.v[/�
cityiSftftQ7 . S,d e-f Mr /1 A o l9?o
Attach a copy of she worksn•compensation policy declension pap(showing the policy number and e:pbrsdon dab Failure te accuse coverage+as reWi ed under Section 25A of MGL a. 152 can lad m an' }fine up to f 1,500.00 ardor one-year imprisonment,as well as civil mP�ties of penalties of a
of up to f230.00 a day against the violater. Be advised a penalties m the form of a STOP WORK ORDER and a fine
Investegatiotm of the DIA for copy of this statement may be forwarded to the ORieo of
tostttaoca coverap verification.
l do""a enaryy . 1in aw/pew. lee,olPf1lwy sitar tae Jw jorastdow provldel abort b tent aw/cor►ecs
t° Z Z S o9
78/- S92 - 3135
O/Jlcld use Ox6% Do not write 1w thk area,to be eoaWkW br efty or MM o,Qlre/oL
City or Town: Permititicanse e
Issuing Authority(circle one):
I. Board of Health 2. Building Department 3.Cl
tyfrown
Other Clerk 4. Electrical Inspector S.Plumbing Inspector
ti.
Contact Person:
Phone*
Information and Instructions
employers m pmri&workers' Compensation f«their aloha.
Massachusetts General Laws Chapterte defined m���Pa .
in the service of snether under any
ursuant contnrx
P m this stemt0.an eaepfeyea
Cxpress or imp"oral IN + air other legal mnq.Or any two«maa
m"as individual.parmasheP.association.colPatsnen vet Of s deeeasad emPWYW'ar'
O���m defined`engaged in s joint�� 1°c�er o� employ' employ However tEe
o[m iodwtdust Pam`smactati, sod who resides thstein.at the OcVVWA Of the
receiver at tritasm a dwelling houaa having net neat thsa m do msinanwco. +sanOn at repair walk ou such dam�
Owner
ofbottss Mother
�n �shall not becalm Of such emPlaYmank be darned m bs an emPloY°r"
or on the wounds«6wldiaf apt w(thh"the Issuance at
MGL chapter,132.12SQ6)elan stave that a istrser bt UhW**commonweal'far'
res awal of s seem K Perralt to operate a hughem or to aaaptabta avldaw of asP�«s the bsssrsuw cepolitie�al ssah shall
applicant wM has net P w 1�2sc(n states"Nedhar the Como
nor any air its
of compliance with the insurance
A�tionslly,M contr�&a palftntallon of public wa t until a le evudenCe
am into,
eos of this chaps bum berm pratmted to the contracting
req
ead,if
Appllennss of ldsvit completely by chalnng the boxes that applY to your situation
Pbtese till out the suw«lcros (CO a calif lease(&)Of
�s).addraa(a)and phase number(s)along PatmanhiPa(LLp)with �°y�o��the
maurnecessary- Liab�9 Conte a=«Liuntted Lability
_. p cOnqmmsanmartnerships
If m I I C«LLP don haw
mem�bat+a paeufets.see not"Ind a��t this sffids submitted m the Dapattme°r of IThe ndustrial
lalvit_
�pleyaa,• caulpolicyfi le nrsoac wvwags, Abe be ann to alp and dab the affida
Accidents f« n application far the pem3t or license is being requoted m obtain•aozlk DaPU=Om Of
be MunmedA c� Should yoo have�gnasans regard&a law or you are tegu>rad
industrial MMMMMM
compensation Policy.Shout call the 0°10°s at ohs numbs listed below. Sell insured companies should eats
se >�e mtmbar an the
CUT or Town Models l����p��a space at the bottom
Please be sure that the affidavit is complete and Printed leoly Wpdons has m contact you regarding the appHcw&
of dw affidavit for you to till out m the even which
�o�be�reference number, is addidoo,an aPP�
Please be sure m all in the parm►�mse lications in any given year.need only submit one affidavit indicating c�
that tong submit multiple
(i Pam under"Job Site Addrem"the aPPlieaot should wrib"aL location" m the
pommy information(if neceawy) or by the city of town may provided
town)."A copy Of the affida�that has bem officially stu of licensee. Anew afuduvlt mug be filled out each
applicant as Proof that a valid iffidavit is m file f r Am"Pulmits -a license error permet Or commerecal vmnus
not related m any business
year.Where a home owner«eunzm is es e�sgaid Parton is Nor mgwmd to WMPWN this affidavit.
(i.e. a dOg license or permit m burn lesv
The G of investigations would like to thsalt yen in advance for your coopetatian and should you have any 4a�ODA
not togive es s call
please do n
,s mass,telephone and fax number.
The Depattttteat 1U CommonWet M of Mmachusetft
Depu mew Of hubLia d Aceldents
of11a of Izvftd9R&52
600 WLAMPS 9bld
BadM MA 02111
TeL #617-727�900 ext 406
o�4 77-MASSAFE
Revised 5-26.05 WWw=ksL&pv/dk'SOv/dk
t
GRAZADO VELLECO ARCHITECTS,INC. LITTLE HARBOR MARBLEHEAD MASSACHUSETTS 01945-3533
781-631-4949 fax 781-631-8702
CONSTRUCTION CONTROL AFFIDAVIT
Project: Dr. Patkin Medical Suite - Salem, Massachusetts
Location: Highland Place - Highland Avenue, Salem, Massachusetts.
Owner: Rocket Reality - Marblehead, Massachusetts.
Architect: Grazado Velleco Architects
In accordance with Article 780 CMR 116 of the Massachusetts State Building Code, 6th Edition, I,
Craig R. Bosworth, Registration Number 20030,being a registered Architect, hereby certify that
conforming to 780 CMR 116.2.1 I have prepared or directly supervised the preparation of all
Architectural design plans, computations and specifications for the above named Project, and
that, to the best of my knowledge, such plans, computations and specifications meet the
applicable provisions of the Massachusetts State Building Code, 6th Edition, and regulations of
the City of Salem, Massachusetts, applicable to this development, for the proposed use and
occupancy.
I further certify that I shall perform the necessary professional services and be present on the
construction site periodically to determine that the work is generally proceeding in accordance
with the documents approved for the building permit and shall be responsible for the following
as specified in 780 CMR 116.2.2, with respect to the Architectural construction of the Project:
1. Review,for conformance to the design concept,shop drawings,samples and other submittals,which
are submitted by the Contractor in accordance with the requirements of the construction documents.
2. Review and approval of the quality control procedures for all code-required controlled materials.
3. Be present at intervals appropriate to the stage of construction to become generally familiar with the
progress and quality of the work and to determine,in general,if the work is being performed in a
manner consistent with the construction documents.
rcFtEC, A ••,
Signature
�? Z
• V S
20030
Date ��;. tJ�;
MEMBER OF THE BOSTON SOCIETY OF ARCHITECTS/AMERICAN INSTITUTE OF ARCHITECTS
a Y
'door Ad dk
. . . Fire Protection by Computer Design ,,H OF�AS'9 ryc
S
.�� LAWRENCE V
z ROY
HR PROTEC v.
No t3 p o-
ELLIS FIRE SUPPRESSION, INC. 9oPSSrOSALENc,`�
SC 116916
10 DRAPER STREET- SUITE 16
WOBURN, MA 01801
781-995-0235
Job Name PATKIN MEDICAL OFFICES AREA-1
Building 400 HIGHLAND AVENUE
Location SALEM, MA
System 1
Contract 09101
Data File DR.WX1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
ELUIS FIRB SUPPRESSION, INC. Page 1
PATKIN MEDICAL OFFICES AREA-1 Date 021709
Hydraulic Design Information Sheet
Name - DR PATKIN MEDICAL OFFICES Date - 02-19-09
Location - SALEM, MA
Building - 400 HIGHLAND AVENUE System No. - 1
Contractor - ELLIS FIRE SUPPRESSION, INC. Contract No. - 09101
Calculated By - R. LARKIN Drawing No. -
Construction: ( ) Combustible (XX) Non-Combustible Ceiling Height - 11 '-0"
Occupancy - MEDICAL OFFICES AND SUPPORT FACILITIES
S (XX) NFPA 13 ( ) Lt. Haz. Ord.Haz.Go. ( ) 1 (XX) 2 ( ) 3 ( ) Ex.Haz.
Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve
S Other
T Specific Ruling Made By Date
E
M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle
Density - .20 (XX) Wet Make VICTAULIC V27
D Area Per Sprinkler - 100 ( ) Dry Model PENDENT
E Elevation at Highest Outlet - 11 .00 ( ) Deluge Size 1/2"
S Hose Allowance - Inside - ( ) Preaction K-Factor 5. 6
I Rack Sprinkler Allowance - ( ) Other Temp.Rat. 155
G Hose Allowance - Outside - 250
N
Note
Calculation Flow Required - 594 . 156 Press Required - 58.2312 At Node TEST
Summary C-Factor Used: 120 Overhead 120 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 02-17-08 Cap. -
T Time of Test - Rated Cap.- Elev.-
E Static Press - 85 @ Press -
R Residual Press - 50 Elev. - Well
Flow - 1130 Proof Flow
S Elevation - 0
U __
P Location - HIGHLAND AVENUE AT SITE
P
L Source of Information - SALEM WATER DEPARTMENT
Y
C Commodity Class Location
O Storage Ht. Area Aisle W.
M Storage Method: Solid Piled % Palletized $ Rack
M
( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap.
S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non
T A ( ) Mult . Row ( ) Open Shelf
O C _ _ ____ ____
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
E Horizontal Barriers Provided:
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve (C)
ELLIS FIRE SUPPRESSION, INC. Page 2
PATKIN MEDICAL OFFICES AREA -1 Date 021709
City Water Supply: Demand:
C1 - Static Pressure 85 D1 - Elevation 6,639
C2 - Residual Pressure: 50 D2 -System Flow 344.157
C2 - Residual Flow 1130 D2-System Pressure 58.231
Hose (Adj City )
Hose ( Demand ) 250
D3 -System Demand 594.157
Safety Margin 16.113
150
140
130
P 120
R 110
E 100
S 90
S 80
U 70
R 60 D2
C2
E 50
40
30
20
10
D1
200 400 600 800 1000 1200 1400 1600 1800
FLOW( NA1.85 )
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Diagram
EWS FIR&SUPPRESSION, INC. Page 3
PATKIN MEDICAL OFFICES AREA-1 Date 021709
85.7 42.1 21
8 , 5 , 4 , 3 , 2 , 1
63.5 21
1 857
I 86.4 42.3 21.1
7 , 23 , 22 , 21 , 20 , 19
1 63.9 21.1
1 172.1
1 103.2 60A 20.1
8 , 18 , 17 , 16 y15 14
1 81.4 40.1
275.4
68.8 22S
9 , 13 , 12 11 , 10
456 22.8
1 344.2
I
NPl
i
1 344.2
TOR
1
344.2
I
BOR
i
1 344.2
BASE
i
1 344.2
TEST
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
ELLIS FIRE SUPPRESSION, INC. Page 4
PATKIN MEDICAL OFFICES AREA-1 Date 021709
Fitting Legend
Abbrev. Name '% 3/1 1 1'% 1'h 2 2Y= 3 3'% 4 5 6 8 10 12 14 16 18 20 24
Alv Generic Alarm Valve 0 0 0 0 0 0 7.7 21.5 0 17 17 27 29 0 0 0 0 0 0 0
B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0
E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
S Generic Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130
T 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Computer Programs by H dratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
ELLIS FIRE SUPPRESSION, INC. Page 5
PATKIN MEDICAL OFFICES AREA -1 Date 021709
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual
D001 15.33 5.6 12.76 na 20.0 0.2 100 7.0
D002 15.33 5.6 12.76 na 20.0 0.2 100 7.0
35 15.33 K=K @ EQ01 15.22 na 21.21
34 15.33 K=K @ EQ01 15.72 na 21.55
33 15.33 K=K @ EQ01 17.22 na 22.56
32 15.33 K=K @ EQ01 13.54 na 20.0
31 15.33 K= K @ EQ01 13.99 na 20.33
30 15.33 K= K @ EQ01 14.95 na 21.02
29 15.33 K=K @ EQ01 16.11 na 21.82
28 15.33 K=K @ EQ01 17.64 na 22.83
27 15.33 K=K @ EQ01 18.21 na 23.2
26 15.33 K=K @ EQ01 15.03 na 21.07
25 15.33 K= K @ E001 15.52 na 21.41
24 15.33 K= K @ EQ01 16.7 na 22.22
19 15.33 K= K @ EQ01 15.11 na 21.13
20 15.33 15.9 na
21 15.33 16.02 na
22 15.33 16.54 na
23 15.33 18.11 na
14 15.33 K= K @ EQ02 14.01 na 20.06
15 15.33 14.25 na
16 15.33 14.72 na
17 15.33 15.73 na
18 15.33 17.03 na
10 15.33 K= K @ EQ01 17.52 na 22.75
11 15.33 18.42 na
12 15.33 18.56 na
13 15.33 19.16 na
1 15.33 K=K @ EQ01 14.92 na 20.99
2 15.33 15.7 na
3 15.33 15.81 na
4 15.33 16.33 na
5 15.33 17.54 na
6 15.33 23.93 na
7 15.33 24.0 na
8 15.33 24.28 na
9 15.33 24.81 na
WPt 15.33 38.25 na
TOR 2.5 48.65 na
BOR 2.5 49.97 na
BASE 2.5 56.47 na
TEST 0.0 58.23 na 250.0
The maximum velocity is 14.9 and it occurs in the pipe between nodes 18 and 8
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
ELUS FIRE,SUPPRESSION, INC. Page 6
PATKIN MEDICAL OFFICES AREA -1 Date 021709
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ""`**' Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
D001 20.00 1.049 1 E 2.0 4.000 12.755 K Factor= 5.60
to 120 0.0 2.000 0.0
EQ01 20.0 0.1302 0.0 6.000 0.781 Val = 7.42
0.0
20.00 __ 13.536 K Factor= 5.44
D002 20.00 1.049 1T 5.0 4.000 12.755 K Factor= 5.60
to 120 0.0 5.000 0.0
EQ02 20.0 0.1301 0.0 9.000 1.171 Val = 7.42
0.0
20.00 13.926 K Factor= 5.36
35 21.21 1.049 1T 5.0 0.500 15.222 K Factor @ node EQ01
to 120 0.0 5.000 0.0
21 21.21 0.1451 0.0 5.500 0,798 Vel = 7.87
0.0
21.21 16.020 K Factor= 5.30
34 21.55 1.049 1T 5.0 0.500 15.720 K Factor @ node E001
to 120 0.0 5.000 0.0
22 21.55 0.1495 0.0 5.500 0.822 Val = 8.00
0.0
16.542 K Factor= 5.30
33 22.56 1.049 1T 5.0 0.500 17.216 K Factor @ node EQ01
to 120 0.0 5.000 0.0
23 22.56 _0.1625 - 0.0 5.500 -_0.894 Val = 8.37 -
0.0
22.56 18.110 K Factor= 5.30
32 20.00 1.049 1T 5.0 0.500 13.536 K Factor @ node EQ01
to 120 0.0 5.000 0.0
15 20.0 0.1302 0.0 5.500 0.716 Val = 7.42
0.0
20.00 14.252 K Factor= 5.30
31 20.33 1.049 1T 5.0 0.500 13.986 K Factor @ node EQ01
to 120 0.0 5.000 0.0
16 20.33 0.1342 0.0 _ _ 5.500 0.738 Vel = 7.55
0.0 i
20.33 14.724 K Factor= 5.30
30 21.02 1.049 1T 5.0 0.500 14.948 K Factor @ node EQ01
to 120 0.0 5.000 0.0
17 21.02 0.1425 0.0 5.500 0.784 Vel = 7.80
0.0
21.02 15.732 K Factor= 5.30
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
ELLIS FIRE'SUPPRESSION, INC. Page 7
PATKIN MEDICAL OFFICES AREA-1 Date 021709
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv *"*"* Notes "*"*
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
*P-24
29 21.82 1.049 1T 5.0 1.040 16.107 K Factor @ node EQ01
to 120 0.0 5.000 0.0
18 21.82 0.1528 0.0 6,040 0.923 Vel = 8.10
0.0
_ 21.82 17.030 K Factor= 5.29
28 22.83 1.049 1T 5.0 0.500 17.643 K Factor @ node EQ01
to 120 0.0 5.000 0.0
12 22.83 0.1662 0.0 5.500 0.914 Vel = 8.48
0.0
22.83 18,557 K Factor = 5.30
27 23.20 1.049 1T 5.0 0.500 18.215 K Factor @ node EQ01
to 120 0.0 5.000 0.0
13 23.2 0,1711 0.0 5.500 0.941 Vel = 8.61
0.0
23.20 19.156 K Factor= 5.30
26 21.07 1.049 1T 5.0 0.500 15.025 K Factor @ node EQ01
to 120 0.0 5.000 0.0
3 21.07 0.1433 0.0 5.500 0.788 Vel = 7.82
0.0
21.07 15.813 K Factor = 5.30
25 21.41 1.049 1T 5.0 0.500 15.518 K Factor @ node EQ01
to 120 0.0 5.000 0.0
4 21.41 0.1476 0.0 5.500 0.812 Vel = 7.95
0.0
21.41 16.330 K Factor= 5.30
24 22.22 1.049 1T 5.0 0.290 16.705 K Factor @ node EQ01
to 120 0.0 5.000 0.0
5 22.22 0.1580 0.0 5.290 0.836 Vel = 8.25
0.0
22.22 17.541 K Factor= 5.31
19 21.13 1.049 1T 5.0 0.500 15.111 K Factor @ node EQ01
to 120 0.0 5.000 0.0
20 21.13 0.1442 0.0 5.500 0.793 Vel = 7.84
20 0.0 1.682 0.0 8.000 15.904
to 120 0.0 0.0 0.0
21 21.13 0,0145 0.0 ___ 8.000 0.116 Val = 3.05
21 -- 2121 1.682 0.0 10.000 - --16.020 ----- ---- ---to 120 0.0 0.0 0.0
22 42.34 0.0522 0.0 10.000 0.522 Vel = 6.11
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
ELLi-S FIRE SUPPRESSION, INC. Page 8
PATKIN MEDICAL OFFICES AREA -1 Date 021709
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C., or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
22 21.55 1.682 0.0 14.000 16.542
to 120 0.0 0.0 0.0
23 63.89 0.1120 0.0 14.000 1.568 Vel = 9.23
23- 22.56 1.682 ---- 2T 19.799 10.290 18.110 - -- -- - -
to 120 0.0 19.799 0.0
7 86.45 0,1958 0.0 30.089 5.892 Vel = 12.48
0.0
86.45 24.002 K Factor= 17.65
*P-45 - =
14 20.06 1.682 2E 9.9 8.580 14.009 K Factor @ node EQ02
to 120 0.0 9.900 0.0
15 20.06 0.0131 0.0_ 18.480 0.243 Vel =_ 2.90
15 20.00 1.682 0.0 10.000 14.252
to 120 0.0 0.0 0.0
16 40.06 _ 0,0472 0.0 10.000_ 0.4_72 Val = 5.78
-16 - -- -20.33 1.682 0.0---10.000 14.724 -- --- -to 120 0.0 0.0 0.0
17 60.39 0.1008 0.0 10.000 1.008 Val = 8.72
17 21.02 1.682 - - 0.0 -_--- 7.410 15.732 --- -- -
to 120 0.0 0.0 0.0
18 81.41 0,1752 0.0_ 7.410 1.2_98 Val = 11.75
18 21.81 1.682 2T 19.799 6.870 17.030 -_ --- -to 120 0.0 19.799 0.0
8 103.22 0.2719 0.0 26.669 7.251 Vel = 14.90
0.0
103.22 24.281 K Factor= 20.95
10 22.75 1.049 1T 5.0 0.500 17.516 K Factor @ node EQ01
to 120 0.0 5.000 0.0
11 22.75 0.1653 0.0 _ 5.500 0.909 Vel = 8.45
11 --- 0.0 1.682 - - --- 0.0 8.000--- 18.425 - - ---to 120 0.0 0.0 0.0
12 _ 22.75 0.0165 _ 0.0 8.000 0.132 _ Vel = 3.28 _
12 22.83 1.682 0.0 10.000 18.557
to 120 0.0 0.0 0.0
13 45.58 0.0599 0.0 10.000 0.599 Vel = 6.58
13 - - 23.20 1.682 -- 2T 19.799 24.290 19.156 -------
to 120 0.0 19.799 0.0
9 68.78 0.1283 0.0 44.089 5.657 Val = 9.93
0.0
68.78 24.813 K Factor= 13.81
1 21.00 1.049 1T 5.0 0.500 14.916 K Factor @ node EQ01
to 120 0.0 5.000 0.0
2 21.0 0.1424 0.0 5.500 0.783 Vel = 7.80
2 -r 0.0 1.682 -- 0.0c--- - 8.000 15.699 -- - - --_-
to 120 0.0 0.0 0.0
3 21.0 0.0142 0.0 8.000 0.114 Vel = 3.03
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
ELLIS FIRE,SUPPRESSION, INC. Page 9
PATKIN MEDICAL OFFICES AREA-1 Date 021709
Hyd. Oa Dia. Fitting Pipe Pt Pt
Ref. 'C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
3 21.07 1.682 0.0 10.000 15.813
to 120 0.0 0.0 0.0
4 42.07 0.0517 _ 0.0 10.000 0.517 _ _ VeI = 6.07 _
4 21.41 1.682 0.0 10.950 16.330
to 120 0.0 0.0 0.0
5 63.48 0.1106 0.0 10.950 1.211 VeI = 9.17
5 -- 22.22 1.682 2T 19.799 13.330 17.541 --- - --- _
to 120 0.0 19.799 0.0
6 85.7 _ 0.1927 0.0 _ 33.129 6.384 Val = 12.37
5 --0.0 3.26 _--- 5.0 10.000 23.925 --- -
to 120 0.0 0.0 0.0
7 85.7 0.0077 0.0 _ 10.000_ 0.0_77 __ Val = 3.29
7 86.45 3.26 0.0 10.000 24.002
to 120 0.0 0.0 0.0
8 172.15 0.0279 0.0 10.000 0.279 VeI = 6.62
8 103.22 3.26 - 0.0-- 8.000 24.281 --- --- - - - - -- -
to 120 0.0 0.0 0.0
9 275.37 0.0665 0.0 8.000 _ 0.532 _ Ve_I = 1_0.58
9 68.79 3.26 1 E 9.408 49.040 24.813
to 120 2T 40.319 84.670 0.0
WP1 344.16 0.1005 1B 13.44 133.710 13.442 VeI = 13.23
1 S 21.503
WP1 0.0 4.26 5E 65.835 111.330 38.255
to 120 0.0 65.835 5.557
TOR _344.16 0.0273 0.0 177.165 4.839 _ VeI = 7.75
TOR 0.0 4.26 1 E 13.167 12.830 48.651
to 120 1AN 22.384 35.551 0.0
_BOR _ 344.16 0.0273 0.0 _ 48.381 1.322 _ _ VeI = 7.75
BOR 0.0 4.026 3E 30.0 7.500 49.973
to 120 2G 4.0 34.000 5.000 * Fixed loss = 5
BASE 344.16 0.0360 0.0 41.500 1.492 _ Val = 8.67_
BASE 0.0 6.16 1T 32.359 100.000 56.465
to 120 1 G 3.236 50.696 1.083
TEST 344.16 0.0045 1 E 15.101 150.696 0.683 Val = 3.71
- 250.00-- ---- ---- - Qa = 250.00 ----
594.16 58.231 K Factor= 77.86
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
A"OF Mqs 9
LAWRENCE V tiN
o ROY
FIRE PROT 10N ~
q 9 NO 3 13
9OF��a TOP
. . . Fire Protection by Computer Design NAL
ELLIS FIRE SUPPRESSION, INC.
SC 116916
10 DRAPER STREET- SUITE 16
WOBURN, MA 01801
781-995-0235
Job Name PATKIN MEDICAL OFFICES AREA-2
Building 400 HIGHLAND AVENUE
Location SALEM, MA
System 1
Contract 09101
Data File DR.WX2
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
ELLIS FIRE SUPPRESSION, INC. Page 1
PATKIN MEDICAL OFFICES AREA-2 Date 021709
Hydraulic Design Information Sheet
Name - DR PATKIN MEDICAL OFFICES Date - 02-19-09
Location - SALEM, MA
Building - 400 HIGHLAND AVENUE System No. - 1
Contractor - ELLIS FIRE SUPPRESSION, INC. Contract No. - 09101
Calculated By - R. LARKIN Drawing No. - FP-1
Construction: ( ) Combustible (XX) Non-Combustible Ceiling Height - 7 '-6"
Occupancy - MEDICAL OFFICES AND SUPPORT FACILITIES
S (XX) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (XX) 2 ( ) 3 ( ) Ex.Haz.
Y ( ) NFPA 231 ( } NFPA 231C ( ) Figure Curve
S Other
T Specific Ruling Made By Date
E
M Area of Sprinkler Operation - 900 System Type Sprinkler/Nozzle
Density - .20 (XX) Wet Make VICTAULIC V27
D Area Per Sprinkler - 100 ( ) Dry Model PENDENT
E Elevation at Highest Outlet - 8 .50 ( ) Deluge Size 1/2"
S Hose Allowance - Inside - ( ) Preaction K-Factor =EQ01
I Rack Sprinkler Allowance - ( ) Other Temp.Rat. 155
G Hose Allowance - Outside - 250
N
Note
Calculation Flow Required - 544 .472 Press Required - 57 .7166 At Node TEST
Summary C-Factor Used: 120 Overhead 120 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 02-17-08 Cap. -
T Time of Test - Rated Cap.- Elev.-
E Static Press - 85 @ Press -
R Residual Press - 50 Elev. - Well
Flow - 1130 Proof Flow
S Elevation - 0
U
P Location - HIGHLAND AVENUE AT SITE
P
L Source of Information - SALEM WATER DEPARTMENT
Y
C Commodity Class Location
O Storage Ht. Area Aisle W.
M Storage Method: Solid Piled 3 Palletized Rack
M
( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap.
S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non
T A ( ) Mult. Row ( ) Open Shelf
0 C
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
Horizontal Barriers Provided:
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve (C)
ELLIS FIRE SUPPRESSION, INC. Page 2
PATKIN MEDICAL OFFICES AREA -2 Date 021709
City Water Supply: Demand:
C1 -Static Pressure : 85 D1 - Elevation 3.681
C2 - Residual Pressure: 50 D2 -System Flow 294.472
C2 - Residual Flow 1130 D2 -System Pressure 57.717
Hose (Adj City)
Hose ( Demand ) 250
D3 -System Demand 544.472
Safety Margin 18.217
150
140
130
P 120
R 110
E 100
S 90 el
S 80
U 70
R 60 2
C
E 50 D3
40
30
20
10
200 400 600 800 1000 1200 1400 1600 1800
FLOW INA1.85 )
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Diagram
ELLIS FIRE-SUPPRESSION, INC. Page 3
PATKIN MEDICAL OFFICES AREA-2 Date 021709
29 29
8 , 75 , 74 , 73
r 29
I 29
I 63.5 63.5
9 , 88 , 87 86 , 85
63.5 22.9
I 92.5
I 72.4
76 , 84 , 83
r 25.9
164.9
55.2
77 , 82 , 81
r 28
I 220.1
I 74.4
78 y 80 , 79
r 26.6
I 294.5
I
WPi
r
1 294.5
I
TOR
r
294.5
BOR
r
I 294.5
BASE
r
1 294,5
I
TEST
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
ELLIS FIRE SUPPRESSION, INC. Page 4
PATKIN MEDICAL OFFICES AREA -2 Date 021709
Fitting Legend
Abbrev. Name '% '/. 1 1% 1'/z 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24
AN Generic Alarm Valve 0 0 0 0 0 0 7.7 21.5 0 17 17 27 29 0 0 0 0 0 0 0
B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0
E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
S Generic Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130
T 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
ELLIS FIRE SUPPRESSION, INC. Page 5
PATKIN MEDICAL OFFICES AREA -2 Date 021709
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
D101 8.5 5.6 12.76 na 20.0 0.2 100 7.0
101 8.5 K =K @ EQ01 13.9 na 20.56
100 8.5 K= K @ EQ01 17.85 na 23.31
99 8.5 K=K @ EQ01 19.28 na 24.22
97 8.5 K= K @ EQ01 13.15 na 20.0
98 8.5 14.8 na
95 8.5 K= K @ EQ01 17.62 na 23.15
96 8.5 19.78 na
94 8.5 K=K @ EQ01 24.27 na 27.17
92 8.5 K=K @ EQ01 18.33 na 23.61
93 8.5 20.33 na
89 - 8.5 32.83 na
90 8.5 32.83 na
85 8.5 K= K @ E001 17.21 na 22.89
86 8.5 18.97 na
87 8.5 19.76 na
88 8.5 29A8 na
83 8.5 K=K @ EQ01 22.1 na 25.93
84 8.5 24.21 na
81 8.5 K= K @ EQ01 25.75 na 27.99
82 8.5 28.81 na
79 8.5 K=K @ EQ01 23.22 na 26.58
80 8.5 25.99 na
73 8.5 K=K @ EQ01 27.73 na 29.05
74 8.5 30.38 na
75 8.5 32.83 na
8 8.5 33.86 na
9 8.5 33.87 na
76 8.5 33.93 na
77 8.5 34.2 na
78 8.5 34.51 na
WP1 15.33 39.83 na
TOR 2.5 49.01 na
BOR 2.5 50.0 na
BASE 2.5 56.12 na
TEST 0.0 57.72 na 250.0
The maximum velocity is 23.55 and it occurs in the pipe between nodes 87 and 88
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
ELLIS FIRE SUPPRESSION, INC. Page 6
PATKIN MEDICAL OFFICES AREA -2 Date 021709
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv "****' Notes
Point at Pf/Ft Eqv, Ln. Total Pf Pn
D101 20.00 1.049 1 E 2.0 1.000 12.755 K Factor= 5.60
to 120 0.0 2.000 0.0
EQ01 20.0 0.1303 0.0 3.000 0.391 Val = 7.42
0.0
20.00 13.146 K Factor= 5.52
101 20.56 1.049 1T 5.0 1.580 13.897 K Factor @ node EQ01
to 120 0.0 5.000 0.0
98 20.56 0.1369 0.0 6.580 0.901 Vel = 7.63
0.0
20.56 14.798 K Factor
100 23.31 1.049 1 E 2.0 4.160 17.851 K Factor @ node E001
to 120 1T 5.0 7.000 0.0
96 23.31 0.1727 0.0 11.160 1.927 Val = 8.65
0.0
23.31 19.778 K Factor= 5.24
99 24.22 1.049 1T 5.0 0.660 19.281 K Factor @ node EQ01
to 120 0.0 5.000 0.0
93 24.22 0.1855 0.0 5.660 1.050 Vel = 8.99
0.0
24.22 20.331 K Factor= 5.37
97 20.00 1.049 1 E 2.0 10.700 13.146 K Factor @ node EQ01
to 120 0.0 2.000 0.0
98 20.0 0.1301 0.0 12.700 1.652 Vel = 7A2
98 20.56 1.049 1T 5.0 3.660 14.798
to 120 0.0 5.000 0.0
86 40.56 0.4814 0.0 8.660 4.169 Vel = 15.06
0.0
40.56 18.967 K Factor= 9.31
*P 18 - ---- -
95 23.15 1.049 1 E 2.0 10.660 17.618 K Factor @ node EQ01
to 120 0.0 2.000 0.0
96 23.15 0.1706 0.0 12.660 2.160_ Vel = 8.59
96 23.31 1.049 1T 5.0 2.160 19.778
to 120 0.0 5.000 0.0
84 46.46 0.6189 0.0 7.160 4.431 Vel = 17.25
0.0
46.46 24.209 K Factor= 9.44
94 27.17 1.049 1 E 2.0 12.790 24.266 K Factor @ node EQ01
to 120 1T 5.0 7.000 0.0
82 27.17 0.2295 0.0 19.790 4.541 Vel = 10.09
0.0
27.17 28.807 K Factor= 5.06
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
ELL-IS FIRE SUPPRESSION, INC. Page 7
PATKIN MEDICAL OFFICES AREA -2 Date 021709
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C., or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
92 23.61 1.049 1 E 2.0 9.330 18.326 K Factor @ node E001
to 120 0.0 2.000 0.0
93 23.61 0.1770 0.0 11,330 2.005 Val = 8.76
93 24.23 1.049 1T 5.0 3.660 20.331
to 120 0.0 5.000 0.0
80 47.84 0.6531 0.0 8.660 5.656 Vel = 17.76
0.0
47.84 25.987 K Factor = 9.38
*P-27
89 0.0 1.049 2E 4.0 6.160 32.829
to 120 0.0 4.000 0.0
90 0.0 0.0 _ 0.0 10,160 0.0 Vel = 0
90 0.0 1.682 2T 19.799 6.830 32.829-- -- - - -_-_--- -to 120 0.0 19.799 0.0
75 0.0 0.0 0.0 26.629 0.0 Vel = 0
0.0
0.0 32.829 K Factor = 0
*P-30
85 22.89 1.049 1 E 2.0 3.500 17.214 K Factor @ node E001
to 120 1T 5.0 7.000 0.0
86 22.89 0.1670 0.0 10.500 1.753 Val = 8.50
86 40.56 1.682 1 E 4.95 2.200 18.967
to 120 0.0 4.950 0.0
87 63.45 0.1105 0.0 7.150 0.790 Vel =_9.16
87 0.0 1.049 1 E 2.0 6.830 19.757
to 120 0.0 2.000 0.0
88 63.45 1.1016 0.0 8.830 _9.727 Vel = 23.55
88 0.0 1.682 2T 19.799 19.910 29.484
to 120 0.0 19.799 0.0
9 63.45 0.1105 0.0 39.709 4.388 Val = 9.16
0.0
63.45 33.872 K Factor= 10.90
83 25.93 1.049 1 E 2.0 3.000 22.105 K Factor @ node EQ01
to 120 1T 5.0 7.000 0.0
84 25.93 0.2104 0.0 10.000 2.104 Vel = 9.63
84 46.47 1.682 4E 19.799 29.290 24.209
to 120 2T 19.799 39.598 0.0
76 72.4 0A410 0.0 68.888 9.716 Vel = 10.45
0.0
72.40 33.925 K Factor= 12.43
81 27.99 1.049 1E 2.0 5.620 25.748 K Factor @ node EQ01
to 120 1T 5.0 7.000 0.0
82 _ 27_.99 _0.2424 _ 0.0 12.620 3.059 Vel = 10.39
82 27.17 1.682 3E 14.849 28.580 28.807 - - -__---
to 120 2T 19.799 34.648 0.0
77 55.16 0.0853 0.0 63.228 5.393 Vel = 7.96
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
ELL-IS FIRE SUPPRESSION, INC. Page 8
PATKIN MEDICAL OFFICES AREA -2 Date 021709
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv *`*`"*" Notes
Point -Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
55.16 34.200 K Factor = 9.43
79 26.58 1.049 1 E 2.0 5.580 23.217 K Factor @ node EQ01
to 120 1 T 5.0 7.000 0.0
80 26.58 0.2202 _ 0.0 12.580 2.770 Vel = 9.87
80---- 47.84 1.682 2E 9.9 27.750 25.987 - -to 120 2T 19.799 29.699 0.0
78 74.42 0.1484 0.0 57.449 8.526 Vel = 10.75
0.0
_ 74.42 34.513 K Factor = 12.67
73 29.05 1.049 1 E 2.0 8.200 27.729 K Factor @ node EQ01
to 120 0.0 2.000 0.0
74 29.05 0.2595 0.0 10.200 _ 2.647 Val = 10.78
74 0.0 1.049 - 0.0 9.450 -- 30.376 - - -- - ----to 120 0.0 0.0 0.0
75 29.05 0.2596 0.0 9.450 2.453 Vel = 10.78
75 0.0 1.682 2T 19,799 19.910 32.829
to 120 0.0 19.799 0.0
8 _ 29.05 0.0260 0.0 39.709 1.034 _Val = 4.19
8 0.0 3.26 0.0 8.000 33.863
to 120 0.0 0.0 0.0
9 _ _29.05 _ 0.0011 _ 0.0 _8.000 0.009 Vel = 1.12 _
9 63.45 3.26 0.0 6.080 33.872
to 120 0.0 0.0 0.0
76 92.5 0.0087 _ 0.0 6.080 0.053_ _ Vel = 3.56
76 72.39 3.26 0.0 10.660 33.925
to 120 0.0 0.0 0.0
77 164.89 0.0258 0.0 10.660 0.275 Vel = 6,34
77 --- 55.17 3.26 0.0-- 7.120 34.200 - - -- -
to 120 0.0 0.0 0.0
78 _ 220.06 0.0440 0.0 7.120 0.313 Val = 8.46
78 74.41 3.26 1 E 9.408 25.160 34.513
to 120 2T 40.319 84.670 -2.958
WP1 294.47 0.0753 1B 13.44 109.830 8.274 Vel = 11.32
- -_ - 1 S 21.503 - --
WP1 0.0 4.26 5E 65.835 111.330 39.829
to 120 0.0 65.835 5.557
TOR 294.47 0.0205 0.0 177.165 3,627 _ Val = 6.63
TOR 0.0 4.26 1 E 13.167 12.830 49.013
to 120 1AIv 22.384 35.551 0.0
BOR 294.47 0.0205 0.0 48.381 0.990 _ Vel = 6.63___
BOR 0.0 4.026 3E 30.0 7.500 50.003
to 120 2G 4.0 34.000 5.000 Fixed loss = 5
BASE 294.47 0.0270 0.0 41.500 1.119 Vel = 7.42
BASE 0.0 6.16 1T 32.359 100.000 56.122
to 120 1G 3.236 50.696 1.083
TEST 294.47 0.0034 1 E 15.101 150.696 0.512 Vel = 3.17
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
ELLIS FIRE SUPPRESSION, INC. Page 9
PATKIN MEDICAL OFFICES AREA -2 Date 021709
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv **"***" Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
250.00 Qa = 250.00
544.47 57.717 K Factor= 71.67
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
41 Rn
� - LPC6
sv.:� ,e> ,msx,�.�s'°usaY .: �' •�T_ - p.�%i4wit�1:..., a. .e.. �s"`£5,..`C,�rr. ";¢__ vs^ "ate.. -� s
i1381 K5.6 SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS
E
Adjustable Concealed Standard Spray Pendent Standard and Quick Response
V3801 STANDARD RESPONSE
V3802 QUICK RESPONSE .- ',
This concealed,designer style sprinkler allows up to'fz°l13mm adjustment to accommodate
concealment needs.The"standard"design provides a consistent hemispherical spray pattern.
The separate two-piece mounting cup/cover plate allows easy installation and testing prior to
ceiling installation. It also permits removal of suspended ceiling panels without system shut-
down.The design incorporates state-of-the-art,heat responsive, frangible glass bulb design
(standard or quick response)for prompt, precise operation. V3801 AND V3802
This sprinkler is available in various temperature ratings(see chart on page 2) and finishes to
meet many design requirements.
SPRINKLER OPERATION: The operating mechanism is a frangible glass bulb which contains a heat responsive liquid. During
a fire,the ambient temperature rises causing the liquid in the bulb to expand.When the ambient
temperature reaches the rated temperature of the sprinkler,the bulb shatters.As a result,the water-
way is cleared of all sealing parts and water is discharged towards the deflector. The deflector is
designed to distribute the water In a pattern that is most effective in controlling the fire.
COVERAGE: For coverage area and sprinkler placement, refer to NFPA 13 standards.
TECHNICAL SPECIFICATIONS: Models:V3801,V3802 ACCESSORIES
Style: Adjustable concealed,ordinary hazard, Installation Wrench:
light hazard Concealed:V38-4 or V38-5
Q Nominal Orifice Size: Ih'/13mm Sprinkler Finishes:
lC/1 K-Factor:5.61mp./8.1 S.I^ Plain brass(only)
Nominal Thread Size: '/z'/15mm Cover Finishes:
Max.Working Pressure: 175 psi/1200kPa Chrome plated
Factory Hydrostatic Test: 100`y 0 500 psi/ White painted
3450kPa Flat black
Min. Operating Pressure: 7psi/48 kPa Custom painted
Temperature Rating:See chart on page 2.
^ For K-Factor when pressure is measured in
MATERIAL SPECIFICATIONS Bar,multiply S.I. units by 10.0.
p Deflector: Bronze per UNS C22000
O Cover Plate: Fusible solder Teflon is a registered trademark of Dupont Co.
Bulb:Glass with glycerin solution.
Bulb Nominal Diameter:
p Standard:5,0 mm
• Quick Response:3,0 mm
Load Screw: Bronze per UNS C65100
Pip Cap: Bronze per UNS C65100
Exaggerated for clarity Spring: Stainless steel per UNS 530100
Seal: Teflon'tape
Frame: Die cast brass 65-30
Pins:Stainless steel per UNS 530400
Cup:Cold rolled steel,zinc chrome plated
Cover/Escutcheon: Brass per UNS C26000
Lodgement Spring: Stainless steel per UNS
S30200
Protective Cap: Polyethylene
JOB/OWNER CONTRACTOR ENGINEER
FFIRE PROTECTION PRODUCTS—AUTOMATIC SPRINKLERS 40.50
381 K55
Adjustable Concealed Standard Spray Pendent Standard and Quick Response
V3801 STANDARD RESPONSE
V3802 QUICK RESPONSE
APPROVALS/LISTINGS e. X '1•FS•X.Lf: - . :M.d
Orifice Size(inches) 'h" Y"
Orifice Size(man) 13 13
Nominal K Factor Imperial 5.6 5.6
._ _ __. .
Nominal K Factor S.L^ 8.1 81
Response Standard Quick#
5mm bulb 3mm bulb
Deflector Type Concealed Concealed
Pendent Pendent
Adjustment
1350F/57oC 135°F/57°C
OL 155:F/680C 155-F/68-C
175oF/79oC 175OF/79OC
2000F/93oC 20cyF/93oC
135OF/57OC 135-F/57oC
ULC I55oF/68oC 155OF/68oC
175OU790C 175OF/790C
200°F/93-C 200°F/930C
IS5oF/68oC#
FMN 175OF/790CN
200°F/93OCA
135°F/S7 C 135°F/57°C
NYC/MU A 62-99-E 155OP/68oC 155^F/68oC
175oF/79oC 175OF/79OC
200^F/93oC 200^A93°C
135OF/570C 135oF/57oC
CSFM d 7690-0531:112 155oF/68oC 1550F/680C
175OF/79OC 175°F/790C
200oF/93oC 200oF/93oC
155'F/68"C Sprinkler/l 38°F/59"C Cover I55'F/68'C Sprinkler/138°F/59°C Cover
1-PCB 175°F/79-C Sprinkler/165WWCCover 175°F/79-C Sprinkler/165°F/74°C Cover
200"F/93°C Sprinkler/l65°F/74'C Cover 200°F/93°C Sprinkler/I65'F/74°C Cover
135OF/570C 135OF/570C
155OF/68oC 1550F/68oC
VNIIPO 175OF/79OC 175oF/79oC
2000F/93oC 2000F/930C
286OF/141OC 286oF/141OC
a Recognized by FM as standard response only
F Listings and Approvals as of printing.411 are approved open,except for areas designated"No
^For K Factor when pressure is measured In Bar,multiply 51 units by 100
FIRE PROTECTION PRODUCTS - AUTOMATIC SPRINKLERS 40.550
V38, K5.6
Adjustable Concealed Standard Spray Pendent Standard and Quick Response
V3801 STANDARD RESPONSE
V3802 QUICK RESPONSE
RATINGS All glass bulbs are rated for temperatures from-67'F/-55'C to those shown in table below.
ver V38
�,°:urtsrtsnrray3,l�._
r
135 100 1350 100
Ordinary A 57 38 Orange A' 57 38
155 100 165 150
Ordinary C 68 38 Red D# 74 65
Intermediate E 17 1650 Yellow
intermediate F 00 16550 Green
•A For use with Standard or Quick Response Concealed Sprinkler 135'F/57°C or 155°F/68°C.
'+D For use with Standard or Quick Response Concealed Sprinkler 175°F/79°C or 200°F/93'C.
Custom Finish-Customer to provide paint specification,allow 4-6 weeks for samples.
0 138°F/59'C per LPBC
ORDERING INFORMATION Please specify the following when ordering:
Sprinkler Model Number _
—Style
Temperature Rating
K-Factor
- Thread Size --�
Quantity --- -_
Cover Finish -- 1
1 Wrench Model Number
WARNING A N�z ... WARNING _k ' ` '°' -
a
• Proper temperature rated cover must be used with the correct sprinkler rating per the
Temperature Chart Ratings.
• The plastic shipping cap must be removed for the sprinkler to operate properly.
• If shipping cap is replaced over an installed sprinkler for purposes of painting or plaster-
ing,then the fire protection system shall be considered out of service,the Authority Having
Jurisdiction notified,and a firewatch is suggested.
Failure to do so may result in failure of sprinkler to operate causing serious personal injury or
property damage.
FIRE PROTECTION PRODUCTS AUTOMATIC SPRINKLERS 40.50
V381 K5.6
Adjustable Concealed Standard Spray Pendent Standard and Quick Response
V3801 STANDARD RESPONSE
V3802 QUICK RESPONSE
WARNING
'rP &WARNING
- Always mad and understand installation, care, and maintenance
instructions, supplied with each box of sprinklers, before proceeding
with installation of any sprinklers.
- Always wear safety glasses and foot protection.
- Depressurize and drain the piping system before attempting to
install, remove,or adjust any Victaulic piping products.
- Installation rules, especially those governing obstruction, must be
strictly followed.
- Painting, plating, or any re-coating of sprinklers (other than that sup-
plied by Victaulic) is not allowed.
Failure to follow these instructions could result in serious personal
injury and/or property damage.
The owner is responsible for maintaining the fire protection system and
devices in proper operating condition. For minimum maintenance and
inspection requirements, refer to the current National Fire Protection
Association pamphlet that describes care and maintenance of sprinkler
systems. In addition, the authority having jurisdiction may have addi-
tional maintenance,testing,and inspection requirements that must be
followed.
If you need additional copies of this publication, or if you have any
questions about the safe installation of this product,contact Victaulic
World Headquarters: P.O. Box 31, Easton, Pennsylvania 18044-0031
USA, Telephone: 001-610-559-3300.
FIRE PROTECT]ON PRODUCTS —AUTOMATIC SPRINKLERS 40.50
3 ; K5,6
Adjustable Concealed Standard Spray Pendent Standard and Quick Response
V3801 STANDARD RESPONSE
V3802 QUICK RESPONSE
DIMENSIONS Models V3801, V3802(drawings not to scale)
211ya l68 mm
Max_Hole
M 2W/60mnr
e
II II
9
2Af,/59 mm
1 Yf/38 mm
\\\Typical Ceiling Tile
MINIMUM EXTENSION `Finished Surface
3Yd/80 mm
a
218e'/,1 mm
2'/51 mm
'h'/13 mm Adjustment `., ;: Typ�iling Tile
3k'/83 mm
Cover Plate Finished Surface
MAXIMUM EXTENSION
AVAILABLE WRENCHES
Sprinkler Type
Concealed Pendent-V3801,V3802 V38-4 or V38-5
FIRE PROTECTION PRODUCTS - AUTOMATIC SPRINKLERS 40.50
V38v K5,6
Adjustable Concealed Standard Spray Pendent Standard and Quick Response
V38O1 STANDARD RESPONSE
V38O2 QUICK RESPONSE
DISTRIBUTION PATTERNS Models V38O1,V38O2
K5.6 standard concealed pendent distribution patterns—trajectory
ID
3.0
R'
24 m •♦
6 ♦♦♦
1.8 in •♦
4' •♦
7.2 m � ♦
•�•
0.6 m ••� ••♦
0
2' 4' 6' B' 10' 12' 14'
0.6m 1.2m 18m 2.4m 3.Dm 3.7m 43m
NOTES:
1 Data shown is approximate and can vary due to differences in installation.
2 These graphs illustrate approximate trajectories,floor-wetting, and wall-wetting patterns for
these specific Victaulic Fire Lock automatic sprinklers.They are provided as information for
guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler
spacing rules for installation. Refer to the appropriate NFPA National Fire Code of the authority
having jurisdiction for specific information regarding obstructions,spacing limitations and area
of coverage requirements. Failure to follow these guidelines could adversely affect the perfor-
mance of the sprinkler and will void all Listings,Approvals and Warranties.
3 All patterns are symmetrical to the centerline of the waterway.
FIRE PROTECTION PRODUCTS - AUTOMATIC SPRINKLERS 40.50
387 K5.6
Adjustable Concealed Standard Spray Pendent Standard and Quick Response
V3801 STANDARD RESPONSE
V3802 QUICK RESPONSE
WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details.
NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be
installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the
right to change product specifications,designs and standard equipment without notice and without
incurring obligations.
i
I
We"111111 MIMI 11"M
V381 K76
Adjustable Concealed Standard Spray Pendent Standard and Quick Response
V3801 STANDARD RESPONSE
V3802 QUICK RESPONSE