HomeMy WebLinkAbout600 Aero Ln 18-3234 (shell/metal build out)Job Address: (20
Parcel ID:
Type of Work: New
Description of Work:
CITY OF SANFORD
BUILDING & FIRE PREVENTION
JUL 2 5 2018 b PERMIT APPLICATION
1IV Application No:
4 kecK
ocui -(
Dmented
Vonstruction Value: Historic
District: Yes No JtW
C.7ng. ru&- 6 '
ODD Residential Commercial [/ Repair
Demo Change of Use Move n
0
Plan
Review Contact Person: C'S reon fflaow ,Uk Title: Al lmy-) )r-.kte— . Phone:
Fax: Email:.Seii—ah1' C c5CGY15firuC rn 1r1C Property
Owner Information Name
G . Phone: Street:
51,1 l —R-e9idd*ftftt 7"- City,
State Zip: W111k41'-' 1,1V1/ i l h( I: ,liNiFAM rtANA' i \ ,...
1 •Iti.Z .itp Mltjifitt , (.. r :
NN t•. a not.rtm„n : ,' Contractor
Information i ,,A zi'-100 nQV0 OF ••` , Name
n c, . "-vo erit - - Street:
611 t, 0( A,)-f,n
cS
k. . e lid PM13-Z,Ilo Fax: City,
State Zip: 14ti1 n f h 1 3 State License No.: Architect/
Engineer Information Name:
Phone: Street:
Fax: City,
St, Zip: mail: Bonding
CPg y: q 1Vio gage Lender: Address:
ddress: I
WARNING
O OWNER: YOUR FAILURE -`TO ER CORDANOTICEOFCOMMENCEMENTMAYRESULTINYOURPAYING
TZE-FOR—IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Editio (2014) Florida Building Code Revised:
June 30, 201ves a G ge . ° O ` m0 i+
Pennit Application ry y
I t
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements ofFlorida Lien Law, FS 713.
The City of Sanford requires payment ofa plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in comlj i nce with all applicable laws regulating construction
7zn
Sign ture of Owner/Agent Date Signtifu ofContractor/Agent Date
Pri weer/Agent'sName Print Contractor/Agent's Name
A 1
0 -,/k- - K' ' I
Notary- too at
I ofNotary-
SIN
D te
SARAN MARINELLI SARAN MNotaryPublic • State ofridalloUryPtaplk . Sqb of FIorIOa
COe18810n # FF 981937, MY Comm stbnrr FF 881937 ExpAOtApr '••gip.• 8ry Comm. Ertpint Apr 30, 2020 0 30, 2020 Owner/
Agent is Contractor/Agent is r Produced
ID Type of ID Produced ID Type of ID — 1 BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building [Electrical Q Mechanical Q--Plumbing[ Gas[] Roof Construction
Type: Occupancy Use: Flood Zone: Total
Sq Ft of Bldg:_ _ Min. Occupancy Load: # of Stories: ouF New
Construction: Electric - # of Amps ' fW Plumbing - # of Fixtures /G Fire
Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS:
ZONING: UTILITIES: WASTE WATER: BUILDING:
e2 MVZ10QlOA-Iffll1Ts3 CaZ
7u1id1DQY&1; Revised:
June 30, 201 S Permit Application
1-.70/00Importantz' Points
The BVD is not intended to apply to alterations or
repairs to existing buildings. Because the scope of
alterations or repairs to an existing building varies so
greatly, the Square Foot Construction Costs table
does not reflect accurate values for that purpose.
However, the Square Foo&Oonstruction Costs table
can be used to determine the cost of an addition that is
basically a stand-alone building which happens to be
attached to an existing building. In the case of such
additions, the only alterations to -the existing building
would involve the attachment of the addition to the
existing building and the openings between the
addition and the existing building.
For purposes of establishing the Permit Fee Multiplier,
the estimated total annual construction value for a
given time period (1 year) is the sum of each building's
value (Gross Area x Square Foot Construction Cost)
for that time period (e.g., 1 year).
The Square Foot Construction Cost does not include
the price of the land on which the building is built. The
Square Foot Construction Cost takes into account
everything from foundation work to the roof structure
and coverings but does not include the price of the
land. The cost of the land does not affect the cost of
related code enforcement activities and is not included
in the Square Foot Construction Cost.
Square Foot Construction Costs a.",0
Group•(20.18 International=Building Code).:: ..: IA IB . IIA, . AIB ;. `. IIIA_ .:.,
V.
IIIB . IV VA::. • VS
A-1 Assembly, theaters, with stage 239.41 231.54 226.03 216.67 203.74 197.86 209.82 186.11 179.13
A-1 Assembly, theaters, without stage 219.07 211.20 205.68 196.33 183.65 177.76 189.48 166.01 159.03
A-2 Assembly, nightclubs 188.23 182.77 178.14 170.93 161.13 156.68 1 164.92 145.88 140.94
A-2 Assembly, restaurants, bars, banquet halls 187.23 181.77 176.14 169.931 159.13 155.68 163.92 143.88 139.94
A-3 Assembly, churches 220.05 212.18 206.66 197.31 185.99 180.11 190.46 168.36 161.38
A-3 Assembly, general, community halls, libraries,
museums 185.05 177.18 170.67 162.31 148.58 143.75 155.46 131.00 125.02
A-4 Assembly, arenas 218.07 210.20 203.68 195.33 181.65 176.76 188.48 164.01 1 158.03
B Business 192.02 185.04 179.30 170.56 155.93 150.11 164.01 137.001 131.05
E Educational 197.52 190.73 185.77 177.32 165.32 156.97 171.23 144.39 140.26
F-1 Factory and Industrial, moderate hazard 114.06 108.82 102.59 98.59 88.51 84.45 94A4 74.21 69.43
F-2 Factory and Industrial, low hazard 113.08 107.82 102.59 97.59 88.51 83.45 93.44 74.21 68.43
H-1 High Hazard, explosives 106.73 101.48 96.25 91.25 82.38 77.32 87.10 68.08 N.P.
H234 High Hazard 106.73 101.48 96.25 91.25 82.38 77.32 87.10 68.08 62.30
H-5 HPM 192.02 185.04 179.301 170.56 155.93 150.11 164.01 137.00 131.05
1-1 Institutional, supervised environment 191.30 184.81 179.46 1 171.90 158.36. 154.06 1 171.99 141.86 137.45
1-2 Institutional, hospitals 321.25 314.27 308.52 1299.78 284.17 N.P. 293.24 265.24 N.P.
I-2 Institutional, nursing homes 222.99 216.01 210.27 201.52 187.89 N.P. 194.98 168.96 N.P.
1-3 Institutional, restrained 218.28 211.30 205.55 196.81 183.43 176.62 190.27 164.50 156.55
1-4 Institutional, day care faclities 191.30 184.81 179.46 171.90 158.36 154.06 171.99 141.86 137.45
M Mercantile 140.27 134.81 129.18 122.96 112.68 109.23 116.95 97A4 93.50
R-1 Residential, hotels 193.08 186.60 181.24 173.68 159.89 155.58 173.77 143.39 138.97
R-2 Residential, multiple family 161.95 155.46 150.10 142.54 129.52 125.22 142.64 113.02 108.61
R-3 Residential, one- and two-family ° 151.10 146.99 143.20 139.61 134.50 130.95 137.27 125.85 118.45
R-4 Residential, care/assisted living facilities 191.30 184.81 179.46 171.90 158.36 154.06 171.99 141.86 137.45
S-1 Storage, moderate hazard 105.73 100.48 94.25 90.25 80.38 76.32 86.10 66.08 61.30
S-2 Storage, low hazard 104.73 99AB 94.25 89.25 80.38 75.32 85.10 66.08 60.30
U Utility, miscellaneous 83.66 1 79..00 74.06 70.371 63A7 59.32 67.24 50.19 1 47.80
a. Private Garages use Utility, miscellaneous
b. For shell only buildings deduct 20 percent
C. N.P. = not permitted
d. Unfinished basements (Group R-3) = $21.00 per sq. ft.
N i mill trill mn Hitt iim iitn till itti
THIS INSTRUMENT PREPARED BY: GRANT MALOYr SEMINOLE COUNTYName: Sarah Marinelli CLERK, OF CIRCUIT COURT b COMPTROLLER
Address: 1 rem o ve Suite 1 B2 8 BI( 9064 Pa 13 (1Pqs)
inter Perk, FL 32789 CLERK'S : 2018006326
RECORDED 01/18/2019 11:37:00 AM
NOTICE OF COMMENCEMENT RECORDEDGBYEEShdevo0Q00
Penult Number.
Parcol ID Number. 26-19-30-5AE-140E-000
The undersigned hereby gives notice that Improvement will be made to certain reel property, and In accordance with Chapter 713, Florida Statutes, the
following Information is provided In this Notice ofCommencement.
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address II available)
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Ground Up Build Out of Commercial Building
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: DeMabry Holdings, Inc. 501 N Orlando Ave. Suite 313 PMB 216 Winter Park, FL 32789
Interest In property: Owner
Fee Simple Title Holder (d other than owner listed above) Name:
Address, °
4. CONTRACTOR: Name: ACS Construction, Inc Phone Number. 407-628-5552
Address: 501 N Orlando Ave, Suite 313 PMB 216 Winter Park, FL 32789
S. SURETY (II applicable, a copy of the payment bond Is allwhod): Name:
Address: AmountofBond:
6. LENDER: Name: First Colony Bank Phone Number;
Address: PO Box 940370 Maitland, FL 32794-0370
T. Persons wlthln the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(s)7., Florida statutes.
Name: Mark Ziebarth Phone Number. 407-937-2291
Address: PO Box 940370 Maitland, FL 32794-0370
6. In addlllon, owner designates of
to receive a copy ofthe UeWs Notice as provided in Section 713.13(1)(b). Florida Statutes. Phone number:
a. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I. SECTION 713.13. FLORIDA STATUTES. AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING> OR ECORDING YOUR NOTICE OF COMMENCEMENT.
Gino DellaCava
tilOMr. aOwa Law. a Oinr/raLaw•. ('Mr hirer nW PMAft Siowtby. T )
I1Nronrae
State of T I a !, County of ze n
Theforegoing Ins/trun nt was acknowledged boforeme this 11 4-" day of n f
by C 111 n / V •I Lt.l aV G Who Is personally known' .. B'OR
N"Co pawn Ow unawn
who has produced Identification 0 typo of Identification produced:
a ~ SARAH MARINELLI
Notary PubIIC - SUN of Florida
Coffunlaaion • FF abtgal
My Comm. EWM Apr 30. 2020
Revision
Response,;to-Comments DEC 17 2018r
6\6
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # Submittal Date -1 LI
Project Address: C<« I4m Lefw,
Contact: Gnah m 6th 1 W k
Ph: Ltn— Am-w` . . Fax: gn-10166 -
Emai koy\ C,,>, GLS ('LYISyruc; 1nq k n c . OM,
Trades encompassed in revision: General description of revision:
Building fQ 11 MiL
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Dep"ent
Planning
Engineering
Building
ROUTING INFORMATION
Approvals
CEIVED
CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION
FIRE PLAN REVIEW SERVICE_FEES
PHONE: 407.688.5052
FAX: 407.688.5051
DATE• / L /! / PERMIT NUMBER•
BUSINESS/PROJECT NAME:
ADDRESS• _ Coo 111e ro arte.
CONTACT NAME• PHONE:
PLAN REVIEW INFORMATION
CONSTRUCTION [ ]C%O [ ] FIRE ALARM • [ /FIRE SPRINKLER [) HOOD [ ]PAINT BOOTH [ )TANK
DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO
TOTAL FEES•
r
Revisio .
Response t Comments
City of Sanford
AUG 3 0 1018 Building & Fire Prevention Division
Ph: 407.688.SlSO Fax: 407.688.SlS2
Email: building@sanfordfl.gov
Permit # 18-3234 Submittal Date 8/30/18
Project Address: 600 Aero Lane, Sanford 32771 i r-h
Contact: Sarah Marinelli
Ph: 407-628-5552
Email: sarah@acsconstructioninc.com
Trades encompassed in revision:
Building
12f Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Department
Utilities
6 Waste Water
Planning
Engineering
Fire Prevention
Building IF. tt .(O,/
Fax: 407-628-3957
General description of revision:
Please see Attached Client Comments
ROUTING INFORMATION
Approvals
City of Sanford
Building Division
P.O. Box 1788
Sanford, Florida 32771
Phone: 407.688.5150
Fax: 407.688.5152
PLAN REVIEW COMMENT
Date: September 12, 2018 Project: Office Building
Contact Person: Sarah Marinelli Job Address: 600 Aero Lane
Contact Phone Number: Application Number: 18-3234
Contact E-mail: sarah@acsconstructioninc.com Contact Fax Number:
ARCHITECTURAL
1. No comment.
STRUCTURAL
1. Sheet A301. Submit two sets of site specific Florida Product Approval or Miami Dade County Notice
of Acceptance for change in doors. You can email me this.
MECHANICAL
1. No comment.
PLUMBING
1. No comment.
ELECTRICAL
1. No comment.
Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152.
You may also contact me by e-mail at joy.deen@sanfordfl.gov.
Respectfully,
Joy Deen, Plans Examiner
Revisio U J , Response t Comments D
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # 18-3234 Submittal Date 8/30/18
Project Address: 600 Aero Lane, Sanford 32771
Sarah Marinelli
Ph: 407-628-5552 Fax: 407-628-3957
Email: sarah@acsconstructioninc.com
Trades encompassed in revision:
Building
l7 Plumbing
Electrical
Mechanical
Life Safety
Waste Water
General description of revision: EPTH
Please see Attached Client Comments
ROUTING INFORMATION
Department Approvals
Planning
Engineering
Fire Prevention
0 Building
ARCHITECTURE
August 27, 2018
City of Sanford Building Division
P.O. Box 1788
Sanford, Florida 32771
Job # 17291
Permit Number: 18-3234
C+Architecturc,L•L•C• To Whom It May Concern:
155 W. Central E)Ivd.
Suite 3+o This document is in response to the code comments received. The code comments are
Orlando, Florida 5280, addressed on plans attached and response is listed below:
p +07-563.6136
AA2600 i 09 CLIENT COMMENTS:
Mechanical.
Comment. Provide 4" PVC underground to house copper lines from CU to AHU
Response: Please see mechanical dwgs.
Plumbima:
Comment. T-off from sanitary line and run to far side of building to install floor clean out
Response: Please see plumbing dwgs.
Electrical:
Comment. Move condenser units to back of building
Response: Please see electrical dwgs.
Electrical. -
Comment: Add GFI's to warehouse
Response: Please see electrical dwgs.
Electrical.
Comment: Please revise warehouse lighting plan — use less fixtures if possible
Response: Please see electrical dwgs.
Electrical.
Comment: Remove light poles from site —add wall packs to north elevation
Response: Please see electrical dwgs.
Architectural:
a.
Comment: Would like to change OHO on North elevation to ones with glass panels. Also
add soffit/parapet wall to north elevation to accommodate wall packs.
Response: Please see page A301 for updated elevations reflecting clients request.
Respectfully,
Clark M. Stranahan, AIA, NCARB
Florida License #91246
Cc: file
AR91246
08/27/18 .lV
srFRED ARG`
Revisio
Response t Comments AUGG 0 201$
Permit # 18-3234 Submittal Date
Project Address: 600 Aero Lane, Sanford 32771
Contact:
Ph:
Sarah Marinelli
407-628-5552
Email: sarah@acsconstructioninc.com
Trades encompassed in revision:
6 Building
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Department
Utilities
Waste Water
Planning
Engineering
mmirePrevention I
0
Building City
of Sanford Building &
Fire Prevention Division Ph:
407.688.5150 Fax: 407.688.5152 Email:
building@sanfordfl.gov Fax:
407-628-3957 8/
30/18 General
description of revision: Please
see Attached Client Comments ROUTING
INFORMATION Approvals
i
CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION
FIRE PLAN REVIEW SERVICE FEES
PHONE: 407.688.5052
FAX: 407.688SOS1
DATE: I x PERMIT NUMBER• Arls&y/
BUSINESS/PROJECT NAME:
ADDRESS•
CONTACT NAME: PHONE:
PLAN REVIEW INFORMATION
CONSTRUCTION [ ]C/O [ ] FIRE ALARM [ j FIRE SPRINKLER [ 'HOOD [ ]PAINT BOOTH [ ]TANK
DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO
TOTAL FEES:
Revisio
Response t Comments O
Permit # 18-3234
City of Sanford
AUr 30 20;8 Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152lA ---i ?i Email- huildina(asanfordfl.aov
Submittal Date 8/30/18
Project Address: 600 Aero Lane, Sanford 32771
Contact: Sarah Marinelli r
EDPh: 407-628-5552 Fax: 407-628-3957r! L
Email: sarah@acsconstructioninc.com
Trades encompassed in revision:
6 Building
l Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Department
Utilities
D- Waste Water
Planning
Engineering
Fire Prevention
0 Building
General description of revision:
Please see Attached Client Comments
ROUTING INFORMATION
Approvals
q o 8
a Io It
Revisio
Response t Comments
Permit # 18-3234
AUG 30 20,8
Submittal Date
Project Address: 600 Aero Lane, Sanford 32771
Contact: Sarah Marinelli
Ph; 407-628-5552
Email: sarah@acsconstructioninc.com
Trades encompassed in revision:
0 Building
15 Plumbing
Electrical
E9 Mechanical
Life Safety
Waste Water
atment
De0
s
Utilities
Waste Water
Planning
Engineering
Fire Prevention
Building
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Fax: 407-628-3957
8/30/18
Q 1d
General description of revision:
Please see Attached Client Comments
ROUTING INFORMATION
Approvals
Revision.'
Response to Comments
Permit # ' 8 - 3: 31
Proiect Address: (a oo Hero
Ph: #-6-7-5057 345).-
Email: P"%.0 epwI 616177W- NET
Trades encompassed in revision:
Building
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Department
Utilities
Waste Water
Planning
Engineering
Fire Prevention
0 Building
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Submittal Date
Fax. 407-585'3-07?
DFc 1O
General description of revision:
r ems.
ROUTING INFORMATION
Approvals
CITY OF SANFORD
OCT Z 2018 BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
nQ 00
Documented Construction Value:. o< ! o A
Job Address: (o(--)(D Lane_ e&V-16yd Historic District: Yes No
Parcel ID: oZid lq — 30 14013 _DOQ Residential Commerciaha.
Type of Work: New ElAddition ElAlteration Repair Demo ElChange of Use[]Move
Description of Work: Adel C1 > 1Qtr1ey cA) LQe'kQr..(_ _ ..
fi^
e I„ t %&4i I„rt (, t.rsrYY l- 1 CiLk Plan Review
Contact Person: Kelli Sessions v Title:
Operations AA Phone: 407-
585-3252 Fax: 407-585-3277 Email: ka eiininton nPt Property Owner
Information Name r- -
J ld imC Photi6: Street: ,3
13 Resident of property? : U D far 3a-
7g City, StateZip: ` r - Contractor Information
Name Wiginton
Fire Systems - Charles Patrick Phone: 407-585-3252 Street: 699
Aero Lane Fax: 407-585-3277 City, State
Zip: Sanford Florida 32771 State License No.: FPC15-000105 Architect/Engineer
Information Name: Phone:
Street: City,
St,
Zip: Bonding Company:
Address: Fax:
E-
mail: _
Mortgage Lender:
Address: WARNING
TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application
is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced priortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a sepnrate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers,
henters, tanks, and air conditioners, etc. FBC 105.
3 Shall be inscribed with the date of application and the code in effect as of that date. 51" Edition (2014) Florida Building Code Revised: June
30. 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property ofthe requirements ofFlorida Lien Law, FS 713.
The City ofSanford requires payment ofa plan review fee at the time of permit submittal. A copy ofthe executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time ofsubmittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
1) - JJV- 1012 6 >g
Signature of Owner/Agent Dote Signature ofContractor/Agent Date
PrintOwner/Agent's Name
Signature of Notary -State of Florida Dote
Charles Patrick
Print Contractor/Agent's Name
t rr:. lalzell '
KELLI "ISIONS
Notary Public - State of Florida
Commission # FF 215262
My Comm. Expires Mar 30.2019
Bonded through National Notary Assn.
Owner/Agent is Personally Known to Me or Contractor/Agent is X_ Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
of Heads Fire Alarm Permit: Yes No
UTILITIES: WASTE WATER:
ENGINEERING: FI _ /%d BUILDING: — tL —l%-
Revised: June 30, 2015 Permit Application
Wiginton
FIRE SYSTEMS
Form S-600
PROPOSAL
Page 1 of 8
Date: 9-17-18 1 WFS Pro osal #:
Customer: ACS Construction Services
Address: 501 N. Orlando Ave. Suite 313 PMB#216 Winter Park, FL. 32789
Contact: Gino Dellacava
Phone: 407-628-5552 Fax: Cell:
Project: Aero Lane Industrial Park Building 2 Interiors stem revised 9-17-18
Location: Aero lane Sanford, FL.
Owner:
Arch./Eng.: C4 Architecture
Sheet #'s & Dates: 7-19-18 revised
Addenda (list):
EOR:
Wiginton Fire Systems (WFS) proposes to furnish materials and labor as specified below at the prices stated below:
Allowing WFS to commence work or Preparation for work will constitute acceptance by Customer ofthis Proposal. WFS and Customer
will execute an American hustitute ofArchitect's A401-1997 subcontract form to memorialize their agreement, supplemented and
modilted as Provitdetl by this proposal which shall be incorporated by reference into the Tntl subcontract.
SCOPE OF WORK INCLUDED:
Begin work I'-0" AFF in the riser room of Building 2 and install one complete wet pipe automatic fire
sprinklers system.
Price is based on commencement of seller's work after the slab is poured and includes the costs of electric
scissor lifts.
New system will be designed, fabricated and installed per NFPA 13 2013 edition.
All materials including pipe will be per NFPA 13.
New system will be designed per NFPA 13 ordinary hazard group 2. Design density to be .2 GPM/SQ.
FT. over the most remote 1500 square feet.
Note: above design criteria will protect storage up to 12'-0" of some commodities. Proposal is based on
buyer providing a signed "Owner Information Certificate" (OIC) which will confirm design criteria and
the intended use of the storage areas.
All threaded pipe will be schedule 40 joined by ductile iron threaded fittings. All welded/grooved (not
threaded) pipe will be schedule 7 joined by roll grooved couplings/fittings.
Sprinklers at all ceilings will be chrome semi -recessed pendants installed at the proposed ceiling heights.
Sprinklers in all exposed (warehouse) areas will be brass uprights.
Price is subject to change after review of a full set of final construction plans.
Seller reserves the right to utilize alternative options such as flex drops and extended coverage sprinklers.
Note: Due to rapidly rising steel prices, price is subject to revision at time of award.
O'rh: Attachments referenced by projecl name and WFS proposal Hand dated, shall be incor oraled com iewy as irwritten herein.
Prot)osed Schedule: TBD
Base Ouote/Bid: $29,422.00 (see below for a detailed breakdown of pricing, if applicable)
op Wiginton
FIRE SYSTEMS
Form S-600 Page 2 of 8
Wiginton Fire Systems — 699 Aero Lane Sanford, FL 32771
Sales Representative: Pete Aziz
Office: 407-585-3260 Fax: 407-585-3277 Cell: 407-453-9269
Accepted by: 43a,4,ao
Title: Sarah Marinelli
Date: 10/9/18
Subject to acceptance within 30 calendar days, conditions ofthis proposal and approval of Customer's credit by WFS.
CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION
FIRE PLAN REVIEW SERVICE -FEES.
PHONE: 407.688.5052
FAX: 407.688.5051
RECEIVED
DATE: /a/L9/e PERMIT NUMBER: 8`-3i-3y
BUSINESS/PROJECT NAME:
ADDRESS: 400 XWb
CONTACT NAME: PHONE:
PLAN REVIEW INFORMATION
CONSTRUCTION [ ]C/O [ ] FIRE ALARM . VFIRESPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK
DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO
TOTAL FEES: '`
a
THIS INSTRUMENT PREPARED BY:
Name: Sarah Marinelli
Address: 501 N Orando Ave, Suite 313 PMB 216
Winter Park, PL 32789
NOTICE OF COMMENCEMENT
Permit Number:
Parcel ID Number: 26-19-30-5AE-14OB-000
GRANT MALOY SEMINGLE COUNTY
CLERK OF CIRCUIT COURT t, COMP"I'ROLLER
BK 9961) Ps 15 (1F'3s)
CLERK'S : 2018006326
RECORDED 01/18/2018 11:37:00 AN
RECORDING FEES $10.00
RECORDED BY fidevore
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, thefollowinginformationisprovidedinthisNoticeofCommencement.
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
S 226 FT OF BLK 14 (LESS RDl
PB 1 PG 55 of SEMINOLE COUNTY RECORDS
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Ground Up Build Out of Commercial Building
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: DeMabry Holdings, Inc. 501 N Orlando Ave, Suite 313 PMB 216 Winter Park FL 32789
Interest in property: Owner
Fee Simple Title Holder (if other than owner listed above) Name:
Address:
4. CONTRACTOR: Name:_ACS Construction, Inc Phone Number: 407-628-5552
Address: 501 N Orlando Ave, Suite 313 PMB 216 Winter Park, FL 32789
S. SURETY (If applicable, a copy of the payment bond is attached): Name:
Address: Amount of Bond:
6. LENDER: Name: First Colony Bank Phone Number:
Address: PO Box 940370 Maitland, FL 32794-0370
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section713.13(1)(a)7., Florida Statutes.
Name: Mark Ziebarth Phone Number: 407-937-2291
Address: PO Box 940370 Maitland, FL 32794-0370
8. In addition, Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMEeOR RECORDING YOUR NOTICE OF COMMENCEMENT.
Gino DellaCava
Signature or Owner or Lessee, or Owner's or Lessee's (Pnni Name and Prowde Signatory's Title/Office) AUVIOnZed Otricer/Director/Partner/Menager)
State of i'1 M &'1 County of lJ Il"1 I n i-' lC,
The foregoing Instrument was taccknowledgeeld before me this I 11
day of G 1.• — / 20 1'--)
by Cam% 1 1) 0, Qxl'l G'L.l iV - . Who is personally knowni me B'vRNameofpersonmakingstatement
who has produced identification O type of identification produced:
P SARAMMARINEIII
Notary Public - State of Florida aIts'
sa, t
9;,«
COmmistiloe / FF 981937
My Comm. AW " EnPlres Apr 30.2020 SEN t
r
By
SrtJh OF?r
D p
BUILDING DIVISION
CONTRACTOR:
3011 ADDRESS:
ij
Building & Fire Prevention Division
Commercial - Structural Permit Card
ISSUE Dr1'I'1111!:A lr* a lqs / S
o Ch
TYPM: OF WORK: I 1 *AJ hU-./ /d-4 ' `C
Post this permit in a conspicuous location outside I -cave all work uncovered until inspected and approvedApprovedplansmustbepostedwithpermitforinspectionPtrmitexires6monthsfromdateorissueorlastapproved inspection
PROTECT FROM WEATHER
FOUNDATION / CONCRETE / MASONRY EXTERIOR
LY,c11E(,170M7]TB A/'/'H(1171J HfaF.(,'TlJ) 7i1H A:1/'6C7%(1,Y7Y1'f: l/'/'HOVEI) HhJf.(."I'F-U LV,G'fC7Y k
FOOTL"•R SHEATHING - WALLS
Sl'EMWALI' SHEATHING - ROOF
SLAB / MONO -SLAB LATH INSPECTION
LINTEL / TIE 13EAM FINAL STUCCO / SIDING
INTERIOR ROOF
lASI'h.'C'l70;S'7T!'F. AI'l'NOI•f:n HI/F-CTEV
IN7RE
Al'l'NOI%'n REIECTF.n N.Sr•/:('%T)H
FRAMs
INSUI.A'I'IUN ROUGH -IN
INSUI.A'l-ION - ROOF WINDOWS/DOORS
DRYWALL /SHEETROCK InsrE(:%%oN7YrE A/v'Holrn Hrrr:cr/tn NSrrr7r H
BUILDING CEILING GRID I-INAL WINDOW
FIRr.WALL SCRI7.W FINAL DOOR
FIR13WALL FINAL DEMOLITION
CEILING AIR BARRIER 1"I'EMONn'rE AITHO ED REIEC7fJ) 1A:1;1,E('7Y)R
INSULATION FINAL FINAI. DEMO
FIREWALI. FINAL
FINAL INSPECTIONS SPECIAL / MISCELLANEOUS
IKSPEC7701V7TI'E A/Y'HOIF:U HfJE(:TF,IJ INSPEC'M IN.S/'ECHON%]TE AI'/•HO E/J RFJECTEO INSj1f.'t711(
FINAL COMMERCIAL - NEW PILING INSPECTION
FINAL CONIN•1 - ALTERATION/ADDITION fIL'I' WALL
FINAL COMM - CHANGE 01- USE TRAILER TIE DOWN
FINAI. BUILDING - OTI-IIiR IRRIGATION FINAL
FINAI. Ul'luw BUILDING
I
111II1 1111 mn n il1;,._
Jimmy Patronls
CHIEF FINANCIAL OFFICER
Julius Italas
DIVISION DIRECTOR
Casio Sinco
BUREAU CHIEF
Keith McCarthy
SAFETY PROGRAM MANAGER
FLORIDA DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF STATE FIRE MARSHAL
200 East Gaines Street - Tallahassee, Florida 32399-0342
Tel,850.413-3644 Fax.850-410-2467
CERTIFICATE OF COMPETENCY
OFFICIAL COPY
THIS CERTIFIES THAT: Charles Patrick
699 Aero Lane
Sanford FL 32771
BUSINESS ORGANIZATION: Wiginton Corp. dba Wiginton Fire Systems
Contractor II is limited to the execution of contracts requiring the ability to layout, fabricate, install,
inspect, alter, repair, and service water sprinkler systems, water spray systems, foam -water sprinkler
systems, foam -water spray systems, standpipes, combination standpipes and sprinkler risers, all piping
that is an integral part of the system beginning at the point of service, sprinkler tank heaters, air lines,
thermal systems used in connection with sprinklers, and tanks and pumps connected thereto, excluding
pre-engineered systems.
Issue Date:
Type:
Class:
County:
License/Permit #:
Expiration Date:
07/01 /2018
07
12
Seminole
FPC 15-000105
06/30/2020
Chief Financial Officer
SEMINOLE COUNTY BUSINESS TAX RECEIPT
JOEL M. GREENBERG, SEMINOLE COUNTY TALC COLLECTOR
PO BOX 630 1 SANFORD, FL 32772 1 407-665-1000
WWW.SEMINOLECOUNTY.TAX
VALID THROUGH 09/30/19
WIGINTON FIRE SYSTEMS
699 AERO LN
SANFORD, FL 32771
MICHAEL MCKEEVER (OFFICER)
CHARLES PATRICK (OUALIFIER)
CHARLES PATRICK (OFFICER)
Receipt #: 1 S172018082908408
Account #:125731
REGULATED
License 11 - FPC15-000105
Qualifier- CHARLES PATRICK
SANFORD CITY LICENSE REQUIRED -'
Amount Paid: $ 45.00
BUSINESS OWNER, PLEASE NOTE THE FOLLOWING:
Date Paid:08/29/2018
DISPLAY THE ABOVE RECEIPT PROMINENTLY: This Business Tar. Receipt shall be displayed
conspicuously at the place of business in such a manner that it can be open to the view of the public and
subject to inspection by all duly authorized officers of the County. Upon failure to do so the business
shall be subject to the payment of another business tax for [he same business or, profession.
RENEW THIS TAX BEFORE IT EXPIRES: Pursuant to Floncla Statutes, all Business Tax Receipts shall be
issued by the Tax Collector beginning July 1 st of each year, and it shall expire on September 30th of the
succeeding year. Those Business Tax Receipts issued as renewal accounts beginning October 1st shall
be celinquent and subject to a delinquency penalty of 10% for the month of October, plus an additional
5% penalty for each rnonth of delinquency thereafter until paid; provided that the total penalty shall not
exceed 25% of the business tax for the delinquent establishment (Florida Statute [FS] 205.053 (11).
A 25% penalty shall be imposed on any individual engaged in any new business or profession without
first obtaining a Seminole County Business Tax receipt ([FS) 205.053 (2)).
This Business Tax Receipt is only a receipt for business taxes paid. It does not permit the taxpayer- to
violate any existing regulatory or zoning laws of the state, county, or municipality, nor does it exempt
the taxpayer from any other required licenses, registrations, certifications, or permits. Business fax
requirements are subject to legislative change.
REPORT ALL CHANGES: The holder of this Business Tax Receipt is required to report a change in the
folloVnng: Ownership, Business Location, Mailing Address, or any Other inforniation that would alter the
status of the current year's information. This includes, but is not limited to, the loss of or a change in a
State or Regulator;, License which was used to qualify for the business identified on the current County
Business Tax Receipt. If you have any changes to report, contact the Business Tax Department at
407-665-7636.
WIGINTON CORPORATION
WIGINTON FIRE SYSTEMS
699 AERO LN
SANFORD, FL 32771
1 CITY OF CITY OF SANFORDSAFOMBuildingDivision A
PO Box 178811FLORIDA ,Sanford, FL 32772-1788
2019
LOCAL BUSINESS TAX RECEIPT
p VALID THROUGH SEPTEMBER 30, 2019
WIGINTON FIRE SYSTEMS
aV 699 AERO LN
SANFORD FL 32771
This receipt is a local business tax only. It does not permit the local business taxpayer to r1
violate any existing zoning or regulatory laws of the state or county, nor does it exempt the
business taxpayer from any other license or permits required by law.
Issue Date: August 27, 2018 Control Number: 0017284
Business Location: 699 AERO LN
Receipt
Number ClasslNcaticn Receipt
Amount
Penalty
Amount Total
5030C
00024561 CONTRACTOR 10 OR MORE 200.00 00 200.00
EMPLOYEES
RESTRICTION NO FIRE FEE/SHARES SPACE W QUALITY FABRICATION
COMMENT ALARM EF0001166 08/31/20 FPC15000105 06 30 20
r
SEMINOLE COUNTY TAX RECEIPT REQUIRED 1,4
ORIGINAL TAX RECEIPT MUST BE DISPLAYED ON PREMISES
e
i
ri
r
Qa
a
a
a ;
In* yWigintonFireSstems
699 Aero Lane, Sanford, FL 32771 - Phone: (407) 585-3200 - Fax: (407) 585-3277
LETTER OF TRANSMITTAL OCT 1 y 2010
TO: City of Sanford
300 North Park Avenue
Sanford, FL 32771
We are sending you the following items:
o Fire Sprinkler Permit Package
Date: October 25, 2018
Job#: 2010849
Attn: Plan Review
Re: Aero Lane Industrial Park
Bldg. 2 Interior System
COPIES DATE NO. DESCRIPTION
3 Signed & Sealed Plans, Calcs, and Submittals
1 Permit Application
1 Signed Proposal
1 Property Record Card
1 Certificate of Competency
1 NOC
1 Building Permit
1 Certificate of Insurance
1 A41 l 25 Check for Permit Deposit
1 Business Tax Receipt
Remarks: If you have any questions, please call me at (407) 585-3252, or email
at kas wiginton.net.
Thank You,
Cc: Contract File Signe 00,
Ke li Ses ions
Operati ns Administrative
Assistant
Kevin Busck, Designer
Additional Full Service Locations
Jacksonville, FL (904) 262-6107 - Daytona Beach, FL (386) 257-4300 - Miami, FL (305) 625-0004 - Tampa, FL (813) 623-2333
v
E
C
10
W
CM
0TL4AtjoWigint 0A0A
699 Aero Lane, Sanford, FL 32771
TEL: 407-585-3200 - FAX: 407-585-3277
www.wigintonfiresystems.com
PERMIT
2010849
Aero Lane Building. 2
600 Aero Lane, Sanford FL 32771
Sanford, FL 32771
Submittal One
Dated: October 22, 2018
pJ ''G NS• T
No, 75861jrt
r
xoz
OFFICE
T9,00 fflRam
FIRE SYSTEMS
Wiginton Fire Systems
699 Aero Lane
Sanford, FI 32771
407 585 3200
Job Name AERO LANE INDUSTRIAL PARK BLDG.2 INTERIOR SYS.
Drawing FP1-2
Location WAREHOUSE
Remote Area 1
Contract 3
Data File CALC.WXF
Computer Programs by Hydratec Inc. Revision: 50.52.1
Wiginton Fire Systems
AERO LANE INDUSTRIAL PARK BLDG.2 INTERIOR SYS.
HYDRAULIC CALCULATIONS
for
Project name: AERO LANE INDUSTRIAL PARK BLDG.2 INTERIOR SYS.
Location: WAREHOUSE
Drawing no: FP1-2
Date: 10-17-18
Design
Remote area number. 1
Remote area location: SW CORNER OF BLDG
Occupancy classification: OH G.2
Density. .20 - Gpm/SgFt
Area of application: 1504 - SgFt
Coverage per sprinkler. 130 - SgFt
Type of sprinklers calculated. TYCO SR UPRIGHTS
No. of sprinklers calculated. 12
In -rack demand. N/A - GPM
Hose streams: 250 - GPM
Total water required (including hose streams): 573.735 - GPM @ 54.131 -Psi
Type of system: WET
Volume of dry or preaction system: -Gal
Water supply information
Date: 10/10/18
Location: 600 AERO LANE, SANFORD FL
Source: FIRE HYDRANT
Name of contractor. Wiginton Fire Systems
Address: 699 Aero Lane / / Sanford, FI 32771
Phone number: 407 585 3200
Name of designer. KWB
Authority having jurisdiction:
Notes: (Include peaking information or gridded systems here)
Page 1
Date 10-17-18
Computer Programs by Hydratec Inc. Revision: 50.52.1
Water Supply Curve C
Wiginton Fire Systems Page 2AEROLANEINDUSTRIALPARKBLDG.2 INTERIOR SYS. Date 10-17-18
City Water Supply:
C1 - Static Pressure : 66
C2 - Residual Pressure: 61
C2 - Residual Flow : 1140
Demand:
D1 - Elevation 6.423
D2 - System Flow 323.735
D2 - System Pressure 54.130
Hose ( Demand) 250
D3 - System Demand 573.735
Safety Margin 10.466
150
140
130
p 120
R 110
E 100
S 90
S 80
U 70 C
R 60
E 50
D3
40
30
20
10
D1
200 400 600 800 1000 1200 1400 1600 1800
FLOW (NA1.85)
Computer Programs by Hydratec Inc. Revision: 50.52.1
Fittings Used Summary
Wiginton Fire Systems
AERO LANE INDUSTRIAL PARK BLDG.2 INTERIOR SYS. Page 3
Date 10-17-18
Fitting Legend
Abbrev. Name % 3/4 1 1 % 1 % 2 21A 3 3'/2 4 5 6 8 10 12 14 16 18 20 24
B NFPA 13 Butterfly Valve
E NFPA 13 90' Standard Elbow
Fsp Flow Switch Potter VSR
G NFPA 13 Gate Valve
S NFPA 13 Swing Check
T NFPA 13 90' Flow thru Tee
U 45' Ell Firelock #003
V 90' Ell Firelock #001
X 90'Tee-BranchFirelock002
Zaf Ames 3000SS
Unit Summary
Diameter Units
Length Units
Flow Units
Pressure Units
0 0 0 0 0 6
1 2 2 3 4 5
Fitting generates a Fixed Loss Based on Flow
0 0 0 0 0 1
0 0 5 7 9 11
3 4 5 6 8 10
0 0 0 0 0 1.8
0 0 0 0 0 3.5
0 0 0 0 0 8.5
Fitting generates a Fixed Loss Based on Flow
Inches
Feet
US Gallons per Minute
Pounds per Square Inch
7 10 0 12 9 10 12 19 21
6 7 8 10 12 14 18 22 27
1 1 1 2 2 3 4 5 6
14 16 19 22 27 32 45 55 65
12 15 17 20 25 30 35 50 60
2.2 2.6 0 3.4 4.2 5 5 2.8 3.2
4.3 5 0 6.8 8.5 10 13 4.5 5.1
10.8 13 0 16 21 25 33 9.3 11
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with '. The fittings marked with a ' show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a ' will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
0 0 0 0 0
35 40 45 50 61
7 8 10 11 13
71 81 91 101 121
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
Computer Programs by Hydratec Inc. Revision: 50.52.1
Pressure / Flow Summary - STANDARD
Wiginton Fire Systems Page 4
AERO LANE INDUSTRIAL PARK BLDG.2 INTERIOR SYS. Date 10-17-18
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Reg.
1 16.58 5.6 21.61 na 26.03 0.2 130 7.0216835.6 21.56 na 26.0 0.2 130 7.0
3 17.0 5.6 21.69 na 26.08 0.2 130 7.0
4 17.25 56 22.02 na 26.28 0.2 130 7.0
5 17.42 5.6 22.68 na 26.67 0.2 130 7.0
TR1 16.92 30.26 na
M1 15.0 32.78 na
M2 15.0 32.84 na
M3 15.0 33.03 na
TSR 11.0 38.05 na
BSR 1.67 46.9 na
UG1 3.0 49.01 na 250.0
HSE 3.0 50.43 na
UG2 3.0 51.78 na
UG3 3.0 55.54 na
TST 2.0 54.13 na
6 16.58 5.6 21.64 na 26.05 0.2 130 7.0716.83 5.6 21.59 na 26.02 0.2 130 7.0
8 17.0 5.6 21.73 na 261 0.2 130 7.0
9 17.25 5.6 22.05 na 26.3 0.2 130 7.0
10 17.42 5.6 22.72 na 26.69 0.2 130 7.0
TR2 16.92 30.31 na
11 17.25 5.6 30.16 na 30.76 0.2 130 7.0
12 17.42 5.6 30.17 na 30.76 0.2 130 7.0
TR3 16.92 32.2 na
The maximum velocity is 11.04 and it occurs in the pipe between nodes 10 and TR2
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen -Williams - 2007
Wiginton Fire Systems Page 5
AERO LANE INDUSTRIAL PARK BLDG.2 INTERIOR SYS. Date 10-17-18
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
1 26.03 2.203 0.0 10.000 21.607 K Factor = 5.60
to 120.0 0.0 0.0 0.108
2 26.03 0.0057 0.0 10.000 0.057 Vel = 2.19
2 26.00 2.203 0.0 10.000 21.556 K Factor = 5.60
to 120.0 0.0 0.0 0.074
3 52.03 0.0206 0.0 10.000 0.206 Vel = 4.38
3 26.08 2.203 0.0 10.000 21.688 K Factor = 5.60
to 120.0 0.0 0.0 0.108
4 78.11 0.0436 0.0 10.000 0.436 Vel = 6.57
4 26.28 2.203 0.0 9.830 22.016 K Factor = 5.60
to 120.0 0.0 0.0 0.074
5 104.39 0.0747 0.0 9.830 0.734 Vel = 8.79
5 26.66 2.203 X 11.593 53.250 22.676 K Factor = 5.60
to 120.0 0.0 11.593 0.217
TR1 131.05 0.1136 0.0 64.843 7.367 Vel = 11.03
TR1 0.0 2.203 T 13.639 1.250 30.260
to 120.0 0.0 13.639 0.832
M1 131.05 0.1136 0.0 14.889 1.691 Vel = 11.03
M 1 0.0 4.304 0.0 12.500 32.783
to 120.0 0.0 0.0 0.0
M2 131.05 0.0043 0.0 12.500 0.054 Vel = 2.89
M2 131.17 4.304 0.0 12.500 32.837
to 120.0 0.0 0.0 0.0
M3 262.22 0.0158 0.0 12.500 0.197 Vel = 5.78
M3 61.52 4.304 3V 28.239 91.000 33.034
to 120.0 X 22.148 50.387 1.732
TSR 323.74 0.0232 0.0 141.387 3.281 Vel = 7.14
TSR 0.0 4.304 B 16.611 9.000 38.047
to 120.0 S 30.454 69.213 7.041 Fixed Loss = 3
BSR 323.74 0.0232 Fsp 0.0 78.213 1.814 Vel = 7.14
X 22.148
BSR 0.0 6.16 E 15.101 6.000 46.902
to 120.0 0.0 15.101 2.023
UG1 323.74 0.0040 0.0 21.101 0.085 Vel = 3.49
UG1 250.00 6.09 E 21.583 152.000 49.010 Qa = 250
to 150.0 0.0 21.583 0.0
HSE 573.74 0.0082 0.0 173.583 1.417 Vel = 6.32
HSE 0.0 6.09 U 7.708 158.000 50.427
to 150.0 0.0 7.708 0.0
UG2 573.74 0.0082 0.0 165.708 1.353 Vel = 6.32
UG2 0.0 6.16 4E 80.336 12.000 51.780
to 140.0 Zaf 0.0 80.336 2.951 Fixed Loss = 2.951
UG3 573.74 0.0088 0.0 92.336 0.810 Vel = 6.18
UG3 0.0 6.09 G 4.625 20.000 55.541
to 150.0 T 46.249 72.457 2.166
TST 573.74 0.0082 E 21.583 92.457 0.755 Vel = 6.32
0.0
573.74 54.130 K Factor = 77.98
Computer Programs by Hydratec Inc. Revision: 50.52.1
Final Calculations - Hazen -Williams
Wiginton Fire Systems Page 6
AERO LANE INDUSTRIAL PARK BLDG.2 INTERIOR SYS. Date 10-17-18
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
NEW PATH
6 26.05 2.203 0.0 10.000 21.645 K Factor = 5.60
to 120.0 0.0 0.0 0.108
7 26.05 0.0057 0.0 10.000 0.057 Vel = 2.19
7 26.03 2.203 0.0 10.000 21.594 K Factor = 5.60
to 120.0 0.0 0.0 0.074
8 52.08 0.0206 0.0 10.000 0.206 Vel = 4.38
8 26.10 2.203 0.0 10.000 21.726 K Factor = 5.60
to 120.0 0.0 0.0 0.108
9 78.18 0.0437 0.0 10.000 0.437 Vel = 6.58
9 26.30 2.203 0.0 9.830 22.055 K Factor = 5.60
to 120.0 0.0 0.0 0.074
10 104.48 0.0748 0.0 9.830 0.735 Vel = 8.79
10 26.69 2.203 X 11.593 53.250 22.716 K Factor = 5.60
to 120.0 0.0 11.593 0.217
TR2 131.17 0.1138 0.0 64.843 7.378 Vel = 11.04
TR2 0.0 2.203 T 13.639 1.250 30.311
to 120.0 0.0 13.639 0.832
M2 131.17 0.1138 0.0 14.889 1.694 Vel = 11.04
0.0
131.17 32.837 K Factor = 22.89
NEW PATH
11 30.76 2.203 0.0 9.830 30.164 K Factor = 5.60
to 120.0 0.0 0.0 0.074
12 30.76 0.0078 0.0 9.830 0.077 Vel = 2.59
12 30.75 2.203 X 11.593 53.250 30.167 K Factor = 5.60
to 120.0 0.0 11.593 1.048
M3 61.51 0.0281 0.0 64.843 1.819 Vel = 5.18
0.0
61.51 33.034 K Factor = 10.70
TR3 0.0 2.203 T 13.639 1.250 32.202
to 120.0 0.0 13.639 0.832
M3 0.0 0.0 0.0 14.889 0.0 Vel = 0
0.0
0.0 33.034 K Factor = 0
Computer Programs by Hydratec Inc. Revision: 50.52.1
699 Aero Lane, Sanford, FL 32771
TEL: 407-585-3200 - FAX: 407-585-3277
www.wigintonfiresystems.com
2010849
Aero Lane Building. 2
600 Aero lane
Sanford, FL 32771
Submittal One
Dated: October 22, 2018
pERMR #
The materials submitted in this package...
are intended to describe the type and quality of all materials to be used on this
project. This submittal intends that all materials, appliances, pieces, parts, and
craftsmanship, will be equal to and/or better than the specific item shown and that
actual per foot friction losses will be equal to and/or less than indicated herein.
Some of the items included may be substituted due to common procurement,
stocking and supply procedures, scheduling requirements, etc. at the option of
WFS, however ALL supplied and installed materials will meet the requirements of
the applicable N.F.P.A. code in effect at the time of installation.
All materials and equipment furnished shall be new and approved by the
Underwriters' Laboratories, Inc. (UL), Factory Mutual (F/M), and/or American Water
Works Association (AWWA) where applicable.
A. Sprinklers
L_
tqFire Protection
Products
Series TY-BY 5.6 K-factor
Worldwide www.tyco-fire.comContacts
Upright, Pendent, and Recessed Pendent Sprinklers
Standard Response, Standard Coverage
General
Description
The TYCO Series TY B, 5.6 K-factor,
Upright (TY315) and Pendent (TY325)
Sprinklers described in this data sheet
are standard response, standard cov-
erage, decorative 5 mm glass bulb
type spray sprinklers designed for use
in light, ordinary, or extra hazard, com-
mercial occupancies such as banks,
hotels, shopping malls, factories, refin-
eries, and chemical plants.
The recessed version of the Series
TY B Pendent Sprinkler, where applica-
ble, is intended for use in areas with a
finished ceiling. This recessed pendent
sprinkler uses one of the following:
A two-piece Style 15 Recessed
Escutcheon with recessed adjust-
ment up to 5/8 inch (15,9 mm) from
the flush pendent position.
A two-piece Style 20 Recessed
Escutcheon with recessed adjust-
ment up to 1/2 inch (12,7 mm) from
the flush pendent position.
The adjustment provided by the
Recessed Escutcheon reduces the
accuracy to which the fixed pipe drops
to the sprinklers must be cut.
Intermediate level versions of Series
TY B Sprinklers are described in Tech-
nical Data Sheet TFP352. Sprinkler
guards and shields are described in
Technical Data Sheet TFP780.
IMPORTANT
Always refer to Technical Data
Sheet TFP700 for the 'INSTALLER
WARNING" that provides cautions
with respect to handling and instal-
lation of sprinkler systems and com-
ponents. Improper handling and
installation can permanently damage
a sprinkler system or its compo-
nents and cause the sprinkler to fail
to operate in a fire situation or cause
it to operate prematurely.
rXemm
The Series TY-B Sprinklers described
herein must be installed and main-
tained in compliance with this docu-
ment, as well as with the applicable
standards of the National Fire Protec-
tion Association, in addition to the stan-
dards of any other authorities having
jurisdiction. Failure to do so may impair
the performance of these devices.
The owner is responsible for main-
taining their fire protection system
and devices in proper operating con-
dition. Contact the installing contrac-
tor or product manufacturer with any
questions.
Sprinkler
Identification
Numbers (SINs)
XTY315...... Upright 5.6K,1/2"NPT
TY325...... Pendent 5.6K,1/2" NPT
Technical
Data
Approvals
Refer to Table A
Maximum Working Pressure
175 psi (12.1 bar)
250 psi (17.2 bar)'
The maximum working pressure of 250 psi (17.2 bar)
only applies to the listing by Underwriters Laborato-
Flas.Inc. (Uu.
Discharge Coefficient
K = 5.6 GPM/psi% (80,6 LPM/bar%)
Temperature Ratings
Refer to Table A
Finishes
Sprinkler: Refer to Table B
Recessed Escutcheon: White Coated,
Black Coated, Chrome Plated, or Brass
Plated
Physical Characteristics
Frame ............................Bronze
Button ...................... Brass/Copper
Sealing Assembly ... Stainless Steel w/TEFLON
Bulb...............................Glass
Compression Screw.................Bronze
Deflector..........................Bronze
Operation
The glass bulb contains a fluid which
expands when exposed to heat. When
the rated temperature is reached, the
fluid expands sufficiently to shatter the
glass bulb, allowing the sprinkler to
activate and water to flow.
Design
Criteria
The TYCO Series TY-B, 5.6 K-factor,
Upright (TY315) and Pendent (TY325)
Sprinklers are intended for fire protec-
tion systems designed in accordance
with the standard installation rules
recognized by the applicable Listing
or Approval agency (e.g., UL Listing
is based on the requirements of NFPA
13, and FM Approval is based on the
requirements of the FM Loss Preven-
tion Data Sheets). Only the Style 15
or Style 20 Recessed Escutcheon, as
applicable, is to be used for recessed
pendent installations.
Page i of 4 JULY 2017 TFP152
L.
TFP152
Page 2of4
1
c
Frame
ponents.
4 -Bulb * Temperature rating is ** Pipe thread connections per ISO 7-1
2 - Button 5 - Compression indicated on Deflector. can be provided on special request.
3 - Sealing Screw ESCUTCHEON PLATE 1/2" 7/16" (11,1 mm) Assembly 6 - Deflector* DEFLECTOR* SEATING SURFACE NPT** NOMINAL MAKE -IN
6*
5 7/16"
11,1 mm)
q NOMINAL
MAKE -IN
2 2" V
3 50,8 mm)
1
1/2 NPT*
CROSS SECTION
2"
50.8 mm)
1 /.
WRENCH
FLATS
DEFLECTOR * --- 2-7/8- (73,0 mm) DIA.
STYLE 15 or 20
RECESSED
ESCUTCHEON
UPRIGHT PENDENT RECESSED PENDENT
FIGURE 1
SERIES TY-B UPRIGHT (TY315) AND PENDENT (TY325) SPRINKLERS
5.6 K-FACTOR, 112 INCH NPT, STANDARD RESPONSE
w
WRENCH RECESS
USE ONLYeexEND -A-)
FIGURE 2
W-TYPE 6
SPRINKLER WRENCH
WRENCH
RECESS
PUSH WRENCH
IN TO ENSURE
ENGAGEMENT
WITH SPRINKLER
WRENCHING AREA
FIGURE 3
W-TYPE 7 RECESSED
SPRINKLER WRENCH
Installation
The TYCO Series TY-B, 5.6 K-factor,
Upright (fY315) and Pendent (TY325)
Sprinklers must be installed in accor-
dance with this section.
General Instructions
Do not install any bulb type sprinkler
if the bulb is cracked or there is a loss
of liquid from the bulb. With the sprin-
kler held horizontally, a small air bubble
should be present. The diameter of the
air bubble is approximately 1/16 inch
1,6 mm) for the 135OF (57°C) to 3/32
inch (2,4 mm) for the 360"F (182°C)
temperature ratings.
A leak -tight 1/2 inch NPT sprinkler joint
should be obtained by applying a min-
imum -to -maximum torque of 7 to 14
ft: Ibs. (9,5 to 19,0 NM). Higher levels
oftorque may distort the sprinkler inlet
and cause leakage or impairment of the
sprinkler.
Do not attempt to compensate for
insufficient adjustment in the escutch-
eon plate by under- or over -tightening
the sprinkler. Readjust the position of
the sprinkler fitting to suit.
Upright and Pendent Sprinklers
The Series TY B Upright and Pendent
Sprinklers must be installed in accor-
dance with the following instructions.
Step 1. Install pendent sprinklers in the
pendent position; install upright sprin-
klers in the upright position.
Step 2. With pipe -thread sealant
applied to the pipe threads, hand -
tighten the sprinkler into the sprinkler
fitting.
Step 3. Tighten the sprinkler into the
sprinkler fitting using only the WType
6 Sprinkler Wrench (Figure 2). With ref-
erence to Figure 1, apply the WType 6
Sprinkler Wrench to the wrench flats.
Torque sprinklers 7 to 14 ft: lbs. (9,5 to
19,0 Nm).
Recessed Pendent Sprinklers
The Series TY-B Recessed Pendent
Sprinklers must be installed in accor-
dance with the following instructions.
Step A. After installing the Style 15 or
Style 20 Mounting Plate, as applica-
ble, over the sprinkler threads and with
pipe -thread sealant applied to the pipe
threads, hand -tighten the sprinkler into
the sprinkler fitting.
Step B. Tighten the sprinkler into the
sprinkler fitting using only the WType
7 Recessed Sprinkler Wrench (Figure
3). With reference to Figure 1, apply the
WType 7 Recessed Sprinkler Wrench
to the sprinkler wrench flats. Torque
sprinklers 7 to 14 ft.-Ibs. (9,5 to 19,0
Nm).
Step C. After the ceiling is installed or
the finish coat is applied, slide on the
Style 15 or Style 20 Closure over the
Series TY-B Sprinkler and push the
Closure over the Mounting Plate until
its flange contacts the ceiling.
L
Care and
Maintenance
The TYCO Series TY B, 5.6 K-factor,
Upright (TY315) and Pendent (TY325)
Sprinklers must be maintained and ser-
viced in accordance with this section.
Before closing a fire protection system
main control valve for maintenance
work on the fire protection system
that it controls, obtain permission to
shut down the affected fire protection
system from the proper authorities
and notify all personnel who may be
affected by this action.
Absence of the outer piece of an
escutcheon, which is used to cover
a clearance hole, can delay sprinkler
operation in a fire situation.
The owner must assure that the sprin-
klers are not used for hanging any
objects and that the sprinklers are only
cleaned by means of gently dusting
with a feather duster; otherwise, non -
operation in the event of a fire or inad-
vertent operation may result.
Sprinklers which are found to be
leaking or exhibiting visible signs of
corrosion must be replaced.
Automatic sprinklers must never be
painted, plated, coated, or other-
wise altered after leaving the factory.
Modified sprinklers must be replaced.
Sprinklers that have been exposed to
corrosive products of combustion, but
have not operated, should be replaced
if they cannot be completely cleaned
by wiping the sprinkler with a cloth or
by brushing it with a soft bristle brush.
Care must be exercised to avoid
damage to the sprinklers before,
during, and after installation. Sprin-
klers damaged by dropping, striking,
wrench twist/slippage, or the like, must
be replaced. Also, replace any sprin-
kler that has a cracked bulb or that has
lost liquid from its bulb. (Ref. Installa-
tion Section.)
Thereafter, annual inspections per
NFPA 25 are required; however, instead
of inspecting from the floor level, a
random sampling of close-up visual
inspections should be made.
The owner is responsible for the
inspection, testing, and maintenance of
their fire protection system and devices
in compliance with this document, as
well as with the applicable standards
of the National Fire Protection Asso-
ciation (e.g., NFPA 25), in addition to
the standards of any other authorities
having jurisdiction. Contact the install-
ing contractor or product manufacturer
with any questions.
TFP152
Page 3 of 4
2-7/8' DIA.
73,0 mm)
2-1/4" DIA.
FACE OF (57,2 mm)
SPRINKLEA;5—
FITTING 5/8' (15,9 mm)
FLUSH
3/8t5/16'
9,5t77,9—mm)
IMOUNTIN1/8" SURFACE (
3,2 mm) CLOSURE
SERIES MOUNTING 1-3/8" (34.9 mm) TY
BPLATE 3/4' (19.1 mm) FIGURE
4 SERIES
TY-B RECESSED PENDENT SPRINKLER ASSEMBLY(TY325) WITH
TWO-PIECE 518 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED
ESCUTCHEON 2-
7/8' DIA. 73,
0 mm) FACE
OF SPRINKLER
2-1/4' DIA. FITTING (
57,2 mm) 5/
16t1/4" (7,
9t6,4 mm) 1/2" (12,7 mm) FLUSH
MOUNTING
1/8" SURFACE (
3,2 mm) CLOSURE
SERIES MOUNTING 1-3/8' (34,9 mm) TY
BPLATE 7/8" (22.2 mm) FIGURE
5 SERIES
TY-B RECESSED PENDENT SPRINKLER ASSEMBLY (TY325) WITH
TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED
ESCUTCHEON Automatic
sprinklers are recommended to
be inspected, tested, and maintained by
a qualified Inspection Service in accordance
with local requirements and/
or national codes. Limited
Warranty
For
warranty terms and conditions, visit www.
tyco-fire.com, Ordering
Procedure
Contact
your local distributor for avail- ability.
When placing an order, indicate the
full product name and Part Number PIN).
Sprinkler
Assemblies with NPT Thread
Connections Specify:
Series TY-B Upright or Pendent (
specify) Sprinkler, SIN specify),
K=5.6, Standard Response, specify)
temperature rating, (specify) finish,
P/N (specify, refer to Table B) Recessed
Escutcheon Specify:
Style 15 Recessed Escutch- eon
with (specify') finish, P/N (specify') Specify:
Style 20 Recessed Escutch- eon
with (specify') finish, P/N (specify') Refer
to Technical Data Sheet TFP770 Sprinkler
Wrench Specify:
W-Type 6 Sprinkler Wrench, P/
N 56-000-6-387 Specify:
W-Type 7 Sprinkler Wrench, P/
N 56-850-4-001
TFP152
Page 4 of 4
K SPRINKLER
TYPE
TEMPERATURE
RATING
BULB
LIOUID
COLOR
SPRINKLER FINISH (+)
NATURAL
BRASS I CHROME
PLATED I POLYESTER"
5.6
1/2
NPT
TY315)
T
and
PENDENT
TY325)
Figure 1
135°F(57°C) Orange
1, 2, 3, 4, 5, 6,
155°F (68°C) Red
175°F (79°C) Yellow
200°F (93-C) Green
286°F (141°C) Blue
360°F (182-C) Mauve
RECESSED
PENDENT
TY325)
Figures 4 and 5
135°F (57°C) Orange
1,2.3.4,
155°F (68°C) Red
175°F (79°C) Yellow
2000F (93°C) Green
286°F (141°C) Blue 1.2
1. ad by Underwriters Laboratories, Inc. NU
2. Listed by Underwriters Laboratories, Inc. for use In Canada (C-UL)
3. Approved by FM Global (FM Approvals)
4. Approved bythe Loss Prevention Certification Board (LPCB Ref. No. 007k/03)
S. VdS Approved (Fordetails contact Tyco Fire Suppression a Building Products, Enschede. Netherlands, Tel. 31-53-428-4444 / Fox 31-53-428-3377) 6. Approved by the Loss Prevention Certification Board (LPCB Rot. No. 094o/05)
7. Where Polyester Coated Sprinklers are noted to be ULand C-UL Listed. the sprinklers are UL and C-UL Listedas Corroslon-Resistant Sprinklers. Installed with Stye /5 (1/2-NPT) 5/8'Total Adjustment Recessed Escutcheon, as applicableFrameanddeflectoronly
N/A - Not Applicable
I TABLE A
SERIES TY-B UPRIGHT AND PENDENT SPRINKLERS
LABORATORY LISTINGS AND APPROVALS
P/N* 77 - XXX - X -
SIN
1 570 1 5.6K UPRIGHT (1/2- NPT) I TY315
1 571 1 5.6K PENDENT (1/2- NPT) I TY325
XXX
SPRINKLER TEMPERATURE
FINISH I I RATINGS
1 NATURAL BRASS
3 PURE WHITE (RAL9010)"
POLYESTER
4 SIGNAL WHITE (RAL9003)
POLYESTER
5 JET BLACK (RAL9005)
POLYSTER
9 CHROME PLATED
Use suffix 'I' for ISO 7-1 connection; for example, 77-570-4-175-1
Eastern Hemisphere sales only
OPEN Indicates sprinkler assembly without Glass Bulb, Button, and Sealing Assembly
TABLE B
SERIES TY-B UPRIGHT AND PENDENT SPRINKLERS
PART NUMBER SELECTION
135 135°F (57°C)
155 155°F (68-C)
175 175°F (79-C)
200 200°F (93°C)
286 286°F (141°C)
360°F (182-C) d60 OPEN —
GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700
Copyright 0 2017 Tyco Fire Products, I.P. All rights reserved. tur®
Tyco. Worldwide
Contacts I www.tyco-fire.com
Series TY-FRB, 5.6 K-factor
Upright, Pendent, and Recessed Pendent Sprinklers
Quick Response, Standard Coverage
General
Description
The TYCO Series TYFRB, 5.6 K-factor,
Upright (TY313) and Pendent (TY323)
Sprinklers described in this data sheet
are quick response, standard coverage,
decorative 3 mm glass bulb -type spray
sprinklers designed for use in light or
ordinary hazard, commercial occupan-
cies such as banks, hotels, and shop-
ping malls.
The recessed version of the Series
TY-FRB Pendent Sprinkler, where
applicable, is intended for use in areas
with a finished ceiling. This recessed
pendent sprinkler uses one of the
following:
A two-piece Style 15 Recessed
Escutcheon with recessed adjust-
ment up to 5/8 inch (15,9 mm) from
the flush pendent position.
A two-piece Style 20 Recessed
Escutcheon with recessed adjust-
ment up to 1/2 inch (12,7 mm) from
the flush pendent position.
The adjustment provided by the
Recessed Escutcheon reduces the
accuracy to which the fixed pipe drops
to the sprinklers must be cut.
Intermediate level versions of Series
TY-FRB Sprinklers are described in
Technical Data Sheet TFP357. Sprin-
kler guards and shields are described
in Technical Data Sheet TFP780.
IMPORTANT
Always refer to Technical Data
Sheet TFP700 for the "INSTALLER
WARNING" that provides cautions
with respect to handling and instal-
lation ofsprinkler systems and com-
ponents. Improper handling and
installation can permanently damage
a sprinkler system or its compo-
nents and cause the sprinkler to fail
to operate in a Ore situation or cause
it to operate prematurely.
NOTICE ,1
The TYCO Series TY-FRB Sprinklers
described herein must be installed
and maintained in compliance with
this document, as well as with the
applicable standards of the National
Fire Protection Association, in addition
to the standards of any other authori-
ties having jurisdiction. Failure to do so
may impair the performance of these
devices.
The owner is responsible for main-
taining their fire protection system
and devices in proper operating con-
dition. Contact the installing contrac-
tor or product manufacturer with any
questions.
Sprinkler
Identification
Number (SIN)
TY313...... Upright 5.6K, 1/2-NPT
ImTY323...... Pendent 5.6K,1/2-NPT
Technical
Data
Approvals
Refer to Table A
Maximum Working Pressure
175 psi (12.1 bar)
250 psi (17.2 bar)'
The maximum working pressure of 250 psi (17.2 bar)
only applies to the listing by Underwriters Lab
flag. Inc. (UL).
Discharge Coefficient
K=5.6 GPM/psis+ (80,6 LPM/bars+)
Temperature Rating
Refer to Table A
Finishes
Sprinkler: Refer to Table B
Recessed Escutcheon: White Coated,
Black Coated, Chrome Plated, or Brass
Plated
Physical Characteristics
Frame ............................Bronze
Button......................Brass/Copper
Sealing Assembly ... Stainless Steel w/TEFLON
Bulb...............................Glass
Compression Screw.................Bronze
Deflector..........................Bronze
J
Operation
The glass bulb contains a fluid which
expands when exposed to heat. When
the rated temperature is reached, the
fluid expands sufficiently to shatter the
glass bulb, allowing the sprinkler to
activate and water to flow.
Design
Criteria
The TYCO Series TYFRB, 5.6 K-factor,
Upright (TY313) and Pendent (TY323)
Sprinklers are intended for fire protec-
tion systems designed in accordance
with the standard installation rules
recognized by the applicable Listing or
Approval agency (such as, UL Listing
is based on the requirements of NFPA
13, and FM Approval is based on the
requirements of FM's Loss Prevention
Data Sheets). Only the Style 15 or Style
20 Recessed Escutcheon is to be used
for recessed pendent installations.
Page i of 4 FEBRUARY 2018 TFP172
TFP172
Page 2 of 4
Components: * Temperature rating is ** Pipe thread connections per ISO 7-11 - Frame 4 - Bulb indicated on Deflector. can be provided on special request. 2 -Button 5 -Compression
3 - Sealing Screw ESCUTCHEON PLATE 1/2, 7/16' (11.1 mm) Assembly 6 - Deflector* DEFLECTOR* SEATING SURFACE NPT** NOMINAL MAKE -IN
6* Wft
5 7/16'
11,1 mm)
4 NOMINAL
MAKE -IN
2 2° u
3 50,8 mm)
1
1/2' NPT**
CROSS SECTION UPRIGHT
50,
STYLE 15 or 20
RECESSED
ESCUTCHEON
DEFLECTOR * -- 2-7/8' (73,0 mm) DIA.
PENDENT RECESSED PENDENT
SERIES TY-FRB UPRIGHT (TY3FIGURE I
13) AND PENDENT (TY323) SPRINKLERS5.6 K-FACTOR, 112 INCH NPT, QUICK RESPONSE
WRENCH RECESS
USE ONLY
END 'A')
FIGURE 2
W-TYPE 6
SPRINKLER WRENCH
WRENCH
RECESS
6 t
PUSH WRENCH
IN TO ENSURE
ENGAGEMENT
WITH SPRINKLER
WRENCHING AREA
FIGURE 3
W-TYPE 7 RECESSED
SPRINKLER WRENCH
Installation
The TYCO Series TYFRB, 5.6 K-factor,
Upright (TY313) and Pendent (TY323)
Sprinklers must be installed in accor-
dance with this section.
General Instructions
Do not install any bulb -type sprinkler
if the bulb is cracked or there is a loss
of liquid from the bulb. With the sprin-
kler held horizontally, a small air bubble
should be present. The diameter of the
air bubble is approximately 1/16 inch
1,6 mm) for the 135*F (57*C) and 3/32
inch (2,4 mm) for the 286*F (141*C) tem-
peratyre ratings.
A leak -tight 1/2 inch NPT sprinkler
joint should be obtained by applying a
minimum to maximum torque of 7 to 14
ft: lbs. (9,5 to 19,0 Nm). Higher levels
of torque can distort the sprinkler Inlet
with consequent leakage or impairment
of the sprinkler.
Do not attempt to compensate for
insufficient adjustment in the Escutch-
eon Plate by under- or over -tightening
the sprinkler. Re -adjust the position of
the sprinkler fitting to suit.
Upright and Pendent Sprinklers
The Series TY-FRB Upright and
Pendent Sprinklers must be installed
in accordance with the followinginstructions.
Step 1. Install Pendent sprinklers in the
pendent position. Install upright sprin-
klers in the upright position.
Step 2. With pipe -thread sealant
applied to the pipe threads, hand -
tighten -the sprinkler into the sprinkler
fitting.
Step 3. Tighten the sprinkler into the
sprinkler fitting using only the WType6SprinklerWrench (Figure 2). With ref-
erence to Figure 1, apply the WType 6
Sprinkler Wrench to the wrench flats.
Torque sprinklers 7 to 14 ft: Ibs. (9,5 to
19,0 Nm).
Recessed Pendent Sprinklers
The Series TYFRB Recessed Pendent
Sprinklers must be installed in accor-
dance with the following instructions.
Step A. After installing the Style 15
or Style 20 Mounting Plate over the
sprinkler threads, and with pipe -thread
sealant applied to the pipe threads,
hand -tighten the sprinkler into the
sprinkler fitting.
Step B. Tighten the sprinkler into the
sprinkler fitting using only the WType
7 Recessed Sprinkler Wrench (Figure
3). With reference to Figure 1, apply theWType7RecessedSprinklerWrench
to the sprinkler wrench flats. Torque
sprinklers 7 to 14 ft.-Ibs. (9,5 to 19,0
Nm).
Step C. After ceiling installation and
finishing, slide on the Style 15 or Style
20 Closure over the Series TY-FRB
Sprinkler and push the Closure over the
Mounting Plate until its flange comes in
contact with the ceiling.
Care and
Maintenance
The TYCO Series TY FRB, 5.6 Kfactor,
Upright (TY313) and Pendent (TY323)
Sprinklers must be maintained and ser-
viced in accordance with this section.
Before closing a fire protection system
main control valve for maintenance
work on the fire protection system
that it controls, obtain permission to
shut down the affected fire protection
systems from the proper authorities
and notify all personnel who may be
affected by this action.
Absence of the outer piece of an
escutcheon, which is used to cover
a clearance hole, can delay sprinkler
operation in a fire situation.
The owner must assure that the sprin-
klers are not used for hanging any
objects and that the sprinklers are only
cleaned by means of gently dustingwithafeatherduster; otherwise, non -
operation in the event of a fire or inad-
vertent operation may result.
Sprinklers which are found to be
leaking or exhibiting visible signs of
corrosion must be replaced.
Automatic sprinklers must never be
painted, plated, coated, or other-
wise altered after leaving the factory. Modified sprinklers must be replaced.
Sprinklers that have been exposed to
corrosive products of combustion, but
have not operated, should be replaced
if they cannot be completely cleaned
by wiping the sprinkler with a cloth or
by brushing it with a soft bristle brush.
Care must be exercised to avoid
damage to the sprinklers before,
during, and after installation. Sprin-
klers damaged by dropping, striking, wrench twist/slippage, or the like, must
be replaced. Also, replace any sprin-
kler that has a cracked bulb or that has
lost liquid from its bulb. (Ref. Installa-
tion Section.)
The owner is responsible for the
inspection, testing, and maintenance of
their fire protection system and devices
in compliance with this document, as
well as with the applicable standards
of the National Fire Protection Asso-
ciation (e.g., NFPA 25), in addition to
the standards of any other authorities
having jurisdiction. Contact the install-
ing contractor or product manufacturer
with any questions.
Automatic sprinkler systems are rec-
ommended to be inspected, tested,
and maintained by a qualified Inspec-
tion Service in accordance with local
requirements and/or national codes.
TFP172
Page 3 of 4
2-7/8' DIA.
73,0 mm)
2-1/4' DIA.
FACE OF (57,2 mm)
SPRINKLER
FITTING 5/8' (15,9 mm)
L 1-t FLUSH
3/'
9,5*7t7,9 mm) % % I
MOUNTING 1/8'
SURFACE (3,2 mm)
CLOSURE SERIES MOUNTING 1-3/8'(34.9mm)
TYFRB PLATE 3/4" (19,1 mm)
FIGURE 4
SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323)
WITH TWO PIECE 518 INCH TOTAL ADJUSTMENT STYLE 15
RECESSED ESCUTCHEON
2-7/8' DIA.
73,0 mm)
FACE OF
SPRINKLER 2-1/4' DIA.
FITTING (57,2 mm)
5/16t1/4'
7,9t6,4 mm) 1/2" (12,7 mm)
FLUSH
71
MOUNTING 1/8"
SURFACE (3,2 mm)
CLOSURE SERIES MOUNTING 1-3/8' (34,9 mm)
TYFRB PLATE 7/8" (22.2 mm)
FIGURE 5
SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323)
WITH TWO PIECE 112 INCH TOTAL ADJUSTMENT STYLE20
RECESSED ESCUTCHEON
IFLimited
Warranty
For warranty terms and conditions, visit
www.tyco-fire.com.
Ordering
Procedure
Contact your local distributor for avail-
ability. When placing an order, indicate
the full product name and Part Number
PIN).
Sprinkler Assemblies with NPT
Thread Connections
Specify: Series TY-FRB Upright or
Pendent (specify) Sprinkler, SIN
specify), K=5.6, Quick Response,
specify) temperature rating, (specify)
finish, P/N (specify, refer to Table A).
Recessed Escutcheon
Specify: Style 15 Recessed Escutch-
eon with (specify') finish, P/N (specify')
Specify: Style 20 Recessed Escutch-
eon with (specify) finish, P/N (specify')
Refer to Technical Data Sheet TFP770
Sprinkler Wrench
Specify: WType 6 Sprinkler Wrench,
P/N 56-000-6-387
Specify: W-Type 7 Sprinkler Wrench,
P/N 56-850-4-001
TFP172
Page 4 of 4
SPRINKLER FINISH (See Note 7)
K TYPE TEMPERATURE BULB LIQUID NATURAL CHROMEFACTORCOLORBRASSPLATED POLYESTERe
135OF(57'C) Orange
TY313)
T 155'F (68'C) Red
and 175'F (79'C) Yellow 1, 2, 3, 4, 5, 6PENDENT
5.6 (TY323) 200'F(93'C) Green
1/211 NPT 286-F (141°C) Blue
135-F (57'C) OrangeRECESSED
155°FPENDENT (68 C) Red
Figures 4a and Str 175'F (79'C) Yellow 1. 2. 3, 4
200'F (93'C) Green
Notes:
1. Listed by Underwriters Laboratories. Inc., (UL) as Oulck Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc., for use In Canada (C-UL) as Oulck ResponseSprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Oulck Response Sprinklers. 4. Approved bythe City of NewYork underMEA 354.01-E.
S. VdSApproved (Fordetails, contactTYCOFire Protective Products. Enschede, Netherlands, Tol. 31-53-428-444q/Fax 31-54.428.3377.) 6. Approved by the Loss Prevention Certlficalion Board (LPCB Rel. No. 094a/06) as Oulck Response Sprinklers. 7. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, thesprinklers arc UL and C-UL Usted as Corrosion -Resistant Sprinklers. a. Installed with Style 15 (1/2' NPT) 5/8' Total Adjustment Recessed Escutcheon, as applicable. b. Installed withStyle 20 (1/2' NPT) 1/2' TotalAdjustment Recessed Escutcheon, os applicable. c. Frame and Deflector only. Listings and approvals apply tocolor (Special Order).
TABLE A
LABORATORY LISTINGS AND APPROVALS FOR
5.6 K-FACTOR SPRINKLERS
P/Na 77 — XXX —
SIN
370 5.6K UPRIGHT (1/2" NPT) TY313
371 5.6K PENDENT (1/2" NPT) TY323
a. Use suffix "I" for ISO 7-1 connection; for example. 77-370-4-175.1
XXX
SPRINKLER TEMPERATUREFINISHRATINGS
1 NATURAL BRASS
3 PURE WHITE (RAL9010)a
POLYESTER
4 SIGNAL WHITE (RAL9003)
POLYESTER
5 JET BLACK (RAL9005)
POLYESTER
9 CHROME PLATED
Notes:
a. Eastern Hemisphere sales only
TABLE B
SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS
PART NUMBER SELECTION
135 135-F (57-C)
155 155°F (68-C)
175 175-F (79-C)
200 200-F (93-C)
286 286'F (141•C)
1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone 1.215-362-0700
0201edohn-nCentreh. Alllight- peened.AU-pettacallon.andother Inrerrnallon-hewn wen current a- ordocument revlaiendateand- subloclto changewithout notice. / 00410rrorw,,m..nn,r.>n~...nr,.M,........Johnson
tyro Worldwide www.tyco4ire.comContacts
Series TY-a - 5.6 K-factor
Horizontal and Vertical Sidewall Sprinklers
Standard Response, Standard coverage
General
Description
The TYCO Series TY-B, 5.6 K-factor,
Horizontal and Vertical Sidewall Sprin-
klers described in this technical data
sheet are standard response, standard
coverage decorative 5 mm glass bulb
type spray sprinklers designed for use
In light and ordinary hazard, commer-
cial occupancies such as banks, hotels,
and shopping malls.
They are designed for installation along
a wall or the side of a beam and just
beneath a smooth ceiling. Sidewall
sprinklers are commonly used instead
of pendent or upright sprinklers due
to aesthetics or building construction
considerations, where piping across
the ceiling is not desirable.
The recessed version of the Series
TY-B Horizontal Sidewall Sprinkler is
intended for use in areas with a fin-
ished wall. It uses a two-piece Style 10
Recessed Escutcheon. The Recessed
Escutcheon provides 1/2 in. (12,7 mm)
of recessed adjustment or up to 3/4 in.
19,1 mm) of total adjustment from the
flush sidewall position. The adjustment
provided by the Recessed Escutcheon
reduces the accuracy to which the fixed
pipe nipples to the sprinklers must be
cut.
Corrosion -resistant coatings, where
applicable, are utilized to extend the life
of copper alloy sprinklers beyond that
which would otherwise be obtained
IMPORTANT
Refer to Technical Data Sheet
TFP2300 for warnings pertaining to
regulatory and health information.
Always refer to Technical Data
Sheet TFP700 for the 'INSTALLER
WARNING' that provides cautions
with respect to handling and instal-
lation of sprinkler systems and com-
ponents. Improper handling and
installation can permanently damage
a sprinkler system or its compo-
nents and cause the sprinkler to fail
to operate in a lire situation or cause
it to operate prematurely.
when exposed to corrosive atmo-
spheres. Although corrosion resistant
coated sprinklers have passed the
standard corrosion tests of the appli-
cable approval agencies, the testing Is
not representative of all possible cor-
rosive atmospheres. Consequently,
it is recommended that the end user
be consulted with respect to the suit-
ability of these coatings for any given
corrosive environment. The effects of
ambient temperature, concentration of
chemicals, and gas/chemical velocity,
should be considered, as a minimum,
along with the corrosive nature of the
chemical to which the sprinklers will be
exposed.
The Series TY-B Sprinklers described
herein must be installed and main-
tained in compliance with this docu-
ment, as well as with the applicable
standards of the National Fire Protec-
tion Association, in addition to the stan-
dards of any other authorities having
jurisdiction. Failure to do so may impair
the performance of these devices.
The owner is responsible for main-
taining their fire protection system
and devices in proper operating con-
dition. Contact the installing contrac-
tor or product manufacturer with any
questions.
Sprinkler
Identification
Maximum Working Pressure
Refer to Table B
Discharge Coefficient
K=5.6 gpm/psilr2 (80,6 Ipm/barlr2)
Temperature Ratings
Refer to Table A
Finishes
Numbers Sprinkler: Refer to Table C
TY3351........ Horizontal Sidewall Recessed Escutcheon: Signal or Pure
White, Grey Aluminum, Jet Black, ChromeTY3451........... Vertical Sidewall Plated, or Natural Brass
Technical
Data
Approvals
UL and C-UL Listed
FM Approved
LPCB Certified
NYC Approved
Refer to Table A for complete approval
information, including corrosion -resis-
tant status.)
Physical Characteristics
Frame ............................Bronze
Button......................Brass/Copper
Sealing Assembly.. Beryllium Nickel wfrEFLON
Bulb...............................Glass
Compression Screw .................Bronze
HSW Deflector .....................Bronze
VSW Deflector ..................... Copper
Page 1 of 6 JULY 2018 TFP161
TFP161
Page 2 of 6
1 - Frame DEFLECT(
2 - Button HAT
3 - Sealing
Assembly
4 - Bulb
5 - Compression
Screw
6 - Deflector*
o-
9/16" WRENCH 1/2"**
14,3 mm) FLATS NPT
v
13/16" 7/16" 0 mm) (11,1 mm)
CENTERLINE NOMINAL
I
OF SPRINKLER MAKE -IN
WATERWAY
1/2'
mm) L(38.1
ESCUTCHEON
PLATE SEATING 2-3/16'
SURFACE (55.6 mm)
STYLE 10
RECESSED
ESCUTCHEON
Temperature rating is
Indicated on Deflector
request
Pipe thread connectior
per ISO 7-1 can be
provided on special
2
ALL FINISHES EXCEPT POLY -STAINLESS
Frame DEFLECT(
Button HAT
Sealing
Assembly
Bulb
Compression
Screw
Deflector*
9/16" WRENCH 1/2"
14,3 mm) FLATS NPT
7/16' I11,1 mm)
CENTERLINE NOMINAL
OF SPRINKLER MAKE -IN
WATERWAY
1-1/2"
55.6
mm)
ESCUTCHEON
PLATE SEATING 2-3/16'
SURFACE mm)
STYLE 10
RECESSED
ESCUTCHEON
Temperature rating Is
indicated on Deflector
POLY -STAINLESS FINISH ONLY
FIGURE 1
SERIES TY-B TY3351 HORIZONTAL SIDEWALL SPRINKLER
5.6 K-FACTOR STANDARD RESPONSE
Poly -Stainless
Physical Characteristics
Frame............................Bronze
Button ................ L316 Stainless Steel'
Bulb... ..Glass
Compression Screw ..... L316 Stainless Steel'
HSW Deflector ..............Copper/Bronze
Sealing Assembly. Gold Plated Beryllium Nickel
w/TEFLON
Type 1.316 stainless steel (UNS 31603) per ASTMA479/479M or SS EN 1008WN1.4404.
Operation
The glass bulb contains a fluid which
expands when exposed to heat. When
the rated temperature is reached, the
fluid expands sufficiently to shatter the
glass bulb, allowing the sprinkler to
activate and water to flow.
Design Criteria
The TYCO Series TY-B, 5.6 K-fac-
tor, Horizontal and Vertical Side -
wall Sprinklers are intended for
fire protection systems designed
in accordance with the standard
installation rules recognized by
the applicable Listing or Approval
agency (for example, UL Listing is
based on the requirements of NFPA
13, and FM Approval is based on the
requirements of the FM Loss Preven-
tion Data Sheets). Only the Style 10
Recessed Escutcheon, as applicable,
is to be used for recessed horizontal
installations.
Installation
The TYCO Series TY-B, 5.6 K-factor,
Horizontal and Vertical Sidewall Sprin-
klers must be installed in accordance
with this section.
General Instructions
Do not install any bulb type sprinkler
if the bulb is cracked or there is a loss
of liquid from the bulb. With the sprin-
kler held horizontally, a small air bubble
should be present. The diameter of the
air bubble is approximately 1/16 in. 1,6 mm) for the 135°F (57'C) to 3/32 in.
2,4 mm) for the 360°F (182'C) tempera-
ture ratings.
Temperature
rating is
indicated on
Deflector.
ESCUTCHEON
PLATE SEATING
SURFACE
F
2-3/16"
55.6 mm)
1-1/2"
38,1 mm)
Pipe thread
connections
per ISO 7-1 can
be provided on
special request.
7/16'
11,1 mm)
NOMINAL
1/2"**
NPT MAKE -IN
I
SHOWN
PENDENT
1 - Frame 4 - Bulb 7 - Ejection
2 - Button 5 - Compression Spring
3 - Sealing Screw
Assembly 6 - Deflector*
ARROW MUST
POINT AWAY
FROM AND BE
PERPENDICULAR O
TO THE BACK
WALL SURFACE
L 6*
FLOW 5
2-3/16' 4
LW
55,6 mm)
2
RENCH
FLATS 7 3
1
SHOWN CROSS
UPRIGHT SECTION
FIGURE 2
SERIES TY-B VERTICAL SIDEWALL (TY3451) SPRINKLER
5.6 K-FACTOR, STANDARD RESPONSE
5/8t1/4"
15,9t6,4 mm)
MOUNTING FACE OF
SURFACE SPRINKLER
FITTING
CLOSURE
2-7/8' DIA.
SERIES (73.0 mm)
TY B Y2-1/4' DIA.
I(
57,2 mm)
MOUNTING
PLATE
3,2 mm)
1-1/4" (31,8 mm) 3/4' (19,1 mm)
3/4- (19,1 mm) 1/4' (6,4 mm)
FIGURE 3
SERIES TY-B RECESSED PENDENT SPRINKLER ASSEMBLY
WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT
STYLE 10 RECESSED ESCUTCHEON, 5.6 K-FACTOR, 112 INCH NPT
A leak -tight 1/2 in. NPT sprinkler
joint should be obtained by apply-
ing a minimum -to -maximum torque of
7 to 14 lb-ft (9,5 to 19,0 N•m). Higher
levels of torque may distort the sprin-
kler inlet and cause leakage or impair-
ment of the sprinkler. Do not attempt to
make-up for insufficient adjustment in
the escutcheon plate by under- or over -
tightening the sprinkler. Readjust the
position of the sprinkler fitting to suit.
TFP161
Page 3 of 6
WRENCH RECESS
END 'A' USED FOR
155 1/2' NPT MODELS)
FIGURE 4
W-TYPE 6
SPRINKLER WRENCH
WRENCH
RECESS
A;
lift
PUSH WRENCH
IN TO ENSURE
ENGAGEMENT
WITH SPRINKLER
WRENCHING AREA
FIGURE 5
W-TYPE 7 RECESSED
SPRINKLER WRENCH
Horizontal Sidewall Sprinkler
Installation
The TYCO Series TYB Recessed Hor-
izontal Sidewall Sprinklers must be
installed in accordance with the fol-
lowing instructions. Install recessed
horizontal sidewall sprinklers in the
horizontal position with the centerline
of waterway perpendicular to the back
wall and parallel to the ceiling. The
word "TOP" on the Deflector is to face
towards the ceiling.
Step A. After installing the Style 10
Mounting Plate over the sprinkler
threads, hand -tighten the sprinkler into
the sprinkler fitting.
Step B. Tighten the sprinkler into
the sprinkler fitting using only the
WType 7 Recessed Sprinkler Wrench
Ref. Figure 5). Apply the WType 7
Recessed Sprinkler Wrench to the
sprinkler wrench flats (Ref. Figure 1).
Step C. After the ceiling is installed or
the finish coat is applied, slide on the
Style 10 Closure over the Series TY-B
Sprinkler and push the Closure over the
Mounting Plate until its flange comes in
contact with the ceiling.
TFP161
Page 4 of 6
Vertical Sidewall Sprinkler
Installation
The Series TY-B Vertical Sidewall
Sprinklers must be installed in accor-
dance with the following instructions.
Install vertical sidewall sprinklers in the
pendent or upright position with the
arrow on the Deflector pointing away
from the wall.
Step 1. With pipe thread sealant
applied to the pipe threads, hand -
tighten the sprinkler into the sprinkler
fitting.
Step 2. Tighten the sprinkler into the
sprinkler fitting using only the WType
6 Sprinkler Wrench (Ref. Figure 4). For
wax -coated sprinklers, use an 8 or 10
in. adjustable Crescent wrench. Apply
the WType 6 Sprinkler Wrench or the
Crescent wrench, as applicable, to the
wrench flats (Ref. Figure 2).
When installing wax -coated sprinklers
with the adjustable Crescent wrench,
exercise care to prevent damage to the
wax coating on the sprinkler wrench
flats or frame arms and, consequently,
exposure of bare metal to the corro-
sive environment. Open the jaws of the
wrench sufficiently wide to pass over
the wrench flats without damaging the
wax coating. Before wrench -tighten-
ing the sprinkler, adjust the jaws of the
wrench to contact only the sprinkler
wrench flats. After wrench tightening
the sprinkler, loosen the wrench jaws
before removing the wrench.
After installation, inspect the sprin-
kler wrench flats and frame arms and
retouch (repair) the wax coating when-
ever the coating has been damaged
and bare metal is exposed. Retouch
the wax coating on the wrench flats by
gently applying a heated 1/8 in. diam-
eter steel rod to the damaged areas of
wax to smooth it back over areas where
bare metal is exposed.
NOTICE it
Only retouching of the wax coating
applied to the wrench flats and frame
arms is permitted, and the retouching
is to be performed only at the time of
the initial sprinkler installation.
The steel rod should be heated only
to the point at which it can begin to
melt the wax, and appropriate precau-
tions need to be taken when handling
the heated rod in order to prevent the
installer from being burned.
Care and
Maintenance
The TYCO Series TYB, 5.6 K-factor,
Horizontal and Vertical Sidewall Sprin-
klers must be maintained and serviced
in accordance with this section.
Before closing a fire protection system
main control valve for maintenance
work on the fire protection system
that it controls, obtain permission to
shut down the affected fire protection
system from the proper authorities
and notify all personnel who may be
affected by this action.
The owner must assure that the sprin-
klers are not used for hanging any
objects and that the sprinklers are only
cleaned by means of gently dusting
with a feather duster; otherwise, non -
operation in the event of a fire or inad-
vertent operation may result.
Absence of an escutcheon, which is
used to cover a clearance, may delay
the time to sprinkler operation in a fire
situation.
Sprinklers which are found to be
leaking or exhibiting visible signs of
corrosion must be replaced.
Automatic sprinklers must never be
painted, plated, coated, or other-
wise altered after leaving the factory.
Modified sprinklers must be replaced.
Sprinklers that have been exposed to
corrosive products of combustion, but
have not operated, should be replaced
if they cannot be completely cleaned
by wiping the sprinkler with a cloth or
by brushing it with a soft bristle brush.
Care must be exercised to avoid
damage to the sprinklers before,
during, and after installation. Sprin-
klers damaged by dropping, striking,
wrench twist/slippage, or the like, must
be replaced. Also, replace any sprinkler
that has a cracked bulb or that has lost
liquid from its bulb. (Refer to Installa-
tion Section.)
The owner is responsible for the
inspection, testing, and maintenance of
their fire protection system and devices
in compliance with this document, as
well as with the applicable standards
of the National Fire Protection Asso-
ciation (e.g., NFPA 25), in addition to
the standards of any other authorities
having jurisdiction. Contact the install-
ing contractor or product manufacturer
with any questions.
Automatic sprinklers are recommended
to be inspected, tested, and maintained
by a qualified Inspection Service in
accordance with local requirements
and/or national codes.
TFP161
Page 5 of 6
SPRINKLER FINISH (10)
K SPRINKLER
TYPE
TEMPERATURE
RATING
BULB
LIQUID
COLOR NATURAL CHROME POLYESTERe POLY- LEAD WAX
WAX -
OVER -
BRASS PLATED STAINLESSe COATED COATED LEAD
COATED
135'F (57°C) Orange
155-F (68'C) Red
6.6
1/2 In.
HORIZONTAL
SIDEWALL
TY3351)
Figure 1
1, 2, 3, 4, 9 1, 2, 3, 9
1,2 1, 2, 3, 9
1, 2, 3, 9175'F (79'C) • Yellow
200'F (93°C) Green
286'F (141°C) Blue 1b, 2b, 3b, 9b
360°F (182°C) Mauve 1, 2, 4, 9 1, 2, 9 N/ANPT
RECESSED 135°F (57°C) Orange
155°F (68°C) RedHORIZONTAL
SIDEWALL
TY3351)e
1, 2, 3, 9 1,2 N/A
175°F (79°C) Yellow
Figure 3 200°F (93°C) Green
135'F (57°C) Orange
5.6
1/2 in.
NPT
VERTICAL
SIDEWALL
TY3451)
PENDENT
or
UPRIGHT
Figure 2
4, 5, 6, 7, 8, 9 N/A
5, 6, 7, 9
5, 6, 7, 9
155°F (68'C) Red
175-F (79°C) Yellow
200°F (93'C) Green
286°F (141°C) Blue 5b, 6b, 7b, 9b
360°F (182°C) Mauve 4, 5, 6, 8, 9 N/A N/A
Notes:
1. UL Listed for use In Light and Ordinary Hazard Occupancles at a 4 to 121n. (100 to 300 mm) top of deflector -to -telling distance
2. C-UL Listed for use In Light and Ordinary Hazard Occupancies at a 4 to 121n. (100 to 300 mm) top of deflector -to -ceiling distance
3. FM Approved for use In Light Hazard Occupancies at a 4 to 12 IN. (100 to 300 mm) top of deflector -to -ceiling distance
4. LPCB Approved (Rai. No. 094o 8007k) ata4 to6 In. (100to 150 mm) deflector -to -telling distanceS. UL Listed for use in Light and Ordinary Hazard Occupancies
6. C-UL Listed for use In Light and Ordinary Hazard Occupancies
7. FM Approved foruse in Light Hazard Occupancies
8. LPCB Approved (Ref. No. 094o 8 007k)
9. Approved by the City of Now York under MEA 354-01-E
10. Whore PolyesterCoated, Lead Coated, WaxCoated, and Wax -over -Lead Coated Sprinklers are noted to be UL and C-l1L Listed. thesprinklers are UL and C-UL Listed
as corrosion -resistant sprinklers. Where Lead Coated, Wax Coated, and Wax -over -Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as
corrosion-reslstant sprnkers.
a. Installed with Style /0 (1/2 In. NPT) or Style 40 (3/41n. NPT) 314 In. Total Adjustment Recessed Escutcheon, as applicable
b. 1S0•F (661C) maximum tolling temperature
c. Fromo anddeflector only
N/A- Not Applicable
TABLE A
SERIES TY-B HORIZONTAL AND VERTICAL SPRINKLERS
LABORATORY LISTINGS AND APPROVALS
SPRINKLER FINISH
K SPRINKLER
NATURAL CHROME pOLYESTERt LEAD WAX WAX -OVER -LEADTYPE
BRASS PLATED COATED COATED COATED
HORIZONTAL SIDEWALL
TY3351)
250 psi (17,2 bar)2
OR
5.6 RECESSED 175 psi (12.1 bar)
1/2 in. HORIZONTAL SIDEWALL
NPT TY3351)
VERTICAL SIDEWALL 175 psi (12,1 bar) TY3451)
Notes:
1. Frameanddeflector only
2. The maximum working pressure of 250 psi (17,2 bar) only applies to UL Listing. C•UL Listing and Approval by the City of New York
TABLE B
SERIES TY-B HORIZONTAL AND VERTICAL SPRINKLERS
MAXIMUM WORKING PRESSURE
TFP161
Page 6 of 6
P/N 57-XXX-X-XXX
SIN l SPRINKLER
FINISH
NATURAL BRASS578HORIZONTALSIDEWALLTY33511 135
575 VERTICAL SIDEWALL TY3451
2 155POLY -STAINLESS GREY
ALUMINUM (RAL9007)1
POLYESTER
Notes: 3
1.Available for TY3351 onlyPOLYESTER
2. Eastern Hemisphere sales only 43. Available only for 155 -F (66 •C) or 200 -F (93 -Q temperatureratedsprinklers
4. Available only for horizontal sidewall TY3351 for use in Deluge 5Systems (-OPEN- Indicates sprinkler assembly without glassbulb, button, and sealing assembly)
175
200
286
360
PURE WHITE (RAL9010)2
SIGNAL WHITE (RAL9003)
POLYESTER
JET BLACK (RAL9005)3
POLYESTER
WAX COATED6286 'F (141 'C) MAX 000
7 LEAD COATED
8 WAX -OVER -LEAD
286 'F (141 'C) MAX
9 CHROME PLATED
TABLE C
SERIES TY-B HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS
PART NUMBER SELECTION
TEMPERATURE
RATING
135-F (57-C)
155°F (68-C)
175-F (79-C)
200-F (93'C)
286-F (141-C)
360-F (182'C)
OPEN4
Color Sprinkler
Temperature Rating part Number
Black 135-F (57°C) 56-065-1-135
Red 155-F (68'C) 56-065-1-155
Yellow 175-F (79'C 56-065-1-175
Blue 200'F (93'C)
286-F (141'C) 56-065-1-286
TABLE D
SERIES TY-B HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS
WAX RETOUCHING STICK PART NUMBER SELECTION
Limited
Warranty
For warranty terms and conditions, visit
www.tyco-fire.com.
Ordering
Procedure
Contact your local distributor for avail-
ability. When placing an order, indicate
the full product name and Part Number
P/N).
Sprinkler Assemblies with
NPT Thread Connections
Specify: Series TY-B (specify SIN),
specify K-factor), (specify Horizontal
or Vertical Sidewall) Sprinklers with
specify) temperature rating, (specify)
finish or coating, P/N (Refer to Table C)
Recessed Escutcheon
Specify: Style 10 Recessed Escutch-
eon with (specify) finish, P/N (specify')
Refer to Technical Data Sheet TFP770
Sprinkler Wrench
Specify: W Type 6 Sprinkler Wrench,
P/N 56-000-6-387
Specify: W-Type 7 Sprinkler Wrench,
P/N 56-850-4-001
Wax Sticks
for retouching wrench -damaged
wax coating)
Specify: (specify color, below) Colored
Coded Wax Stick for retouching
specify temperature rating) tempera-
ture -rated Series TY B Sprinklers, P/N
specify)
Note. Each wax stick is suitable for
retouching up to 25 sprinklers.
Note. The wax used for 2860F (1419C)
sprinklers is the same as for2000F (93'C)
sprinklers, and, therefore, the286eF(1410C)
sprinkler is limited to the same maximum
ceiling temperature as the 200OF (930C)
sprinkler(i.e., 150°F(66'C)).
1400 Pannbrook Parkway, Lansdale, PA 194461 Telephone +1.215.362.0700 _
0010201e.lehnwn Centsels.Alldghlsns.rv.d. An spedn.adens andelher lnfem.ad—shesro w.geutl.ntas.ld..ula.ntm4ndw—ds,. 90I .eane.tltha wlthul netls..JO/InSOr 1 w.n,w.. ne.roms rvo,..e......r........e...................._.........,....-........................
Wiginton Fire Systems
Steel Pipe Submittal
All of the steel pipe to be used on this project meets or exceeds the requirements of one or
more of the following standards as required by Section 6.3 of NFPA 13-2013 edition:
ASTM-A795 Specification for Black and Hot -Dipped Zinc Coated (Galvanized)
Welded and Seamless Steel Pipe for Fire Protection Use
ANSI/ASTM A 53 Specification for Black and Hot -Dipped Zinc Coated (Galvanized)
Welded and Seamless Steel Pipe
ASTM A 135 Specification for Electric — Resistance Welded Steel Pipe
Manufacturers may vary. As per Section 6.3.7.10 of NFPA 13-2013 edition, all piping shall bemarkedalongitslengthtoproperlyidentifyitstype, schedule and manufacturing standard.
Additional approvals or listings are not required when:
1. Steel pipe meeting the above referenced ASTM specifications is used and joined by weldingorroll -grooved pipe and fittings, the minimum nominal wall thickness for pressures up to 300psishallbeinaccordancewithSchedule10forsizesupto6inchesand .188 inches for 8" —
10" pipe.
2. Steel pipe meeting the above referenced ASTM specifications is used and joined bythreadedfittings, the minimum wall thickness shall be in accordance with Schedule 40 in
sizes less than 8 inches for pressures up to 300 psi.
Exception: Pipe meeting the above referenced ASTM specifications with wall thickness and
pressure limitations less than Schedule 40 for threading or Schedule 10 for welding and roll -
grooving, which have been investigated for suitability in automatic sprinkler installations and
listed for this service, shall be permitted when installed in accordance with their UL or FM listinglimitations.
All steel piping is to be installed in strict accordance with the guidelines of NFPA 13 and
therefore requires no special submittal of specific manufacturer's installation instructions asnotedinparagraph23.1.4 of NFPA 13-2013 edition.
C. fitting s
Wiginton Fire Systems
Threaded and Flanged
Fittings Submittal
All of the threaded or flanged fittings to be used on this project meet or exceed
the requirements of one or more of the following standards as required by
Sections 6.4 and 6.5 of NFPA 13-2013 edition:
ANSI B16.4 Cast Iron Fittings Class 125 and 250
ANSI B16.1 Cast Iron Pipe Flanges and Flanged Fittings
ANSI B16.3 Malleable Iron Fittings, Class 150 and 300
Manufacturers may vary.
Fittings are to be installed in strict accordance with the guidelines of NFPA 13 and
therefore require no special submittal of specific manufacturer's installation
instructions as noted in paragraph 23.1.4 of NFPA 13-2013 edition.
FireLock EZ° Rigid Coupling
STYLE 009H
The FireLock EZ Style 009H coupling is a rigid, installation -ready coupling for fire protection pipe
joining. The coupling's unique design eliminates loose parts, insures consistent installation and
provides substantial gains in productivity. _
IMPORTANT
FireLock EZ Style 009H couplings are recommended for use ONLY on fire protection systems
PATENTED
LISTINGS/APPROVALS • The information provided below is based on the latest listing and approval data at the time of publication.
Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for
performance on other pipe and the latest listings and approvals.
Standard Pipe
PAP
JOB/OWNER
System No.
Location
114 I 175 : 365 1 36S I 365 365
32 _ 1206 _ 2517 :2517 2517 . 2517-_
IYi 175 i 365 ; 365 365 365
1206 2517 2517 2517 2517
2 1 175—; 365 ! 365 365 36S
50 i 1206 : 2517 1 2517 2517 2517._
2Sri W 365 1 365 365 365
65 ___ 2517 2517 2517 2517
76.) mm N/A N/A 36S"I
12517"
365
2517
365
2517
3 WA 365 ; 36S ; - 365 365
80 _ i 2517 i 2517 _; zs17 2517 _
108 mm N/A 365"' 1 365"'
2517••' ! 2517"' WA N/A
4 WA 36S I 365 1 365 '— 365 -
too _i 2517 2517 2517 2517
133 mm N/A 290"' i 365"' i WA N/Atyyy... 12517•_'.i..
139.7 mm 11999•' N/A N/A ! 290"
1
232
1600
365
2517•.
165.1 mm I-290" WA WA 232 365
1999' 1600 2517
6# 1
IS01 WA 290 365
1999 25t7 1
232
1600
365
2517
Listed/Approved for wet and dry pipe systems (>-40'F/-401C).
Please refer to the Victaulic Installation Manual (1-009H 009-009V.pdl) for details concerning when
supplemental lubrication is required.
EN-10219(L) for 76.1mm size; EN-10255(M)
Regional availability only#
FM Approved only.
CONTRACTOR ENGINEER
Submitted By Spec Sect Para
Date Approved
Date
IPS CARBON STEEL PIPE — FIRE PROTECTION PRODUCTS
FireLock EZ° Rigid Coupling
STYLE 009H
LISTINGS/APPROVALS • Speciality Pipe
10.61
7:qD w-2 300 1 300
2068 2068
300w - 4 :FF2068 , 2068
EZ7 ly.-2
l w-4
300 300
2068 2068
300 1 300MLT20682068 _
MT w-2_ 300
2068
ty,-2 N/A
I 300
1 2068300300_,—__
2068 _
DT 1 w - 2 300 : 300
2068 2068_ FLF 1 w - 4 WA i 300268 ST 1 Y, - 2 WA 300
2068
EF l y. - 4 ; 1206 _ 1206 FLT l w - 2 WA 2068 STF I w - 4 1 WA 230668
EL 1 w - 2 ; 300 300
268 _;-2068
1 y, - 2 300 300
2068GL2068 _
FLTL 1 w - 2 N/A 36
2068 TF
r-----
2 /, -4 : N/A
L
300
2068
ET40 1 V, - 2 300 7 300
2068 2068 vVLS 1 Y, - 28300
2068
300
2068
EZF 3-4 '. 300 300 MF IV-4 j 300 300
2068 20682068 2068 WST 1 w - 2 N/A I 175i126 — t
XL 1 w - 2 30o 300
2068 1200
Note: The Specially Pipe table only applies to imperial sizes. NOT to metric sizes.
IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS
FireLock EV Rigid Coupling
STYLE 009H
STYLE 009H DIMENSIONS
STYLE 009H PRE -ASSEMBLED
PUSH ON CONDITION)
STYLE 009H JOINT ASSEMBLED
10.61
Viork End Pipe End Aprx
c,
Dirnensions InchLsImm Vitt. Ea".:
r,
V. 1.660 365 790 , 0.10 2 •3/8 x 2 I 2.95 4.11 2.70 4.63 193 j 1.4324242517 ._ 3514 ! 254 1 M10x 2 75 I 12) 118 49 07
I %
40 1.900 j 365 1 1035 I483j4604
0.10 2 - 3/8 x 2 j
MIO 3.19 j 497 2.94 ' 1 4.79 193 ISJ-2517- 254 x 2 _.1.-- 81 1_ 126 :_ 75 122 49 0.7
2
SO
2.37 5 365 1616
603 j 2517 7193 ?
0.12
3.05
2 - 3/8 x 2
MIO 2
3.79 1 5.53
96 3.45 1-5.42 193 19
2K 2.875 365 2370 0.12
x
2 -3/8x 2 % ;
140
4.29 6.09
88 j
392-1
138
5.85
49 1
193 j
09
2.16S73.0 I 2S17 10542 1 3.05 - MIOx 2 % 1 109 1S5 160 149 49 i 1.0
76.1 in 3.000 365 2580 0.12 2 - 3/8 x 2 % 4AO 631 4.05 5.90 193 j 2.1
3
76.1 2517 11476 1
3500 365 3512
3.05 MIO x 2 % ; 112 _ 16D
8 i 103 : 150 ; 49 1 IA
0.12 2 - 3/-- x li24.91 6.70 455 6.46 193 L38088.9 , 2S17 15622 3.05 M10 x2 % ; 125 1 170 116 1 164 j 49_ IA
108 mm 4.250 365- 5178 IrI 0.17 2 - 3/8 x 2 % 1 556 i 761---5.27 7.51 214 2-8108.0 2517 • 23030 1 4.32 MIO x 2 % '. 141 j 193 134 1 191 54 1.24
too
4.S00T365 5805
114.3 I 2517 ' 25822
0.17
4.32
2 - 3/8 x 2'h 5.95 7.82 - S54 1 7.47 214 2.9M10x2 % ; 151 199 14) 19_0 55 1.3
133 mm S•250 I 36S 7900
133.0 2517 !_ 35140
OR
4.33
2 - 3/8 x2 % i1 6,66 9.11 : 6.36 1 9.01 214 - 43MIOx2 % 169 232 162 j 55 1_ 11-9_
1397 mm 365 8620 0.17 2 - 3/8 x 2 K ! 6.7S 929 6.46 92229_ 3 2J19 4b139.7 2SI7 . 38340 ; 432 M10 x 2 K ! 172 236 164 i 234 53
165.t mm 6500 i 290 96231 0.17 2 - 5/8 x 3 y, i 7.84 1093 755 10.85 2.11 Sb9165.1 1999 42805 4.32 M16 x 3 ti ` 199 278 192 i 276 54 1 2.6
6 6b25 j 290 9997 0.17 2 - 5/8 x 3 y. 7.96 1 ii.o 7b7 ! 11.99 211 5.9215p16831199944469i4,32 MI6x 3 V, ; 202 281 1 195 ; 305 54 2.69
Working Pressure and End Load are total, from all internal and external loads, based on standard weight
ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Seepage 1 of this
document for Listed/Approved ratings on other pipe.
WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to
1 lh limes the figures shown in the chart on page 1, specific to pipe schedule and size.
1 The allowable pipe separation dimension shown is for system layout purposes only. FireLock EZ couplings
are considered rigid connections and will not accommodate expansion or contraction of the piping system.
0 Number of bolls required equals number of housing segments.
MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTMA-395, grade 65-45-15, is available upon special request.
Housing Coating:
Orange enamel (North America, Asia Pacific)
Red enamel (Europe)
Optional Coatings:
Hot dipped galvanized
Gasket:
Grade "E" EPDM (Type A)
FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters
Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oilfreeair) sprinkler services within the rated working pressure.
Bolts/Nuts: Heat -treated plated carbon steel, trackhead meeting the physical and chemical
requirements of ASTM A-449 and physical requirements of ASTM A-183.
STYLE 009H
GENERAL NOTES NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certaintheendcapisfullyseatedagainstthegasketendstop. For FireLock EZ Style 009H couplings, useFireLockNo. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps con-
taining the "QV EZ" marking on the inside face. Non-Viclaulic end cap products shall not be usedwithStyle009Hcouplings.
IMPORTANT: Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the
Style 009H coupling. There is no interchanging of gaskets or housings between coupling styles.
USE OF FLUSHSEAL GASKETS
FOR DRY PIPE SYSTEMS FireLock EZ couplings are supplied with FireLock EZ Grade "E" Type A gaskets. These gasketsincludeanintegralpipestop, that once installed provides the same benefits as a FlushSeal gasket fordrypipesystems. It should be noted that standard FlushSeal gaskets are not compatible and cannotbeusedwiththeFireLockEZcouplings.
INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product
you are installing. Handbooks are included with each shipment of Victaulic products for completeinstallationandassemblydata, and are available in PDF format on our website at www.viclaulic.com.
WARRANTY Refer to the Warranty section of the current Price List or contact Viclaulic for details.
NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be
installed in accordance with current Viclaulic installation/assembly instructions. Viclaulic reserves the
right to change product specifications, designs and standard equipment without notice and withoutincurringobligations.
For complete contact information, visit www.viclaulic.com
FireLock' Rigid Coupling
Style 005H
with Vic -Plus"" Gasket System (North America and Asia Only)
Patented &Jaerared forclarity
Vic Ban
ce,Nef sy,te_
Approvals/Listings: _
C8 at FM l lT VdS FLNO
U
104-1a/02
See Viclaulic Publication 10.01 for more details
LPC and VdS Approved. see notes on page 3
Product Description:
FireLock Style 005H rigid coupling has a unique,
patented angle -pad design which allows the housings
to offset while clamping the grooves. By permitting the
housings to slide on the angled bolt pads, rigidity is
obtained.
Support and hanging requirements correspond to
NFPA 13 Sprinkler Systems. Angle -pad design permits
assembly by removing one nut/bolt and swinging the
housing over the gasket. This reduces components to
handle during assembly.
Style 005H FireLock coupling are designed and
recommended for use ONLY on fire protection systems.
Vic -Plus'" Gasket System:
In North America and Asia, Victaulic offers a gasket
system which requires no field lubrication on wet
pipe systems that are hydrostatically tested. The
Vic -Plus System (patented) is dry, clean, and non -toxic.
It reduces assembly time substantially and eliminates the
mess and chance of over -lubrication. Please refer to the
latest copy of the Victaulic Field Installation Handbook
1-100) for supplemental lubrication requirements and
dry pipe fire protection system notes.
Job/Owner
System No.
Location
Contractor
Submitted By
Date
Material Specifications:
ctaulid
10.02
Housing. Ductile iron conforming to ASTM A-536, grade
65-45-12. Ductile iron conforming to ASTM A-395,
grade 65-45-15, is available upon special request.
Housing Coating: (specify choice)
Standard: Orange enamel (North America); red
enamel (Europe)
Optional: Hot dipped galvanized
Coupling Gasket: (specify choice)
NOTE: Additional gasket styles are available. Contact Viclaulic for details.
Grade "E" EPDM Type A Vic -Plus'" Gasket System'
EPDM (Violet color code). FireLock products have been
Listed by Underwriters Laboratories Inc. and Approved
by Factory Mutual Research for wet and dry (oil free air)
sprinkler services up to the rated working pressure using the
Grade "E" Type A Vic -Plus' Gasket System, requiring no field
lubrication for most installation conditions.
Grade "L" silicone
Recommended for dry heat, air without hydrocarbons to
350"F and certain chemical services.
For dry services, Victaulic continues to recommend the
use of Grade "E" Type A FlushSeal® Gasket.
Contact Victaulic for details.
Bolts/Nuts: Heat -treated plated carbon steel, trackhead
meeting the physical and chemical requirements of
ASTM A-449 and physical requirements of ASTM A-183
Standard gasket and FlushSeal gasket approved for dry pipe systems to
40'F/-40'C. Based on "typical' pipe surface conditions. supplemental
lubricant is recommended for services installed below 0'F/-18'C and
for all dry pipe systems or systems to be subjected to air tests prior to
being filled with water. Supplemental lubrication may also be required on
pipe with raised or undercut weld seams or pipe that has voids and/or
cracks at the weld seams. Viclaulic continues to recommend the use of
FlushSeal gaskets for dry services.
Engineer
Spec Section
Paragraph
Approved
Date
victaulic.com I Couplings I Rigid I Style 005H I Publication 10.02
victaulic.com I Couplings I Rigid I Style 005H I Publication 10.02
Dimensions:
Y -~
I Z-'j Rated for wet and dry sprinkler systems at 350 psi/2413 kPa
for 1 V/ - 4732 - 100 mm sizes and 300 psi /2068 kPa for
4 Y. - 87108 - 200 mm sizes; Schedule 10 roil grooved orxSchedule40cutorrollgroovedsteelpipe. Style 005H is rigid
and does not accommodate expansion, contraction or angular
deflection.
Actual Maximum Maximum Allow. Nominal Outside Working End Pipe End Dimensions Approx.
Size Diameter Pressurer' Load Separation' Bolt/Nut3 Weight
X Y ZInchesinchespsilbs. inches No. -size inches inches inches
Each
lbs. mm mm kPa N mm inches mm mm mm kg1 !4
32
1.660
42A
1 350
2413
755
3370
0.05
1.2 2 - Yi x 2 % 2.75 4.50 1.888 1270114O.21Y2
40
1.900
483
350
2413
990
4415
US
1.2 2-%x2Y. 3.00 4.75 1.88 1.2
2
50
2.375
603
350
2413
1550
6900
0.07
2 -Yi x 2 %
76
3.50
121
5.25
48
1.88
OS
1.61.61.7 89 133 482'h
6S
2.875
73.0
350
2413
2270
10110
0.07
1.7 2-3Ax2Va 0405.75 1.88 1.9 1.0
146
48 1.976.
1 mm 1 3.000 76.
1 350
2413
2475
11010
0.
07 1.
7 2-%x2Y' 4.13 5.75 1.88 1.9 105
146 48 0.9 380
3500
88.
9 350
2413
3365
1498S
0.
07 1.
7 2-iLx2Y' 4.63 6.13 1.88 2.1 1181S6481.0 4100
4500
114.
3 350
2413
5S65
24770
0.
16 4.
1 2 - % x 2'A S.757.25 23 113. 1 146
184 1. 108.
0mm 4.250 108.
0 300
2068
42S5
18940
0.
16 4.
1 2 - % x 2 Y' 5.63 7.2S 2.13 3.1 143
184 54 1 AS125
5.
563 1413
300
2068
7290
32445
0.
16 4.
1 2 - % x 3 6.88 9.00 2.13 4.5 175229542.0 133.
Omm 5.2SO 133.
0 300
2068
6495
28900
0.
16 4.
1 2 - % x 2 % 6.63 9.OD 2.13 4.5 168
229 54 2.0 139.
7 mm 5.500 139.
7 30D
2068
7125
31715
0.
16 4.
1 2-'h x 23A 6.889.00 2.13 4.8 175229542.2 6150
6.
625 1683
300
2068
10340
46020
0.
16 4.
1 2 -'h x 3 8.00 10.00 2.13 5.0 203
2S4 S3 2.3 159.
Omm 6.250 159.
0 300
2068
9200
40955
0.
16 4.
1 2 -'h x 2 % 7.63 10.00 2.13 5 5.5
19425454165.
1 mm 6.500 165.
1 300
2068
9955
44295
0.
16 4.
1 2 -'h x 3 8.15 10.00 2.13 5.5 207254542.5 820D
8.
625 219.
1 300
2068
17525
78000
0.
19 4.
8 2 - 9G x 4 Y' 1050 13.14 2.63 11.3 t
W- G;- e. 267
334 67 5.1 o • •----•_ -• •- .••
o . " imemo, ano exrernai loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved inaccordancewithVictaulicspecifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum JointWorkingPressuremaybeincreasedto1% limes the figures shown. 2
The allowable pipe separation dimension shown is for system layout purposes only. Style 005H couplings are considered rigid connections and will not accommodateexpansionorcontractionofthepipingsystem. 3
Number of bolls required equals number of housing segments. Metric thread size bolls are available (color coded gold) for all coupling sizes upon request. ContactViclaulicfordetails. 4
Style 005H couplings are VdS and LPC Approved to 16 Bar/235 psi.
victaulic.com I Couplings I Rigid I Style 005H I Publication 10.02
Listings/Approvals:
The information provided below is based on the latest
listing and approval data at the time of publication.
Listings/Approvals are subject to change and/or additions
by the approvals agencies.
Contact Victaulic for performance on other pipe and the
latest listings and approvals.
Related Working Pressure
psi
Related Working Pressure
psi
Related Working Pressure
psi
Pipe
Sch.
Size
inches UL ULC FM
Pipe
Sch.
Size
inches UL ULC FM
Pipe
Sch.
Size
inches UL ULC FM
S M — 3 175 175 175 EL 1'/a — 2 300 N/A N/A MT 1 Ya — 2 300 N/A N/A
1'/2 — 3 3S0 3S0 3S0 ET 1'/4 — 2 300 N/A N/A STF 1'/i —4 N/A N/A 300
10, 40
5 — 8 300 300 300 EZ 4-6 3000 N/A 300 Steady 1 Ya — 2 N/A N/A 300
BLT 1 % — 2 300 300 N/A FF 1 Y. — 4 N/A N/A 300 TFI 3 — 8 N/A N/A 300
DF 1'/4 — 4 300 300 300 GAL -7 2 1 300 N/A N/A WLS 1'/. — 2 300 1 300 N/A
DT 1'/4 — 2 300 300 N/A MIT M — 2 300 N/A N/A XL 1'/a — 3 1 300 300 300
EF 1%-4 175' N/A I 17S MF M-4 300 N/A 300'
5 FM approved for service In 1 1/2 — 4' pipe.
6 UL Listed for service up to 4' pipe only.
7 UL Listed for service up to 3' only.
Installation
Reference should always be made to the 1.100 VrclaUIOL Field Inslot alu,n Hanobook for
the product you are installing. Handbooks are included with eac s rpmonl 51 victaulic
Products for complete installation and assembly data, and are available in PDF formal
on our website al wvnrviclaulic.com.
Warranty
Refer to the Warranty section of the current Price List orcontact Viclaulic for details.
Note
This product shall be manufactured by Viclaulic or to Viclaulic specifications. AD products
to be installed in accordance with currentViclaulic installalionfassembly insbutliens.
Viclaulic reserves the right to change product specifications, designs andstandard
equipment without notice and without incurring obligations.
Trademarks
Viclaulic" is a registered trademark ofViclaulic Company.
STYLE 77
Style 77 couplings are designed with cross -ribbed construction to provide a strong
component for pressure piping systems. The coupling is offered in a two piece housing
design from V4 — 24720 — 600mm sizes for pressures up to 1000 psi/6900 kPa.
All sizes are provided with plated bolts and nuts. Galvanized and stainless steel housings
are also available.
Independent testing has shown the Style 77 coupling to be an effective stress relief
and vibration attenuation device providing performance superior to braided steel and
elastomeric arch -type connectors when used in close proximity to the source of vibration.
Refer to 26.04 for vibration information.
Independent testing has shown that Victaulic Style 77 flexible couplings provide
exceptional functionality during and after earthquake conditions. Refer to 26.12 for
further information.
Performance data presented in this document is based on use with standard wall,
carbon steel pipe. For use with stainless steel pipe, please reference document 17.09 for
pressure ratings and end loads. When used on light wall stainless steel pipe, the Victaulic
RX roll set must be used to roll groove the pipe. For further information regarding roll
grooving stainless steel, refer to document 17.01.
For 14 — 247350 — 600mm flexible roll groove systems, Victaulic recommends Style
W77 AGS couplings. For more information, request submittal publication 20.03.
JOB/OWNER
System No.
Location
CONTRACTOR ENGINEER
Submitted By Spec Sect
Date Approved
V. - 127120 - 300MMSIZES
14 - 24*1350 - 600 MM SIZES
Para
Date
CARBON STEEL PIPE — GROOVED COUPLINGS
Standard Flexible Coupling
STYLE 77
06.04
MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM
A-395, grade 65-45-15, is available upon special request.
Housing Coating: Orange enamel.
Optional: Hot dipped galvanized and others.
Coupling Gasket: (specify choice')t
Grade "E" EPDM (All other sizes)
EPDM (Green color code). Temperature range —30•F to +230°F/-34•C to +110°C.
Recommended for hot water service within the specified temperature range plus a variety
of dilute acids, oil -free air and many chemical services. UL classified in accordance with
ANSI/NSF 61 for cold +86•F/+30°C and hot +180•F/+82°C potable water service. NOT
RECOMMENDED FOR PETROLEUM SERVICES.
Grade "T" nitrile
Nitrile (Orange color code). Temperature range —20•F to +180•F/--29•C to +82•C.
Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the
specified temperature range. Not recommended for hot water services over +150•F/+66•C or
for hot dry air over +140•F/+60•C.
Services listed are General Service Recommendations only. It should be noted that there are
services for which these gaskets are not recommended. Reference should always be made to
the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a
listing of services which are not recommended.
NOTE: Additional gasket styles are available. Contact Victaulic for details.
Bolts/Nuts: Heat -treated plated carbon steel, trackhead meeting the physical and chemical
requirements of ASTM A-449 and physical requirements of ASTM A-183.
Optional Bolts: ASTM F-593, Group 2, Type 316 stainless steel oval neck track bolts.
Optional Nuts: ASTM F-594, Group 2, Type 316 stainless steel heavy hex nuts with galling
resistant coaling.
t Supplemental lubricant is recommended for services installed at or continuously operating below0•F/-18•C.
CARBON STEEL PIPE - GROOVED COUPLINGS
Standard flexible Coupling
STYLE 77
DIMENSIONS
J.
1450 100p 865 0 - 0.06 1 0.72 I2026.7 I 6900 3850 0 - lb 3 - 24' 60 I 2 - % x2 213 j 4A0 1.75 ` 1.1
1 1315 IA00 1.360 l 0 - 0.06
i 54 102 44 OS
25 33A
Imo...._ _
6900 6050 ( 0 - ' 6
Z160._...i
0572' - 43' i 2 - % x 248l - ----- _.. .. ---
238
61
4.12
1os
1.75
44 I 12
1w
32 422 -
1.900
6900
1,000
9610
Z835
0-O.OG
0 - 1.6 2' - 10' 2 -16 x 215 2AS
67
SAO
127
Ise
48
2.0
0.91 %
40 483
2375
6900
I.000
1261S
4,1-1430
0 -
0166
0-0.06...
I' - 56' I
I
0.40
33
0.32
2 -15 x 21S 3.
979 137137 4848 1
I
1.
1
1.02
SO 603 6900 19715 0 - 1.6 I - 31 i 26 1 2 -'h x 2 % i 3b3 588 Ise 2.6
57.Omm 2.664 I= 3955 ! 0-0.16 0.33 I
92 _ 149 48 1.2
57.0 6900 17592 0 - lb I - 34' ! 27 2 - % x 2 % ' 3.43
87
S.73
146
1.9
48
3.0
2Y 65
2,
87573.
0I=
6900
6.
490j 28880
0-
0.06 0-
lb 1' - IS' 0.26 3 - 2-hx20 415 650 188 IA _
3.
1 76.
1 mm 3 1000 7,070 ! 0 - 0.06 I
I
22 _
0.
26 I
108 , 165 _ 48 _ 1.4 76.
1 _6900 31460 ! 0-Ib I'-12' 22 2-%x2'Y. 436 6b3 188 32 3
3500 1A00 9620 --- 0 - 0.060.2211I `-
168 48 r
1.
5 - 80
88.9 4A00
6900
IA00 ---'
46810
12.
565 0-
Ib )'-2- 2, 18 _ 2 - h x 21. i 5.00127
7.
13 181
188
48
3.
7 1.
7 3% 90
101b j 0-0A6 0' 0.19Sb3 US 690D559150-lb 54' 16 6-.-----_ I 2-iGx315 1,88 ! Sb 4
100
4500---_
1,000 15,900 ! 0-0..6
1--- 034
143 ___
613
210
48 2S 1143
4.
250 6900
1,
000 70755
1 14,
180 : 0 -
3.2 1' - 36' 0-
0.13 -.----•-•-- 28
0.
35• I
2 - % x 31. 1
156
828
226
1 213
54 .-_"
6.
7 3.
0 •-- 108.0mm108.0 6900 63100 l 0 - 3.2 1' - 41' i 2 -16 x 82S 6 152
8b3
2.13 , 11.0 S
5563 1,000 24300 11 0-0.13 0.27I 219
54 --, 5° - 125
1413 5250
6900
1A00
10813S
0 - 3.2 1 .-----•-_.-,--..
21,635 l 0-0.13 1' -
18. ! 23 I- ...-..._.-j--•---._. 0282 -
14 x 4l. 7.75197 _ ,
1
10b5
270 ......
54 2.
13 j
Job
4.
8 133.
Omm 133A 6900 96275 0 - 3.2 1' - 21' i 24 2 - 20 x 108 743 194
1038 .
2.13 10.04
4S 139.7mm 5•w I,000 23,745j 0-0.13 I - - -• 139.7 69W iOS665 0 - 3.2 I' - 18' Ole ! 2 - 20 x108 8.6310AS _ Z.13 104 4 - ---- --- 219 :- 270 S4 4.566b25100034,470 1 0 - 0.13 = 0.23 8b3 ! 1188 213 j 12.0 15016836900IS33900 - 32 1 " S 18 2 - U x4'/. 219 302 54 62SO1 ---- .. _ - .-! - - SA ..__ 0-0.13159.Omm 1 S9A6900b160 0 - 3.2 1' - 9' 0.24 ' 2 - 20 xI08 8b3 1150 2.13 132 l
0-3.2 20
6_0165.1mm 1165 61y°0°00i 141 850i 0-0.13 I.-6.- 0.293_ 2-Y,x4'/, 8 lb3 23 132 22629554 , 6.0Tablecontinuedonpage3. See
notes on page 3. got .
101. 12*
120 - 300 MM SIZES 14 - 24-13SO - 600 MM SIZES
CARBON STEEL PIPE - GROOVED COUPLINGS
Standard Flexible Coupling
STYLE 77
DIMENSIONS
06.04
815
200
8b2S
219.1
10.750
273.0
I 8W 1
SS00 IIl-
800
46.740
207995
73280
I
1-
I
0 - 0.13
0 - 3.2
0-0.13
0' - SO'
4
0' - 40' I
0.18
I °
0.14
i 1100i2 -11 x 5 279
13b32I6
I 14.75 ` 250
j 375 63 _
17.13- --2.63
20BI _9.4
31.1--
105
250
12,750
i SS00
800 !
326100
102.000--0
i 0 - 3.2
013 - -- -- 001
I 12
0.12
x 346
1 tSb3
t 43S
2b3
67 _ 14.1
12S
300 323.9 S500 1------ 453900 32 0' - 34' 9 2 - 1 x 6Y, 397
1925
j- 489 67
27B
12-614t
350
14.000
355b
14,842
377.0
300 I
2065 !
N!
300 l
46.180
205S00
S1,87S
I
j
0 - 0
0 - 3.2
0-0.13
a - 31
0'
T
I -
0.11
9
oil
16.13 I 752- 1 x 3V'_ 42S
3Y, I-_ 2- I 1739
2025
i 514
20.96
3.00
76
2.8
39.2
17.8 _
488377.0mmy
16.000
206S
300
23Q84S
6Q320
I 0 - 3.2
0-0.13
31 q
0.10
x 442
i- 18.7S 1 S31 71 _ 22.1 _ 16t
400 406.4 206S ! 268425 0 - 3.2 0' - 27' 2 - 1 x 3 N 22.2S 3.00 45.09I47656S7620.4
426.Omm y 16.772
426
300
206S
66,245
294.795
0 - 0.13
0 - 3.2 0 - 27 i 0.10 I 19.692- 1 x 3H j 22.92 2.92 1 56.7
18 t 18.000 300 ! 76.340 j 0 - 0.13 j
I
9
0.0821.56
500 581 1 74 _ 25.7
4SO 457.2
18.898
206S
300 i
339710
84,105
I 0 - 3.2
0-0 * 13
0' - 24 7
0.08
2- 1 n x 4 I 548i---_ ._....... -_
2238.
25A0
635
25.86
3.13
80
3.04 _
60.1
29.1
77.2 - 480Amm N 48 _ 206S i 374,26S
20.000 - - 300 _ i 94,000 I
0-32
0 - 0.13
0' - 24'
1
7
0.08
2- 1Yi x4 569
i
655
r
77 3520t
500 508.0
22.00
559.0
2065
300
2065
418300
114,000
0 - 3.2
0 - 0.13
0' - 22
0' - 19
7
0.07
33.632- 114.X4 i 600
2 - I Y x ° 25b3
27.00
686
29.13
3.13
BO
3.13
748
34.0
82.6
22
SSO
20866 300 ;
507300
102,S35
0 - 3.2
0-0.13
6
0.08
651i_--_..
24.29
740
27.8
80 _
3.07
375
91.7S30.0mmy 530 2065 4S6_280 i
22 835 300 i 102,360
580 2065 { 455,591
24.000 i 250 I 113,000
609.6 1725 502850 =
203 2soI 10!I0-0.1363017255i416
AS' See Style W77. PublicationG
0 - 3.2 0' - 22
0 - 0.13 ' 0' - 19' ! 0 - 3.2
0 - 0.13 i
0 - 3.2 0' - 18'
0 --0'-18, '
7
0.07
6
0.07
6
0.07
6
2 - I Ysx ° I _ 617
2 _ 11i x4 i 26 76I680
7.752- 1 K x4 Z
705
i2-114x4 2842
722
704
30AI
762 __
31.00
787 !
32.6
1-8117
77
3.12
79 I
3.19
81
3.12
79._-44
41b _
92.8
42 2 _
89b
40.7
968
580Amm it
244
600
3014.Oy m2m4350 -
600
20.03 S Couplings
8, 10, 12%200, 250, 300mm sizes available to 11S standards. Refer to Section 06.17 for details. Working Pressure
and End Load are total, from all Internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance withVictaulicspecifications. Contact Victaulic for performance on other pipe. WARNING: FOR
ONE TIME FIELD TEST ONLY, the Maximum JointWorking Pressure may be increased to 1% times the figures shown. t Allowable
Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figuresforstandardcutgroovedpipemaybedoubled. These figures are maximums; for design and installation purposes thesefiguresshouldbereducedby: SO% for U - 3 h 120 - 90mm, 25% for 47100mm and larger. @ Number
of bolts required equals number of housing segments. Metric thread
size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. t For
14 - 247350 - 600 mm Roll Groove systems Victaulic offers the Advanced Groove System (AGS) line of products. Request publication 20.03 for informa- tion ontheStyleW77flexibleAGScoupling. V CIS
size product is designed with two housings and requires two bolts. is=l•. -
r-- '/ : R - 12720 -
300 MM SIZES 14 - 247350 - 600 MM SIZES
Standard Flexible Coupling
STYLE 77
INSTALLATION Reference should always be made to the 1.100 Victaulic Field Installation Handbook for the product
you are installing. Handbooks are included with each shipment of Victaulic products for complete
installation and assembly data, and are available in PDF format on our website at www.victaulic.com.
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.
Frx rmmntoty. rnntart information. visit www.viclaulic.com
FireLockO
FireLock* products comprise a unique system specifically designed for fire protection
services. FireLock full -flow elbows and tees feature CAD -developed, hydrodynamic
design, affording a shorter center -to -end dimension than standard fillings. A noticeable
bulge allows the water to make a smoother turn to maintain similar flow characteristics as
standard full flow fittings.
FireLock fittings are designed for use exclusively with Victaulic IPS-sized couplings that
have been Listed or Approved for Fire Protection Services. Use of other couplings or
flange adapters may result in bolt pad interference.
Victaulic FireLock fillings pressure ratings conform to the ratings of Victaulic FireLock EZm
Style 009N/Style 009H couplings.
MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536, grade 65-45-12.
JOB/OWNER
System No.
Location
Fitting Coating:
Orange enamel.
Red Enamel in EMEA-I.
Optional: Hot dipped galvanized.
CONTRACTOR
Submitted By
ENGINEER
Spec Sect Para
Date Approved
Date
IPS CARBON STEEL PIPE — FIRE PROTECTION PRODUCTS
FireLockO Fittings
DIMENSIONS
10.03
CtoE1 CtoE •7
T
LE 0
t< ,`
0
vIe
0
E \\
iLeeE.
NO.001 NO.003 NO.002 NO.006
IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS
FireLock® Fittings
FLOW DATA
10.03
r Fri
iMi b
a. 1 •:
IV.-
32 _ 42.4-
I I4 1.900- I40 483-
2 2375 35 1 1.8 5 ( 3S
50 _
1
60.3 1.1 05 ! 2,6 1.1
2%
65_-{
2.875
73.0
43
1.3
1 2.2
0.7
10.8 s
3.3
4.3
1_3
76.1 mm 3.000 j 45 i 23 1 I1.0 4.5
1 76.11 1A 0.7 3A ' IA
3 1 3500 5.0 i 2.6 13A 1 - 5A
108mm 1 4.250 6.4 I
4_0_.
32 I 15.3 6.4
108.0 f 2.0 4.7 2.0
4 4500 ' 6.8 3.4 I 16.0 6.8
100 114.3 ! 2.1 1 1.0 4.9 2.1
5 I 5.563 8.5 t 4.2 21.0 8.5125j141.3 j 2.6 13 6.4 i 2.6
159mm 6.250 9.4 I 4.9 25.0 1 9.6
6
158.8
6b25 I
2.9
10.0
1.5- -
5A
7.6 E
25.0 '
2.9
10.0150- , 1683 3.0 IS _ 7.6 1 3.0
8 ••-_-- 13.0 5.0 i 33A 13.0
200 1 2191 4.0 i 15 i 10.1 i 4.0
t The flow data listed is based upon the pressure drop of Schedule 40 pipe.
GENERAL NOTES NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certain
the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009N/009H
couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60
end caps containing the "QV EZ" marking on the inside face. Non-Viclaulic end cap products shallnotbeusedwithStyle009/009V/009H couplings.
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.
For complete contact information, visit www.victaulic.com
Inns 1 C20 OPV V nonATcn n0nn-
Victaulic° Grooved End Fittings
No. 20 Tee No. 10 Elbow
Certifications/Listings
yL m <FM Qy LPCB vas
When supplied as 'hot dip galvanized' the following fillings are UL Classified in
accordance with ANSI/NSF 61 and for use on cold +86'F/+30'C potable water
service and ANSI/NSF 372: No. 10 90' Elbow, No. 11 45' Elbow, No. 12 22 1/2'
Elbow, No. 13 11 1/4' Elbow, No. 100 90' Long Radius Elbow, No. 110 45' LongRadiusElbow, No. 20 Tee, No. 25 Tee with Grooved Branch, No. 30 45' Lateral,
No. 60 Cap, No. 50 Concentric Reducers, No. 51 Eccentric Reducers.
Note: The following Victaulic fillings are VdS approved: No-10 90' Elbow, No.11
45' Elbow, No.20 Tee and No.60 Cap.
Note: The following Victaulic fittings are LPCB approved: No.10 90' Elbow,
No.11 45' Elbow, No.12 22 1/2' Elbow, No.13 11 1/4' Elbow, No.30 45' Lateral,
No.30-R Reducing Lateral, No.100 Long Radius Elbow, No.110 Long Radius
Elbow, No.20 Tee. No.35 Cross, No.60 Cap, No.25 Reducing Tee, No.33 True
Wye, No.50 Concentric Reducer, No.51 Eccentric Reducer and No.29M Tee
with Threaded Branch.
Product Description
Victaulic offers a broad line of fittings in sizes through
60'71500mm in a variety of straight and reducing styles
Most standard fittings are cast of durable ductile iron to
precise tolerances. Victaulic standard fittings pressure
ratings conform to the ratings of Victaulic Style 77
couplings.
All fittings are supplied with grooves or shoulders to
permit fast installation without field preparation. The
grooved design permits flexibility for easy alignment.
These fittings are not intended for use with Victaulic
couplings for plain end pipe (refer to publication 14.04
for fittings available for plain end applications).
Job/Owner
System No.
Location
Contractor
Submitted By
Date
ct:aulid
07.01
Fittings are provided in various materials including ductile
iron, steel or segmentally welded steel depending on
styles and size. Fittings are painted orange enamel with a
galvanized finish available as an option, contact Victaulic
for details.
Victaulic fittings are designed specifically for use in
grooved piping systems. Fittings are provided grooved or'
with shoulders conforming to standard steel pipe outside
diameters. When connecting wafer or lug -type butterfly
valves directly to Victaulic fittings with 741 or 743
Vic -Flange® adapters, check disc clearance dimensions
with I.D. dimension of fitting.
Engineer
Spec Section
Paragraph
Approved
Date
victaulic.com I Fittings I Grooved End I Publication 07.01
07.01 1449 Rev X I lndalnrl lnI M4 0 7mn nn .:..w, ,_...._.
victaulic.com I Fittings I Grooved End I Publication 07.01
Other Fitting Styles
AGS - Advanced Groove System
Ductile Iron for AWWA size pipefrom14 — 607350 — 1500 mm
Publication 20.05 Publication 23.05
0
t
Stainless Steel XL Fittings for abrasive services
Publication 17.16 Publication 07.07
Galvanized
Publication 07.01 for Original Groove Fittings Aluminum
Publication'2O.O5 for AGS Fillings Publication 21.03
Extra Heavy EndSeal "ES" Shouldered Ends
Publication 07.03 Publication 07.06
Y
Copper Plain End
Publication 22.04 Publication 14.04
victaulic.com I Fittings I Grooved End I Publication 07.01
Material Specifications
Fitting: (specify choice)
Standard: Ductile iron conforming to ASTM A-536,
Grade 65-45-12.
Optional: Segmentally welded steel as shown under
nipples
Nipples: (specify choice)
3/ - 4720 - 100 mm. Carbon steel, Schedule 40,
conforming to ASTM A-53, Type F
5 - 67125 - 150 mm: Carbon steel, Schedule 40,
conforming to ASTM A-53, Type E or S, Gr. B
8 - 127200 - 300 mm: Carbon steel, Schedule 30
or 40, conforming to ASTM A-53, Type E or S, Gr. B
Flanged Adapter Nipples: (specify choice)
Class 125 Flange: Cast iron conforming to ANSI
B-16.1
Class 150 Flange: Carbon steel conforming to ANSI
B-16.5, raised or flat face
Class 300 Flange: Carbon steel conforming to ANSI
B-16.5, raised or flat face
Fitting Coating: (specify choice)
Standard: Orange enamel.
Optional: Hot dip galvanized and others. Some
fittings supplied electroplated as standard - see
Product specifications.
Flanged Adapter Nipple Coating: (specify choice)
Standard: None (Unfinished)
Optional: Orange enamel, hot dip galvanized and
others.
victaulic.com I Fittings I Grooved End I Publication 07.01
Flow Data
Frictional Resistance)
The chart expresses the frictional resistance of various Victaulic fittings as equivalent feet of straight pipe. Fittings notlistedcanbeestimatedfromthedatagiven, for example, a 221h° elbow is approximately one-half the resistance of a45° elbow. Values of mid -sizes can be interpolated.
i
Size Dimensions
90' Elbows 45' Elbows Tees
No. 100 No. 110ActualOutsideNo. 10 1 rh D Long No. 11 1'h D Long INominalSizeDiameterStd. Radius Radius Std. Radius Radius Branch RunInchesinchesfeetfeetfeetfeetfeetfeetmmmmmetersmetersmetersmetersmetersmeters113151.7 0.8 4.2 1.72533.7 OS 0.2 1.3 05223753.5 25 1.8 1.1 8.5 35506031.1 0.8 05 03 2.6 1.1
76.1 mm 7610 4.3 2.1 10.8 43130.7 33 133
80
3.500 5.0 3.8 2.6 1.6 13.0 so88.9 1S 1.2 0.8 OS 4.0 15
108.0 mm 3'2 153 6A108.0 2,0 0.9 4.7 2.0445006.8 5.0 3.4 2.1 16.0 6.810011432.1 15 1.0 0.6 4.9 2.1
133.0 mm 5.250 8.1 4.1 20.0 8.1133.0 25 1.2 62 2S
139.7mm 500 4.2 21.0 8.5139.7 25 1.3 6.4 2.6555638S4.2 21.0 85125141.3 2.6 1.3 6A 2.6
159.0 mm 4.9 25.0 9.6159.0 29 1.5 7.6 2.9
165.1 mm 160 615.0 25.0 10.02.9 1.5 7.6 3.06
150
6.625 10.0 7.5 5.0 3.0 25.0 1" 168.3 3.0 2.3 1-5 1 0.9 7.6 348
200
8.62S
219.1
13.0
4.0
9.8 6.5 4.0 33.0 13.0
3.0 2.0 1.2 10.1 4.010
250
10.750 17.0 12.0 83 5.0 41.0 17.0273.0 5.2 3.7 25 15 12.5 5.21212.7S0 20.0 l45 10.0 6.0 50.0 20.0300323.9 6.1 4.4 3.0 1.8 152 1 6.11414.000 24.5' 15.8 18.5' 11.0 70.0 23.03S035S.6 7.5 4.8 5.6 3A 21.3 7.016
400
16.000 28.0' 18.0 21.0' 13.0 80.0 27.0406.4 85 5.5 6.4 4.0 24A 8.21818.000 31.0' 20.0 23.5' 14.0 90.0 3" 4S0 457.0 9.5 6.1 7.2 4.3 27.4 9.12020.000 34.0' 22.5 25.5' 16.0 100.0 33.0800508.0 10A 6.9 1 7.8 4.9 30.5 10.124
600
24.000 42.0' 27.0 29.5' 19.0 12" 40.0610.0 12.8 8.2 9.0 5.8 36.6 12.2
AGS fittings available up to 60'71500 mm. Contact Victaulic for details.
AGS'
v
1 F'lf is d 1ngowataor 1424 /350.600 mm size No. 10 and No. 11 Elbows is based on fillings for Style 07 and 77 couplings. For flow data on AGS fillings (No. W10andNo. WI Elbows), refer to publication 20.05.
victaulic.com I Fittings I Grooved End I Publication 07.01
Dimensions
Elbows
No. 10 90° Elbow
No. 11 450 Elbow
No. 12 22 W Elbow
No. 13 11 V40 Elbow
No. 100 900 Long Radius Elbow
No. 110 45° Long Radius Elbow
C to E -ry
I`CtoEl =27 E
CtoE t•-• .< CtoE 1 I
to
I
T. CtoE 1
No. 10 No. 11 No. 12
No. 13 No.100 No.110StandardandGSNK
No.200 No.110No. 10 No. 11 No. 12 No. 13 90' Long Radius 45' Long RadiusSize90' Elbow 45' Elbow 22rk' Elbow 113le Elbow Elbow Elbow
Actual Approx. Approx. Approx. Approx. Approx. Approx. Outside Wgt. Wgt. Wgt. We. Wgt. Wgt. Nominal Size Diameter C to E Each C to E Each C to E Each C to E Each C to E Each C to E Each
inches Inches inches lbs. inches lbs. inches lbs. Inches lbs. inches lbs. Inches lbs. mm mm mm kg mm kg mm kg mm kg mm kg mm kg3A1.050 2.25 OS 1.5o 0.5 1.63 (sw) 138 (sw) 2.50 (sw) 0.4 1.88 (sw) 0.32026.9 57 0.2 38 0.2 41 35 64 0.2 1 48 0.1
1 1315 2.25 0.6 1.75 0.6 1 3.253 0.6 138 (sw) 0.3 2.88 (sw) 0.6 2.25 (sw) 0.52533.7 57 03 44 0.3 83 03 35 0.1 73 03 57 0.2
1 Y4 1.660 2.75 1.0 1.75 0.9 1.75 0.8 138 (sw) 03 3.25 (sw) 1.1 2.38 (sw) 0.73242A70OS440.4 44 0.4 35 0.2 83 OS 60 0.3
1 16 1.900 2.75 1.2 1.75 0.9 1.75 0.8 1.38 (sw) 0.5 3.63 (sw) 2.2 2.50 (sw) 1.34048.3 70 0.5 44 0.4 44 0.4 1 35 0.2 1 92 1.0 64 0.6
2 2.375 3.25 1.8 2.00 13 1.88 1.2 1.38 1.0 438 25 2.75 1.850603830.8 51 0.6 48 05 35 0.5 111 1.1 70 0.8
21h 2275 3.75 3.2 2.25 2.2 4,00 2 23 1.50 1.1 5.13 3.4 3.00 2.86573.0 95 1.5 57 1.0 102 1.0 38 05 130 1.5 76 1.3
76.1 mm 3.000 3.7S 3.7 2.25 3.4 2.25 1.50
76.1 95 1.7 57 1.5 57 38
3 3.500 4.25 4.S 250 3.1 4.50 2 3.1 1.50 2.1 5.88 6.0 3.38 4.98088.9 108 2.0 64 1A 114 1A 38 1.0 149 2.7 86 2.2
3 % 4.000 4.S0 5.6 2.75 43 2.50 (sw) 4.0 1.75 (sw) 2.7
90 101.6 114 2.5 70 2.0 64 1.8 44 1.2
4 4.500 5.00 7.1 3.00 5.6 2.88 5.6 1.75 3.6 7.50 12.3 4.00 7.3100114.3 127 3.2 76 1 2.5 73 1 2.5 44 1.6 191 5.6 102 3.3
108.0 mm 4.250 5.00 11.0 3.00 1 5.6
108.0 127 5.0 76 2.5
4'% 5.000 5.2S (sw) 10.0 3.13 (sw) 6.0 3.50 (sw) 6.6 1.88 (sw) 4.2
120 127.0 133 45 79 2.7 89 3.0 48 1.9
5 5.563 5.50 11.7 3.25 8.3 2.88 (sw) 7.8 2.00 (sw) 5.0 9.25 (sw) 18.0 4.88 (sw) 14.8125141.3 140 5.3 83 3.8 73 3.5 51 2.2 1 235 8.2 124 6.7
133.0 mm S.250 550 11.7 3.25 8.3
133.0 140 5.3 83 3.8
139.7 mm S.Soo 5.50 11.7 3.25 8.3 2.88 2.00
139.7 140 5.3 83 3.8 73 51
6 6.625 6.50 17.2 3.50 10.8 6.25' 12.2 2.00 7.0 10.75 30A 5.50 17.4150168.3 165 7.8 89 4.9 159 5.5 51 3.2 273 13.8 140 7.9
Gooseneck design, end -to -end dimension fittings in this size, contact your nearest Victaulic sales representative.
3 For 147/350 mm and larger roll grooved systems, Victaulic offers the Advanced Groove System (AGS). For pricingand availability of cut groove fittings in this size, contact your nearest Victaulic sales representative.
4 Chinese standard sizes
victaulic.com I Fittings I Grooved End I Publication 07.01
j-CtoE j COEI
CwE
C I C CtoE
L j
CtoE
I
E
J I
CtoE C-
I
No. 10 No.11 No. 12
Standard and GSNK No. 13 No. 100 • No. 110
Size
No. 10
90° Elbow
No. 11 No. 12 No. 13
No.100
90• Long Radius
No.110
45• Long Radius45° Elbow 22'e Elbow 11'/4• Elbow Elbow ElbowActual
Outside
Approx.
Wgt.
Approx.
Wgt.
Approx. Approx. Approx. Approx.
Nominal Size Diameter C to E Each C to E Each
Wgt.
C to E Each
Wgt.
C to E Each
Wgt.
C to E Each
W91.
Inches inches Inches lbs. Inches lbs. inches lbs. inches lbs. inches lbs.
C to E
inches
Each
lbs. mm mm mm kg mm kg mm kg mm kg mm kg I mm kg159.0 mm 6.250 650 18.6 3.50 10.8
159.0 165 8.4 89 4.9
165.1 mm 600
165.1
6.50
165
1.5
7.0
30 9.8 3.13 4 4 sw 29.0 5.50 (sw) 19.0
8 8.625 7.75 29.9
89
4.25
4.4
20A
79
7.752
5.2
20.0
51 3.4 273 13.2 140 8.6
36.0200219.1 197 13.6 108 9.3 197 9.1
2.00
51
10.1 14.25 66.0 7.25
10
250
10.750 9.00 63.3 4.75 375 4.38 (sw) 30.0 2.13
4.6
11.8
362
15.00
1 30.0
107.0
184
6.25
163
57.0273.0 229 28.7 121 17.0 111 13.6 54 53 381 48.5 159 25.912
300
12.750
323.9
10.00
254
74.0
33.6
5.25 66.7 4.88 ($w) 40.0 2.2S 293 18.00 156.0 7.50 90.0
14) 14.000 14.00 136.0
133
5.75
30.3
65.0
124
5.00 (sw)
18.1
46.0
57
3.50 (sw)
13.3
32.0
457
21.00 (s)
70.8
164.0
191 40.8
82.0
37.2
350 355.6 356 61.7 146 295 127 20.9 89 14.5 533 74.4
8.75
1 222
377.0 mm 14.843 14.84 1493 6.13 82.0
377.0 377 67.7 156 37.2
16'
400
16.000
4065
16.00
406
171.o 6.63 88.0 5.00 (sw) 58.0 4.00 (SW) 42.0 24.00 (s) 210.0 10.00 (s) 100.077.6 168 393 127 26.3 102 19.1 610 953 254 45A
426.0 mm' 16.773 16.75 198.6 7.00 1013
426.0 425 90.1 178 45.9
18'
450
18.000
457.2
18.00
457
228.0 750 108.0 5.50 (sw) 65.0 j4.50 (sw) 53.2 27.00 (s) 273.0 11.25 (s) 13S.0103A19050.0 140 29.5 144 24.1 686 123.8 286 61.2
480.0 mm 4 18.898 18.88 291.0 7.83 141.7
480.0 480 132.0 200 643
20'
500
20.000
508.0
20.00
S08
298.0 8.2S 138.0 6. 00 (sw) 78.6 5.00 (sw) 65.0 30.00 (s) 343.0 12.50 (s) 174.0135.2 210 62.6 152 36.0 127 29.5 762 155.6 318 78.9
530.0 mm 4 20.866 20.88 355.0 8.63 179.0
530.0 530 161.0 219 81.2
24)
600
24.000
609.6
24.00
610
438.0 10.00 221.0 7.00 (sw) 140.0 6.00 (sw) 60.0 36.00 (s) 516.0 15.00 (s) 251.0198.7 254 100.2 178 63.5 152 27.2 914 234.1 381 113.9
630.0 mm' 24.803 24.80 545.0 10.25 255.2
630.0 630 247.2 261 115.7
14 - 60 For AGS fitting information, see publication 20.05
350-1500 AGS'
v-
Gooseneck design, end -to -end dimension fillings in this size, contact your nearest Victaulic sales representative.
For 147350 mm and larger roll grooved systems. Viclauhc otters the Advanced Groove System (AGS). For pricing and availability of cut groove fillings in this size, contact your nearest Victaulic sales representative.
4 Chinese standard sizes
General Notes
Note: All Fittings are ductile iron unless otherwise noted with an (sw) or (s).
s) = Carbon Steel Direct Roll Groove (OGS)
sw) = Carbon Steel Segmentally Welded
victaulic.com I Fittings I Grooved End I Publication 07.01
Reducing Base Support Elbow
No. R-10G Grv. x Grv.
No. R-10F Grv. x Flange
rC toE
FCIoE --I
I j
p I I
H _.y. l
H
8Dla. 8 Via.
No. R-IOG No. R-10F
No. R-20
Size Reducing Base Support Elbow Approx. Weight Each
Nominal Size C to E H B Diameter Grv. x Grv. Grv. x Flange
inches inches inches Inches lbs. lbs. mm mm mm mm kg k9
6
x 4 9.00 1.25 1.50 19.0 33.015010022932388.6 15.0
9.00 1.50 1.50 23.0 38.05
125 229 38 38 10.4 17.2
8
x 6 10.50 2.13 1.50 33.0 52D200150267243815.0 23.6
10 x 8 12.00 2.40 1.50 61.0 88.0250200305613827.7 39.9
Adapter Elbow
No. 18 900 Adapter Elbow
No. 19 450 Adapter Elbow
GEI` -i
V GECTECtoIItoLTL
No. 18 No. 19
No. 18 No. 19Size90• Adapter Elbow' 45• Adapter Elbow'
Actual Outside Approx. Weight Approx. WeightNominalSizeDiameterCtoGECtoTEEachCtoGECtoTEEach
inches inches Inches inches lbs. inches inches lbs. mm mm mm mm kg mm mm k9Y+ 1.050 2.25 2.25 0.5 1-50 1.50 OS2026.9 57 57 0.2 38 38 0.211.315 2.25 2.25 0.5
25 33.7 57 57 0.2
1 r/4 1.660 2.75 2.75 0.9
32 42A 70 70 0.4
1 % 1.900 2.75 2.75 1.1 1.75 1.75 0.94048.3 70 70 0.5 44 44 0.4
2 2.375 3.25 4.25 2.5
50 60.3 83 1 108 1 1.1
2 rh 2.875 3.75 3.75 3.0 2.25 2.25 236573.0 95 9S 1.4 57 57 10
3 3.500 4.25 6.00 5.8 2.SO 4.25 5.08088.9 108 152 2.6 64 108 23
3 Y: 4.000 4.50 6.25 8.0 5.25 5.25 8A90101.6 114 159 3.6 133 133 4A
6 6.625 6.50 6.50 17.6 3.50 3.50 12.7150168.3 16S 165 8.0 89 89 5.8
with British Standard Pipe Threads, specify "BSP" clearly on order.
victaulic.com I Fittings I Grooved End I Publication 07.01
Tees, Crosses and True Wyes
No. 20 Tee
No. 35 Cross
No. 33 True Wye
No. 29M Tee with Threaded Branch
C to E
I-CtoE-( toLtE - Cto
EGI
I C •
to -
CSto Ctoy TE
No. 20 No.35 No.33 No.29M
Size
No. 20 No.35 No.33 No.29MTeeCross (sw) True Wye (sw) Tee with Threaded Branch
Actual Outside
Approx.
Weight
Approx.
Weight
Approx. Approx.
Nominal Size Diameter C to E Each C to E Each C to LE C to SE
Weight
Each C to GE C to TE
Weight
EachinchesinchesIncheslbs. inches lbs. inches inches lbs. inches inches lbs. mm mm mm kg mm kg mm mm kg mm mm kg4
20
1.050
26.9
2.25 0.6 2.25 0.9 2.25 2.00 0.7 2.25 2.25 (sw) 0.65703570.4 57 51 0.3 57 57 031
25
1.315 2.25 1.0 2.25 13 2.25 2.25 1.1 2.2S 2.25 1.033.7 57 0.5 57 1 0.6 57 57 o.S 57 57 0.51Y.
32
1.660 2.75 1.5 2.75 2.1 2.75 250 1S 2.75 2.75 1.542A700.7 70 1.0 70 64 0.7 1 70 70 0.71'k
40
1.900 2.75 2.0 2.75 2.5 2.75 2.75 1.8 1 2.75 2.75 2.048.3 70 0.9 70 1.1 70 70 0.8 70 70 0.92
5o
2375
603
3.25 3.0 3.2S 3.8 3.25 2.75 2.5 3.25 4.25 3.0831A831.7 83 70 1.1 83 108 1A2%
65
2.875 3.75 4.3 3,75 6.11 3.75 3.00 4.3 3.75 3.75 4.373.0 95 2.0 95 2.8 95 76 2.0 95 95 2.0
76.1 mm 3.000
761
3.75
95
5.2
2A 3.755.2
3 3.500 425 6.8 4.25 10.5 4.25 3.25 6.1
9595
4.25
955
6.00
2.4
6.88088.9 108 3.0 108 4.8 108 83 2.8 108 152 3.1315
90
4.000 4.50 (sw) 7.9 4.50 11.5 4.50 3.50 9.6 1 4.50 4.50 (sw) 7.9101.6 114 3.6 114 52 114 89 4A 114 114 3.6
108.0mm 4.250
108.0
5.00
127
IS-5
7.0 5.00 5.00(sw) 15S
4 4.500 5.00 11.9 5.00 15.8 5.00 3.75 9.8
127
5.00
127
7.25
7.0
11.910011431275.4 127 7.2 127 95 4A 127 184 SA4%
120
5.000 S.25 (sw) 15.0 525 18.5 S.25 5.25 (sw) 15.0127.0 133 6.8 133 8.4 133 133 6.8
133.0 mm 5.250 5.50 17.8 5.50 5.50 (sw) 17.8133.0 140 8.1 140 140 8.1
139.7mm 5.500 5S0 17.8 1 5.50 5.50(sw) 17.8139.7 140 8.1 140 140 8.15
125
5.563
1413
530 17.8 5.50 20.0 5.50 4.00 15.0 5.50 5.50(sw) 17.81408.1 140 9.1 140 102 6.8 140 140 8.1
1 S9.0 mm 6.250 6.50 27.1 6.50 6.50(sw) 27.1159.0 165 12.3 165 165 12.3
165.1 mm 6.500 6.50 22.0 6.S0 1 28.0 6.50 6.S0(sw) 22.0165.1 16S 10.0 165 12.7 165 165 10.0
I.. . - a.- sysqem' V
contact your nearest Viclaulic sales representative.
7 Chinese standard sizes
veers me Aovanceo Groove System (AGS). For pricing and availability of cut groove fillings in this size,
victaulic.corn I Fittings I Grooved End I Publication 07.01
CtoEj f~
C to E - I C `o LE GE
ICI
C to -
CSo
Cto_ No.
20 No.35 No.33 No.29M No.
20 No.35 No.33 No.29M SizeTeeCross (sw) True Wye (sw) Tee with Threaded Branch Actual
Outside Approx.
Weight
Approx.
Weight
Approx.
Approx. Nominal
Size Diameter C to E Each C to E Each C to LE C to SE Weight
Each
C to GE C to TE Weight
Each
inchesinchesincheslbs. inches lbs. inches inches lbs. inches inches lbs. mmmmmmkgmmkgmmmmkgmmmmkg66.625 6.50 25.7 6-SO 28.0 6.50 4.50 22.3 6.50 6.50(sw) 25.7 ISO168316511.7 165 12.7 16S 114 10.1 16S 16S 11.7 88.625 7.7S 47.6 7.75 48.0 7.75 6.00 36.0 7.75 7.75 47.6 200219.1 197 21.6 197 21.8 197 152 16.3 197 197 21.6 1010.750 9.00 99.0 9.00 121.5 9.006.SO 69.9 9.00 9.00 99.0 250273.0 229 44.9 229 55.1 229 155 31.7 229 229 44.9 1212.7SO 10.00 133.0 10.00 110.0 10.00 7.00 80.0 10.00 10.00 133.0 300323.9 254 60.3 2S4 49.9 254 178 36.3 254 254 60.3 14414.000 11.00(sw) 145.0 11.00 198.0 11.00 7.50 134.2 350355.6 279 65.8 279 89.8 279 191 60.8 377.
Omm 377.0 1150 145.0 292
6S.8 16 •
16.000 12.00 (sw) 186.0 12.00 250.0 12.00 8.00 167.0 400406A30S84A305113.4 305 203 75.7 426.
0mm 426.0 13.00 186.0 300
84A 18'
18.000 1SSO(sw) 260.0 15.50 3SO.0 15.50 8SO 234.0 450457.0 394 117.9 394 1S8.8 394 216 106.1 480.
0mm' 480.0 14.63 2S6.0 372
116.1 20'
20.ODO 17.25 (sw) 336.0 17.25 452.0 17.25 9.00 281.0 Soo508.0 438 1 S2A 438 205.0 438 229 127.S 530.
0 mm' 53" 1 S.38 (sw) 339.0 391
1S3.8 246
24.000 20.00 (sw) 592.0 20.00 795.0 20.0010.00 S23.0 600610.0 508 268.5 S08 360.6 508 254 237.2 630.
0 mm' 630.0 17.38 (sw) 473.0 441
214.5 14 -
60 For AGS fitting information, see publication 20.05350 -
1 SOO AGS' V
a-
M -KV, '011 gluoveo systems, viciaunc offers the advanced Groove System (AGS). For pricing and availability of cut groove fittings in this size, contactyournearestVictaulicsalesrepresentative. 7
Chinese standard sizes General
Notes Note:
All fillings are ductile iron unless otherwise noted with an (sw) or (s). s) -
Carbon Steel Direct Roll Groove (OGS) sw) =
Carbon Steel Segmentally Welded
victaulic.com I Fittings I Grooved End I Publication 07.01
Reducing Tee
No. 25 Grooved Branch
No. 29T Threaded Branch
Qr'T
C
to
No. 25
CtoE-
I
I
TC
to
No. 29T
No. 29T
No. 25 w/ Thd.
Size Std. Branch Approx.
Weight
EachNominalSizeCtoECtoE
Inches inches Inches lbs.
mm mm mm kg
2S
1x25 x r/4
20
2.2S (sw)
57
2.25 (sw)
57
1.0
0.S
1%
32
1 V4x32 x
1
2S
2.75 (sw)
70
2.75( sw)
70
13
0.6
1 '%
40
1 %% x 40 x 20
2.75 (sw)
70
2.75 (sw)
70
15
0.7
2.7S (sw)
70
2.75 (sw)
70
1.5
0.7
1
25
2.75 (sw)
70
2.7S (sw)
70
1.7
0.8
1 '/4
32
2
50
2x
50 x 1,
20
32S
83
3.25
83
2.5
1.1
3.25 32S 2.71
25 83 83 1.2
3.25 (sw)
83
3.25 (sw)
83
1.8
0.8
1 '/4
32
3.25 3.25 (sw) 3.01 '%
40 83 83 1.4
2'h
65
2'hx
6S x 14
20
3.75 (sw)
9S
3.75 (sw)
95
3.9
1.8
3.7S 3.75 (sw) 3.81
2S 95 95 1.7
3.7S 3.75 4.21V4
32 9S 95 1.7
3.7S 3.7S 3.91 %
40 95 95 1.8
3.75 3.7S (sw) 4.52
50 9S 95 2.0
3
80
3x
80 x Y.
20
4.25 (sw)
108
425 (sw)
108
5.7
2.6
4.25 4.25 6.11
25 108 108 2.8
4.25 8.011/44.2S
32 108 108 3.6
4.25 4.25 (sw) 6.51 %
40 108 1 108 2.9
4.25 4.25 (sw) 6.22
SO 108 108 2.8
4.25 4.25 (sw) 6A2'/i
6S 108 108 2.9
is ror 14730u mm and larger roll grooved systems, Viclaulic offers the
Advanced Groove System (AGS). For pricing and availability of cut groove
Fittings in this size, contact your nearest Viclaulic sales eepresentalive.
9 Cast fitting available. Contact Viclaulic for details.
i- CtoE - CtoE
I )
i - - C •-•- c
to to
No. 29TNo. 25
No. 29T
No. 25 w/ Thd.
Size Std. Branch Approx.
Weight
EachNominalSizeCtoECtoE
inches inches inches lbs.
mm mm mm kg
100
4x100 x 3A
20
5.00 (sw)
127
5.00 (sw)
127
8.0
3.6
5.00 5.00 7.81
25 127 127 3.5
5.00 (sw) 5.00 (sw) 9.61 '/4
32 127 127 4.4
5.00 5.00 10.21 '%
40 127 127 4.6
5.00 5.00 11.22
50 127 127 5.1
5.00 5.00 11 A2 %
65 127 127 5.2
5.00 5.00 11.63
80 127 127 5.3
5
12S
5x125 x 1
25
5.S0 (sw)
140
5.50 (sw)
140
14.0
6.4
5.50 (sw) 5.50 (sw) 14.31 %
40 140 140 6.S
5.50 (sw) 5.50 (sw) 14.52
50 140 140 6.6
550 5.50 (sw) 15.22 %
65 140 140 6.9
S50 5.50 (sw) 16.63
80 140 140 7.S
S.50 5.50 (sw) 16.74
100 140 140 7.6
6
ISO
6x150 x 1
25
6.50 (sw)
165
6.50 (sw)
165
23.0
10.4
6.50 (sw) 650 (sw) 24.01Va
40 165 165 10.9
6.50 650 21.62
50 16S 165 9.8
6.50 6.50 21.42 %
65 165 165 11.7
6.50 650 26.53
80 165 165 12.0
6.50 6.50 25.04
100 165 16S 11.3
6.50 6.50 23.25
125 165 165 1 10.5
6'/a
165.1
6'/ix165.1 x 3
80
6.50
165
6.50 (sw)
165
24.0
10.9
6.S0 6.50 (sw) 25.04
100 165 165 11.3
8 ror 147350 mm and larger roll grooved systems, Viclaulic offers the
Advanced Groove System (AGS). For pricing and availability of cut groove
Fittings in this size, contact your nearest Viclaulic sales representative.
9 Cast filling available. Contact Victauhc for details.
victaulic.com I Fittings I Grooved End I Publication 07.01
0--i",
CtoE.
C
to
No. 25 No. 29T
No. 29T
No. 25 w/ Thd.
Size Std. Branch Approx.
WeightNominalSizeCtoECtoEEach
Inches Inches inches lbs.
mm mm mm kg
8 8 1'k 7.75 (sw) 7.7S (sw) 33.0200x200x401971971S.0
2 7.7S (sw) 7.7S (sw) 33.5
SO 197 197 1S.2
2'% 7.75 (sw) 7.75 (sw) 39.0
6S 197 197 1 17.7
3 7.75 (sw) 7.75 (sw) 33.6
80 197 197 15.2
4 7.7S 7.75 41.8
100 197 197 19.0
5 7.75 (sw) 7.75 (sw) 34.0
12S 197 197 15.4
6 7.75 7.7S 42.3
ISO 197 197 19.2
16S.1 7.7S (sw) 7.75 (sw) 48.0
197 197 21.8
10 10 116 9.00 9.00 62.0250x2Sox402292292&1
2 9.00 (sw) 9.00 (sw) 62.0
SO 229 229 28.1
2 % 9.00 (sw) 9.00 (sw) 62A
65 229 229 28.3
3 9.00 (sw) 9.00 (sw) 60.0
80 229 229 27.2
4 9.00 (sw) 9.00 ($w) 61.0
100 229 229 27.7
5 9.00 (sw) 9.00 (sw) 52.0
12S 229 229 23.6
6 9.00 (sw) 9.00 (sw) 59.0
150 229 229 26.8
8 9.00 (sw) 9.00 (sw) 64.7
200 229 229 29.3
12 12 1 10.00 (sw) 10.00 (sw) 77.0300x300x2S25425434.9
2 10.00 (sw) 10.00 (sw) 80.0
SO 254 2S4 36.3
2 % 10.00 (sw) 10.00 (sw) 78.0
6S 2S4 2S4 3SA
3 10.00 (sw) 10.00 (sw) 82.0
80 254 2S4 37.2
4 10.00 (sw) 10.00 (sw) 80.0
100 254 2S4 36.3
S 10.00 (sw) 10.00 (sw) 7S.0
125 2S4 254 34.0
6 10.00 (sw) 10.00 (sw) 75.0
ISO 254 2S4 34.0
8 10.00 (sw) 10.00 (sw) 80.0
200 2S4 254 36.3
10 10.00 (sw) 10.00 (sw) 84.0
2S0 254 2S4 38.1
8 For 147350 mm and larger roll grooved systems. Victaulic offers the
Advanced Groove System (AGS). For pricing and availability of cut groovefillingsinthissize, contact your nearest Victaulic sales representative.
9 Cast fitting available. Contact Viclaulic for details.
CtoE - Cioli
I I
C C
to to
No.25 No.29T
No. 29T
No. 25 w/ Thd.
Size Std. Branch Approx.
Weight
Nominal Size C to E C to E Each
Inches inches Inches lbs.
mm mm mm kg
14' 14 4 11.00 (sw) 11.00 (sw) 102.0
350 x
350 x 100 279 279 46.3
6 11.00 (sw) 11.00 (sw) 108.2
150 279 279 49.1
8 11.00 11.00 112.0
200 279 279 SO.8
10 11.00 11.00 120.0
250 279 279 54.4
12 11.00 11.00 129.1
300 279 279 58.6
16' 16 4 12.00 12.00 130.0
400 x 400 x 100 30S 305 59.0
6 12.00 (sw) 12.00 (sw) 133.5
150 305 305 60.6
8 12.00 12.00 145.0
200 305 305 65.8
10 12.00 12.00 149.5
250 305 305 67.8
12 12.00 12.00 154.0
300 305 305 69.9
14 12.00 (sw) 167.0
350 305 - 75.8
1818 4 15.50 (sw) 15.SO (sw) 194.0 450x450x100
394 394 88.0 6
15.SO (sw) 15.50 (sw) 200.0 150
394 394 90.7 8
15.50 (sw) 15.50 (sw) 202.0 200
394 394 91.6 10
1550 15.50 212.0 250
394 394 96.2 12
15.50 15.50 222.6 300
394 394 101.0 14
1 S.50 _ 230.1' 3SO
394 104.4 16
1 S.SO 247.6 400
394 - 112.3 20'
20 6 17.25 17.25 240.0 500
x 500
x 150 438 438 108.9 8
17.25 17.25 244.0 200
438 438 110.7 10
17.2S 17.25 256.0 250
438 438 116.1 12
17.25 17.2S 264.0 300
438 438 119.8 14
17.25 27S.0 350
438 - 124.7 16
17.25 _ 288.6 400
438 130.9 18
17.25 _ 297.0 4S0
438 134.7 8
For 147350 mm and larger roll grooved systems, Viclaulic offers the Advanced
Groove System (AGS). For pricing and availability of cut groove Fittings
in this size, contact your nearest Viclaulic sales representative. 9
Cast filling available. Contact Viclaulic for details.
victaulic.com I Fittings I Grooved End I Publication 07.01
No. 25
CtoE
I
i-- -T
C
to
No. 29T
No. 29T
No. 25 w/ Thd.
Size Std. Branch Approx.
Weight
EachNominalSizeCtoECtoE
inches inches inches lbs.
mm mm mm kg
244 24 8
600 x 600 x 200
20.00
508
20.00
508
340.0
154.2
20.00 20.00 343.910
250 508 508 156.0
20.00 20.00 352.812
300 508 508 160.0
20.00 360.014'
3So 508 163.3
20.00 378.016
400 508 171.5
20.00 380.0189
450 508 172A
20.00 373.020
500 508 169.2
For AGS fitting information, see
14 - 60 publication 20.0S
350 -150D AGS'
V
is For 147350 mm and larger roll grooved systems. Victaulic offers the
Advanced Groove System (AGS). For pricingand availability of cut groovefittingsinthissize, contact your nearest Victaulic sales representative.
9 Cast filling available. Contact Victaulic for details.
General Notes
No. 29T Threaded Outlet Reducing Tees are supplied NPT and are available
with British Standard threads. For British Standard specify'BSP' clearly onorder.
Note: All fittings are ductile iron unless otherwise noted with an (sw) or (s),
s) = Carbon Steel Direct Roll Groove (OGS)
sw) = Carbon Steel Segmentally Welded
Bull Plug
No. 61
I- E to E --I
ED
No. 61
No. 61
Size Bull Plug (s)
Actual Outside Approx. Weight
Nominal Size Diameter E to E Each
inches inches Inches lbs.
mm mm mm k9
2 2.375 4.00 25
SO 60.3 102 1.1
2 % 2.875 5.00 3A
65 73.0 127 lA
3 3.500 6.00 4.5
80 88.9 152 2.0
4 4.500 7.00 75
100 114.3 178 3.4
5 5.563 8.00 12,0
125 141.3 203 SA
6 6.625 10.01) 17.0
150 168.5 254 7.7
General Notes
Steel dish caps available through 2471600 mm, contact Viclaulic.
No. 61 Bull Plugs should be used in vacuum service with Style 72 or 750
couplings
Note: All fillings are ductile iron unless otherwise noted with an (sw) or (s).
s) = Carbon Steel Direct Roll Groove (OGS)
sw) = Carbon Steel Segmentally Welded
victaulic.com I Fittings I Grooved End I Publication 07.01
45° Lateral
No. 30
No. 30
No. 30
Size 45• Lateral
Actual Outside Approx.
Nominal Size Diameter C to LE C to SE Weight Each
Inches inches inches inches lbs.
mm mm mm mm kg
1.050 450 (sw) 2.00 (sw) 1.0
20 26.9 114 51 OS
1 131 S 5.00 (sw) 2.25 (sw) 1.7
25 33.7 127 57 0.8
1'/4 1.660 5.75 2.50 2.5 (d)
32 42A 146 64 1.1
1'% 1.900 6.25 (sw) 2.75 (sw) 3.5
40 48.3 159 70 1.6
2 2375 7.00 (sw) 2.75 (sw) 5.0
So 60.3 178 70 2.3
2116 2.875 7.75 (sw) 3.00 (sw) 9.0
65 73.0 197 76 4.1
76.1 mm 3.000 8S0 (sw) 3.25 (sw) 11.0
76.1 216 83 5.0
3 3.500 8.50 3.25 11.7 (d)
80 88.9 216 83 5.4
3% 4.000 10.00 (sw) 3.50 (sw) 17.8
90 101.6 254 89 8.1
4 4.500 1050 3.75 22.2 (d)
100 114.3 267 95 10.1
5 5.563 1250 (sw) 4.00 (sw) 21.8
120 1413 318 102 9.9
10 For 147350 mm and larger roll grooved systems, Viclaulic offers the
Advanced Groove System (AGS). For pricing and availability of cut groove
fittings in this size, contact your nearest Viclaulic sales representative.
r
C to
LE I
iIi
SE I CIO
No. 30
No. 30
Size 45' Lateral
Actual Outside Approx.
Nominal Size Diameter C to LE C to SE Weight Each
inches inches inches inches lbs.
mm mm mm mm kg
165.1 mm 6.500 14.00 (sw) 4SO (sw) 43.6
165.1 3S6 114 19.8
6 6.625 14.00 (sw) 430 (sw) 43.6
150 1683 356 114 49.8
8 8.625 18.00 (sw) 6.00 (sw) 72.0
200 219.1 4S7 152 32.7
10 10.750 2050 (sw) 6S0 (sw) 105.0
250 273.0 521 165 47.6
12 12.750 23.00 (sw) 7.00 (sw) 165.0
300 323.9 584 178 74.8
1410 14.000 26.50 (sw) 7.50 (sw) 276.0
350 355.6 673 191 125.2
1610 16.000 29.00 (sw) 8.00 (sw) 344.2
400 406A 737 203 156.1
1810 18.000 32.00 (sw) 8.50 (sw) 429.0
4S0 457.0 813 1 216 1 194.6
2010 20.000 35.00 (sw) 9.00 (sw) So"
500 508.0 889 229 226.8
2410 24.000 40.00 (sw) 10.00 (sw) 71 S.0
600 1 610.0 1016 2S4 324.3
For AGS fitting information, see publication 20.0514-60
350 -1500 AGS'
v
10 For 147350 mm and larger roll grooved systems, Viclaulic offers the
Advanced Groove System (AGS). For pricing and availability of cut groove
fittings in this size, contact your nearest Viclaulic sales representative.
General Notes
Note: All fittings are ductile iron unless otherwise noted with an (sw) or (s).
s) = Carbon Steel Direct Roll Groove (OGS)
sw) = Carbon Steel Segmentally Welded
victaulic.com I Fittings I Grooved End I Publication 07.01
45° Reducing Lateral
No. 30-R
No. 30-R
No 30-R
Size ds• Rodurinn 1 ele.l
Approx.
Nominal Size C to LE C to SE
Weight
Each
Inches Inches Inches lbs.
mm mm mm kg
3
80
3x
80 x
2
50
SO
216
3.25
83
9.8
4A
8.50 3.2S 9.82'%
65 216 83 4A
4
100
4x
100 x 2
50
10.50
267
3.75
95
10.0
4.5
10.50 3.75 10.02'%
65 267 95 4S
10.50 3.75 18.33
80 267 9S 8.3
S
125
5
x 125 x 2
50
12.50
318
4.00
102
24.0
10.9
12SO 4.00 27.03
80 318 102 12.2
1250 4.00 2654
100 318 102 12.0
6
ISO
6x150 x 3
80
14.00
356
4.50
114
37.0
16.8
14.00 4.50 36.04
100 356 114 16.3
14.00 4.SO 44.75
125 356 114 20.3
8
200
8x
200 x 4
100
18.00
457
6.00
152
62.0
28.1
18.00 6.00 75-55
12S 457 152 34.2
18.00 6.00 82.06
150 457 152 37.2
10
250
10x250 x 4
100
2050
S21
6.50
165
104.8
47.5
20S0 6.SO 99.0S
125 521 165 44.9
2050 6.50 10S.86
ISO 521 165 48.0
20.50 6.50 118.08
200 521 16S S3.5
12
300
12x
300 x
S
12S
23.00
584
7.00
178
122.0
55.3
23.00 7.00 137.06
150 584 178 62.1
23.00 7.00 147.08
200 584 178 66.7
23.00 7.00 167.010
250 584 178 75.8
11 For 14-M mm and larger roll grooved systems, Viclaulic offers the
Advanced Groove System (AGS). For pricing and availability ofcut groovefittingsinthissize, contact your nearest Victaulic sales representative.
No. 30-R
No 30-R
Size 45' Reducing Lateral
Approx.
Nominal Size C to LE C to SE
Weight
Each
inches inches Inches lbs.
mm mm mm kg
141'
350
14x
350 x 4
100
26.50
673
7SO
191
172.0
78.0
2650 7.50 187.06
150 673 191 84.8
26.50 7.50 205.88
200 673 191 93.4
26.20 7.50 235.010
250 673 191 106.6
26.50 7.50 250.012
300 673 191 113A
1611
400
16x400 x 6
150
29.00
737
8.00
203
215.0
97.5
29.00 8.00 252.58
200 737 203 114.5
29.00 8.00 265.010
250 737 203 120.2
29.00 8.00 29S.012
300 737 203 133.8
29.00 8.00 305.014
350 737 203 138.3
18 "
450
18x450 x
6
150
32.00
813
8.50
216
274.0
124.3
32.00 8.50 27S.08
200 813 216 124.7
32.00 8.50 347.012
300 813 216 157A
32.00 8.50 350.014
350 813 216 158.8
32.00 8.50 362.016
400 813 216 164.2
2011
S00
20x500 x 12
300
35.00
889
9.00
229
41S.0
188.2
35.00 9.00 420.014
350 889 229 190.S
35.00 10.00 425.016
400 899 229 192.8
24 "
600
24
x 600 x 16
400
40.00
1016
10.00
254
425.0
192.8
40.00 10.00 570.020
600 1016 254 258.6
For AGS fitting information,
14 - 60 see publication 20.OS
350-1500 AGS'
V
11 For 147350 mm and larger roll grooved systems, Victaulic offers the
Advanced Groove System (AGS). For pricing and availability of cut groovefillingsinthissize, contact your nearest Viclaulic sales representative.
victaulic.com I Fittings I Grooved End I Publication 07.01
Tee Wye
No. 32
T
Hi
G
No. 32
Size No. 32
Tee Wye (sw)
Nominal Size
Approx.
Weight
G H EtI E= Each
Inches Inches Inches inches Inches lbs.
mm mm mm mm mm kg
2
x 2 x 2 2.75 7.00 9,00 4.63 6.4SO50507017822911182.9
2% x 2Ya
x 2Ya 3.00 7.75 1050 5.7S 11.5656565761972671465.2
3 x 3 X 3 3.25 8.50 11.50 6.50 14.3
80 80 80 83 216 292 165 6.5
3% x 3%
x
3% 3.2S 10.00 13.00 7.75 22.99090908925433019710A
4
x
4
x 4 3.75 10-50 13.63 8.13 26.01001001009526734620711.8
5 x 5
x 5 4.00 12-50 16.13 10.00 48.012512512510231841025421.8
6
x 6 X 6 4.50 14.00 18.2S 11.50 60.5150150150114356464292127A
8
x
8
x 8 6.00 18.00 2325 15.25 127.12002002001524S759138757.7
10 x 10 x 10 650 20.50 27.25 18.00 190.025025016552169245786.2r25012
x 12 x 12 7.00 1 23.00 31.00 2050 240.03003003001178584787521108.9
General Notes
Note: All fillings are ductile iron unless otherwise noted with an (sw) or (s).
s) = Carbon Steel Direct Roll Groove (OGS)
sw) = Carbon Steel Segmentally Welded
Adapter Nipple
No. 40 12 Grv. x Thd.
No. 42 Grv. x Bev.
No. 43 Grv. x Grv.
EtoE-I EtoE-y r-EtoE-1
E] 0
No. 40 No.42 No.43
No. 40, 42, 43
Size Adapter Nipple (s)
Actual Outside Approx. Weight
Nominal Size Diameter E to E Each
inches inches inches inches
mm mm mm mm
V4 1.050 3.00 03
20 26.9 76 0.1
1 1315 3.00 0.4
25 33.7 76 0.2
1 Y4 1.660 4.00 0.8
32 42A 102 0.4
1 % 1.900 4.00 0.9
40 483 102 0.4
2 2.375 4.00 1.2
SO 60.3 102 OS
2% 2.87S 4.00 1.9
65 73.0 102 0.9
3 3500 4.00 2.5
80 88.9 102 1.1
3% 4.000 4.00 2.1
90 101.6 102 0.9
4 4.500 6.00 5.5
100 114.3 152 2.5
5 5563 6.00 7.4
12S 141.3 152 3A
6 6.625 6.00 9.5
150 168.3 152 43
8 8.625 6.00 14.2
200 219.1 152 6.4
10 10.750 8.00 27.0
2SO 273.0 203 12.2
12 12.7S0 8.00 33.0
300 323.9 203 15.0
ac i vdudme wun unnsn sianoard ripe Threads, specify "BSP" clearly on order.
General Notes
For pump package nipples with I l4'140 mm hole cut to receive Style 923
Vic -Let or Style 924 Vic-O-Well" request special No. 40. 42 or 43 nipples
and specify No. 40-H, 42-H or 43-H on order. NOTE: 4 - 127100 - 300 mm
diameter - 87200 mm minimum length required.
For roll grooved systems, Viclaulic offers the Advanced Groove System (AGS).
For pricing and availability of cut groove fittings in this size, contact your nearestViclaulicsalesrepresentative.
Note: All fillings are ductile iron unless otherwise noted with an (sw) or (s).
s) = Carbon Steel Direct Roll Groove (OGS)
sw) = Carbon Steel Segmentally Welded
07.01 lddq Rav Y I Irntalad lnr9ntn 0%7mn vo-..,.a:_ -_-_.. .... _....
victaulic.com I Fittings I Grooved End I Publication 07.01
Cap
No. 60
b
No. 60
No. 60
Size Cap
Actual Outside Approx. WelghtNominalSizeDiameterT" Thickness Each
inches inches inches lbs.
mm mm mm kg
3A 1.050 0.88 0.2
20 26.9 22 0.1
1 1315 0.88 0.32533.7 22 0.1
134 1.660 0.88 03
32 42A 22 0.1
1 % 1.900 0.88 0.S
40 48.3 22 02
2 2375 0.88 0.6
50 603 22 0.3
2% 2.875 0.88 1.0
65 73.0 22 OS
76.1 mm 3.000 0.88 1.2
76.1 22 0.5
3 3.500 0.88 12
80 88.9 22 OS
3% 4.000 0.88 2.S
90 101.6 22 1.1
108.0 mm 4.250 1.00 2.3
108.0 25 1.0
4 4500 1.00 2.51001143251.1
133.0 mm 5.2SO 1.0D 4.5
133.0 25 2.0
139.7 mm 5.50D 1.00 4.5
139.7 25 2.0
S 5.S63 1.00 4.612S1413252.1
13 For 147350 mm and larger roll grooved systems. Victaulic offers the
Advanced Groove System (AGS). For pricing and availability of cut groovefillingsinthissize, contact your nearest Viclaulic sales representative.
b
No. 60
No. 60
Size Cap
Actual Outside Approx. Weight
Nominal Size Diameter T" Thickness Each
inches Inches Inches lbs.
mm mm mm kg
159.0 mm 6.250 1.00 6.8
159.0 25 3.1
165.1 mm 6.500 1.00 73
165.1 25 33
6 6.625 1.00 6.1
150 168.3 25 2A
8 8.625 1.19 13.1
20D 219.1 30 5.9
10 10.750 1.25 21.0
250 273.0 32 9.5
12 12.750 1.25 35.6
300 323.9 32 16.2
14 1) 14.000 9.50 (s)
350 355.6 241
161) 16.000 10.00 (s)
400 406A 254
1813 18.000 1 LOD (s)
450 4S7.0 279
2013 20.000 12.00 (s)
Soo 508.0 305
2413 24.000 1350 (s)
60D 610.0 343
For AGS fitting information, see publication 20.0514-60
350-1500 AGS'
M%--*-
13 For 147350 mm and larger roll grooved systems, Viclaulic offers the
Advanced Groove System (AGS). For pricing and availability of cut groove
fittings in this size, contact your nearest Viclaulic sales representative.
General Notes
No. 60 cap is not suitable for use in vacuum service with Style 72 or 750
couplings. No. 61 bull plugs should be used.
Note: All fillings are ductile iron unless otherwise noted with an (sw) or (s).
s) = Carbon Steel Direct Roll Groove (OGS)
sw) = Carbon Steel Segmentally Welded
Contact Viclaulic for details.
victaulic.com I Fittings I Grooved End I Publication 07.01
Flanged Adapter Nipple
No. 41 ANSI Class 125
No. 45F ANSI Class 150 Flat Face
No. 45R ANSI Class 150 Raised Face
No. 46F ANSI Class 300 Flat Face
No. 46R ANSI Class 300 Raised Face
EtoE-y r- EtoE --I EtoE 1. EtoE-y rEtoE
No. 41 No. 45F No. 45R No. 46F No_ 46R
Nominal Size
inches
mm
2+
20
1
25
1Y
32
116
40
2
50
2%
65
3
80
3%
90
q
100
5
125
6
150
8
200
10
250
12
300
1414
350
16 "
400
18 "
450
14 For 147350 mm and
Size
Actual Outside
Diameter
Inches
mm
1.050
26.9
1315
33.7
1.660
42A
1.900
48.3
2.375
60.3
2.875
73.0
3500
88.9
4.000
101.6
4.500
114.3
5563
1413
6.625
1683
8.625
219.1
10.750
273.0
12.750
323.9
14.000
355.6
16.000
406A
18.000
457.0
laroor mn er,...sw .
No.
ANSI
Flange Adapter
E to E
Inches
mm
3.00
76
3.00
76
4.00
102
4.00
102
4.00
102
4.00
102
4.00
102
4.00
102
6.00
152
6.00
152
6.00
152
6.00
152
8.00
203
8.00
203
8.00
203
8.00
203
8.00
203
41
125
Nipple
Approx. Weight
Each
lbs.
k9
2.5
1.1
3.0
1.4
3.S
1.6
S.S
2.5
8.0
3.6
95
4.3
12.0
5.4
16.7
7.6
21.5
9.8
26S
12.0
39.0
17.7
57.0
25.9
41.0
18.6
No. 45F
ANSI
Flanged Adapter
E to E
Inches
mm
3.00
76
3.00
76
4.00
102
4.00
102
4.00
102
4.00
102
4.00
102
4.00
102
6.00
152
6.00
152
6.00
152
6.00
152
8.00
203
8.00
203
800
203
8.00
203
8.00
203
and No. 45R
150
Nipple (s)
Approx. Weight
Each
lbs.
k9
2-3
1.0
2.7
1.2
3.3
1.5
3.9
1.8
6.0
2.7
9.9
4.5
11.7
5.3
15.1
6.8
18.5
8.4
21.3
9.7
27.5
12.5
41.3
18.8
59.3
27.1
40.0
40.0
No. 46F and
ANSI
Flanged Adapter
E to E
inches
mm
3.00
76
No. 46R
300
Nipple (s)
Approx. Weight
Each
Ibs.
k9
3.3
1.5
3.00
76
4.00
102
4.00
102
4.00
102
3.9
18
4.8
22
6.9
3.1
82
3.7
4.00
102
11.9
5.
4.00
102
4.00
102
16S
75
20.1
9.1
6.00
152
27A
12A
6.00
152
353
16.0
6.00
152
47.5
215
6.00
152
70.3
31.9
8.00
203
100.8
45.7
8.00
203
1462
663
8.00
203
8.00
03
o0o
ay„cm tmxw. ror pricing and availability of cut groove fittings in this size, contact your nearest Viclaulic sales representative.
n7 n1 )AAO o....v „-. .......... - _...... . .
victaulic.com I Fittings I Grooved End I Publication 07.01
rEtoEy I-EroE-•t EtoE EtoE
jEtoE 1WI 11
No. 41 No. 45F No. 45R No. 46F No. 46R
No. 41 No. 45F and No. 45R No. 46F and No. 46R
Size
ANSI 125 ANSI 150 ANSI 300FlangeAdapterNippleFlangedAdapterNipple (s) Flanged Adapter Nipple (s)
Nominal Size
Actual Outside
Diameter E to E
Approx. Weight
Each
Approx. Weight Approx. Weight
E to E Each E to E Eachinchesinchesincheslbs. inches lbs. inches lbs. mm mm mm kg mm kg mm kg201420.000 8.00 8.00 8.00500508.0 203 203 203
2414 24.000 8.00 8.00 8.00600610.0 203 203 203
14 - 60 For AGS fitting information, see publication 20.05
350 -1500
ld Cn- %A Mn --
AGS'
v—
offers • .., • •••••• anv larger ran grooved sysrems, Vicraulc offers the Advanced Groove System (AGS). For pricing and availability of cut groove fillings in this size, contact your nearest Viclaulic sales representative.
General Notes
Note: All fittings are ductile iron unless otherwise noted with an (sw) or (s).
s) - Carbon Steel Direct Roll Groove (OGS)
sw) - Carbon Steel Segmentally Welded
Contact Viclaulic for details.
victaulic.com I Fittings I Grooved End I Publication 07.01
Swaged Nipple
No. 53 Grv. x Grv.
No. 54 Grv. x Thd.
No. 55 Thd. x Grv.
I r-Et E r- EtoE"
No. 53 No. 54 No. 55
Size
No. 53, 54, and 55 Swaged
Nipples (s)
Nominal Sizes E to E
Approx. Weight
Each
Inches inches lbs.
mm mm kg
2 1
50 x
25
6.50
165
2.0
0.9
6.50 2.01V4
32 165 0.9
6.50 2.01%
40 165 0.9
2% 1
65 x 25
7.00
178
3.0
1A
7.00 3.01'/4
32 178 1A
7.00 3.01%
40 178 1A
7.00 3.02
50 178 lA
3 1
80 x 25
8.00
203
4.5
2.0
8.00 4.51'/4
32 203 2.0
8.00 4.51'%
40 203 2.0
8.00 4s2
50 203 2.0
8.00 4.52%
65 203 2.0
316 3
90 x
80
8.00
203
6.8
3.1
4 1
100 x 25
9.00
229 1
7.5
3A
9.00 7.51'/4
32 229 3A
9.00 7.51'%
40 229 3A
9.00 7.52
50 229 3A
9.00 7.5216
65 229 3.4
9.00 7.53
80 229 3.4
9.00 7.53%
90 229 3A
r- E to E y r- E to E -y I- E to E
JIQ No.
53 No. 54 No. 55 Size
No.
53, 54, and 55 Swaged Nipples (
s) Nominal
Sizes E to E Approx.
Weight Each
Inches
inches lbs. mm
mm kg 5
x
2 125
50 11.
00 279
11.
5 5.
2 11.
00 11.3 380
279 5.1 11.
00 lls 4100
279 5.2 6
1 150
x 25 12.
00 305
17.
0 7.
7 12.
00 17.0 1Y. 32
305 7.7 12.
00 172 1% 40
305 7.8 12.
00 17A 250
305 7.9 12.
00 17A 21665
30S 7.9 12.
00 17A 380
305 7.9 12.
00 17A 31490
305 7.9 12.
00 17.5 4100
305 7.9 12.
00 17.5 4Vj120
305 7.9 12.
00 17.5 5125
305 7.9 F-
86 200
x 150 20.
0 General
Notes Note:
All fillings are ductile iron unless otherwise noted with an (sw) or (s). s) -
Carbon Steel Direct Roll Groove (OGS) sw) =
Carbon Steel Segmentally Welded Contact
Victaulic for details.
victaulic.com I Fittings I Grooved End I Publication 07.01
Female Threaded Adapter Hose Nipple
No. 80 No. 48
EtoE
No. 80
Size No. 80 Female Threaded Adapter
Actual Outside Approx. WeightNominalSizeDiameterEtoEEach
inches inches inches lbs.
mm mm mm k9
N 1.050 2.00 1.0
20 26.9 51 OS
1 1315 2.06 1.0
25 33.7 52 0.5
1Y4 1.660 2.31 (sw) 1.53242A590.7
1Yi 1.900 231 (sw) 1.540483590.7
2 2375 250 1.450603640.6
216 2.875 2.75 156573.0 70 0.7
3 3.500 2.75 2.98088.9 70 13
4 4.500 3.25 4.5
100 1143 83 1 2.0
General Notes
Available with British Standard Pipe Threads. specify 'BSP' clearly on order.
Note: All fittings are ductile iron unless otherwise noted with an (sw) or (s).
s) - Carbon Steel Direct Roll Groove (OGS)
sw) - Carbon Steel Segmentally Welded
r-- E to E --)
No. 48
Size No. 48 Hose Nipple (s)
Actual Outside Approx. WeightNominalSizeDiameterEtoEEach
inches Inches inches lbs.
mm mm mm k9
V4 1.0s0 3.12 03
20 26.9 79 0.1
1 1.315 3.38 0A
25 33.7 86 02
1'/4 1.660 3.88 Ob
32 42A 98 03
116 1.900 3.88 0.8
40 48.3 98 0.4
2 2.375 450 1.1
So 60.3 114 OS
2'% 2.875 5.38 2.0
65 73.0 137 0.9
3 3.500 5.75 328088.9 146 1S
4 450D 7.00 4.9
100 114.3 178 2.2
5 5.563 8.75 8.0
125 141.3 222 3.6
6 6.62S 10.13 143
ISO 1683 257 65
8 8.625 11.88 24.7
200 219.1 302 112
10 10.750 1250 40.1
250 273.0 318 182
12 12.750 14.50 62.0
300 1 323.9 368 28.1
General Notes
Note: All fittings are ductile iron unless otherwise noted with an (sw) or (s).
s) = Carbon Steel Direct Roll Groove (OGS)
sw) = Carbon Steel Segmentally Welded
victaulic.com I Fittings I Grooved End I Publication 07.01
Concentric/Eccentric Reducer
No. 50 Concentric
No. 51 Eccentric
I'tol! E to E
No. 50 No. 51
I'"E EroE-y
Eld
Fabricated Steel Fabricated Steel
No. 50 No. 51
t'toE1 r-EtoE
No. 50 No. 51
No. 50 Concentric
Size Reducer No. 51 Eccentric Reduce
Approx. Approx. Nominal Size E to E Weight Each E to E Weight Each
Inches inches lbs. inches lbs.
mm mm kg mm kg
1'/. i'.
x 1.9
32 20 0.9
1
2S
1.9
0.9
1'h V4x 1.4
40 20 0.6
1 2.50 0.8 8.50 (sw) 4.5
25 64 0.4 216 2.0
2.50 1.01K
32 64 0.5
2 V4x 2.50 0.9 9.00 (sw) 2.0
50 20 64 03 229 0.9
2.50 0.7 9.00 (sw) 231
25 64 0.3 229 1.0
2SO 1.2 9.00 (sw) 4.61'/.
32 64 0.5 229 2.1
3.50 1.0 3.50 1.11'%
40 89 OS 89 0.5
2'h V4
65 x 20
1.3 3.3
0.6 1.5
2.50 1.1 9.50 3.51
25 64 0.S 241 1.6
350 3.3 3.50 1.41'/.
32 89 1.5 89 0.6
2.50 3.6 9.50 (sw) 3.71'k
40 64 1.6 241 1.7
2.50 3.9 3.50 4.32
SO 64 1 1.8 89 2.0
80 x
ti
20
IS
0.7
4.5
2.0
2.50 1.3 950 (sw) 4.81
25 64 0.6 241 2.2
2.50 1.4 4.81'/,
32 64 0.6 1 2.2
2.50 5.1 9.SO (sw)
E7.0
1 %
40 64 23 241
2.50 1.6 3.502
50 64 0.7 89
2.50 1.8 3.50652%
64 0.8 89
2.SO 2.176.1 64 1.0
3% 3
x 2.50 2.0 9.50 (sw) 7.0
90 80 64 0.9 241 3.2
4 1x 3.00 3.0 13.00 (sw) 6.5
100 2S 76 1.4 330 2.9
juror r4 raav mm and larger roll grooved systems. Viclaulic offers the
Advanced Groove System (AGS). For pricing and availability of cut groovefillingsinthissize, contact your nearest Viclaulic sales representative.
r- EtoE p-EtoEy
EA EA
Fabricated Steel Fabricated Steel
No. 50 No. 51
No. 50 Concentric
Size Reducer No. 51 Eccentric Reduce
Nominal Size E to E
Approx.
Weight Each E to E
Approx.
Weight Each
inches inches lbs. inches lbs.
mm mm kg mm kg
1'/i
32
4.6
2.1
1'%
40
3.00 (sw)
76
2.6
1.2
10.00 (sw)
254
8.1
3.7
3.00
76
2.4
1.1
4.00
102
3.3
1.5
2
50
3.00
76
2.7
1.2
4.00
102
3.4
1.5
2'%
65
3.00
76
3.2
1.4
4.00
102
3.5
1.6
3
80
3.00
76
2.9
13
10.00 (sw)
2S4
8.0
3.6
3%
90
5 2
12S x 50
11.00 (sw)
279
9.0
4.1
11.00 (sw)
279
5.2
2.4
4.00
102
4.3
2.0
11.00 (sw)
279
10.8
4.9
2%
65
4.00
102
5.5
2.5
11.0o (sw)
279
11.1
5.0
3
80
3.50
89
43
1.9
5.00
127
12.0
S.4
4
100
6 1
150 x 25
4.00
102
5.0
2.3
11.50 (sw)
292
14.5
6.6
5.5
2.5
115
40
2
SO
4.00
102
6.6
3.0
11.50 (sw)
292
14.5
6.6
4.00
102
6.4
2.9
11.50 (sw)
292
14.2
6A
2'/i
65
4.00
102
6A
2.9
530
140
15.0
6.8
3
8o
4.00 6.5 S.SO 17.04
102 2.9 140 7.7
4.00
102
6.4
2.9
5.50
140
17.0
7.7
S
125
8 2%16.00200x65406
7.9
3.6
12.00 (sw)
305
26.1
11.8
S.00
127
93
4.2
12.00 (sw)
305
22.0
10.0
3
80
5.00
127
10.4
4.8
12.00 (sw)
305
23.0
10.4
4
100
5.00
127
11.6
5.2 1
12.00 (sw)
305
23.0
10.4
5
125
5.00
127
11.9 1SA
6.00
152
24.0
10.9
6
150
raw mm ano larger roll grooved systems, viclaulic offers the
Advanced Groove System (AGS). For pricing and availability of cut groove
fillings in this size, contact your nearest Viclaulic sales representative,
n7 nl taco Q- v r r.....,_.. ,n,en, . ,......... _ . .
victaullc.com I Fittings I Grooved End I Publication 07.01
to E'1 I.-EtoE r-EtoE EtoE-yI
j
LJIJIJ LA
No. 50 No. 51 Fabricated Steel Fabricated Steel
No. 50 No. 51
No. 50 Concentric
Size Reducer No. 51 Eccentric Reduce
Nominal Size E to E
Approx.
Weight Each E to E
Approx.
Weight Each
inches inches lbs. inches lbs.
mm mm kg mm kg
10 4
250 x 100
6.00
152
19.7
8.9
13.00 (sw)
330
32.0
14.5
33.0
15.0
34.6
15.7
5
125
6.00
152
20.0
9.1
13.00 (sw)
330
36.9
16.7
6
1 SO
6.00
152
22.0
10.0
7.00
178
21.6
9.8
8
200
12 4
300 x 100
44.0
20.0
14.00 (sw)
356
48.0
21.8
7.00
178
24.6
11.2
14.00 (sw)
356
50.0
22.7
6
ISO
7.00
178
52.0
23.6
14.00 (sw)
356
53.S
24.3
8
200
7.00
178
39.0
17.7
14.00 (sw)
356
57.0
2S.9
10
2S0
14 6
350 x 150
13.00
330
65.0
29.5
13.00
330
6"
27.2
13.00
330
65.0
29.5
13.00
330
60.0
27.2
8
200
13.00
330
66.0
29.9
13.00
330
65.0
29.5
10
250
13.00
330
68.0
30.8
13.00
330
66.0
29.9
12
300
16 8
400 x 200
14.00
356
73.0
33.1
14.00
355
73.0
33.1
14.00
356
73.0
33.1
14.00
355
73.0
33.1
10
250
14.00
356
73.0
33.1
14.00
355
73.0
33.1
12
300
14.00
356
73.0
33.1
14.00
355
73.0
33.1
14
3S0
18 10
4S0 x 250
15.00
381
91.0
41.3
15.00
381
91.0
41.3
15.00
381
91.0
41.3
15.00
381
91.0
41.3
12
300
15.00
381
91.0
41.3
15.00
381
91.0
41.3
14
350
15.00
381
91.0
41.3
15.00
381
91.0
41.3
16
400
env larger ron grooveo systems, Victaulic offers the
Advanced Groove System (AGS). For pricing and availability of cut groovefittingsinthissize, contact your nearest Victaulic sales representative.
MtoE'j r-EtoE-ry
I r- - EtoE rEtoEyIftE
No. 50 No. 51 Fabricated Steel Fabricated Steel
No. 50 No. 51
No. 50 Concentric
Size Reducer No. 51 Eccentric Reduce
Nominal Size E to E
Approx.
Weight Each E to E
Approx.
eight Each
inches inches lbs. inches lbs.
mm mm kg mm kg
20 10
S00 x 2S0
20.00
508
110.0
49.9
20.00
508
177.0
80.3
20.00 120.0 20.00 120.012
300 S08 54A 508 54A
20.00 149.0 20.00 149.014
350 508 67.9 508 67.9
20.00 120.0 20.00 120.016
400 508 54A 508 54A
20.00 136.0 20.00 136.018
450 508 61.7 508 61.7
24 10
600 x 250
20.00
508
142.0
64A
20.00
508
142.0
64A
20.00 15" 20.00 150.012
300 508 68.0 508 68.0
20.00 162.0 20.00 162.014
350 S08 73.5 508 73.5
20.00 162.0 20.00 162.016
400 508 73.5 508 73.5
20.00 162.0 20.00 162.018
4S0 508 73.5 508 73.5
20.00 1S1.0 20.00 190.020
S00 508 68.5 508 86.2
14-60
350 -1500
For AGS fitting information, see publication 20.05
AGS*
14 rul 19 ,oav mm ano larger ron 91`00vec systems, Viclaulic offers the
Advanced Groove System (AGS). For pricing and availability of cutgroove
fillings in this size, contact your nearest Victaulic sales representative.
General Notes
Available with male threaded small end No. 52.
Cast filling available for AS size. Contact Victaulic for details.
Steel eccentric reducers available through 30%750 mm. contact Viclaulic for
dimensions.
Note: All fittings are ductile iron unless otherwise noted with an (sw) or (s).
s) = Carbon Steel Direct Roll Groove (OGS)
sw) = Carbon Steel Segmentally Welded
Contact Victaulic for details.
n m ,ern n_..v .._.... ..-•__• _ --•
victaulic.com I Fittings I Grooved End I Publication 07.01
Small Threaded Reducer
No. 52
No. 52F
E E
J-toE toE-) No.
52 No 52F No.
52F Concentric No.
52 Reducer with BSPT Size
Small Threader Reduepr Fe. I. Nominal
Size Approx.
Weight
E
to E Each E to E Approx.•
Weight
Each
Inches
inches lbs. mm
mm kg mm kg 1 %
1 40
x 2S 2.
S0 64
0.
8 0.
41
Y4 32
2.
50 64
0.
91
0.4 2
VA 50
x 20 2.
50 64
0.
9 OA
1
2.50 0.7 25
64 03 1
v. 2.SO 1.2 32
64 0.5 1
Y: 2.SO 1.0 40
64 OS 2Yi
1 65
x 25
2.
SO 64
1.
1 O.
S 1
Y. 230 (sw) 1.2 32
64 O.S 1'
h 230 (sw) 1.3 40
64 0.6 2
2.50 1.4 50
64 0.6 76.
1 x 483 64 0.8 64 0.8 64
0.9 603
x
V'
80
20 sw) 1S 0.
7 1
2.50 13 25
64 0.6 1
Y. 2.50 1.5 32
64 0.7 214
2.50 (sw) 1 S 40
64 0.7 2
2.SO 1.5 50
64 0.7 2Y:
2.50 2.4 6S
64 1.1 88.
9 x 42.4 64 0.9 64 0.8 64
0.9 64 0.9 48.3 64
0.960E
E I-
toE - toEl No. 52
No 52F No. 52F
Concentric Size No.
52
Small Threader
Reducer Reducer with
BSPT Female Threaded
End Nominal Size
E to E Approx. Weight
Each
E
to E Approx. Weight
Each
Inches
inches
lbs. mm mm
kg mm kg 4 1
100 x
2S 3.00
76 23
1.
0
1 Yi
3.00 2.7 40 76
1.2 2 3.
00 2.6 SO 76
1.2 2 % 3.
00 2.6 76 1.
2 3.00
2.5 76 1.
1 108.0
x J483 76 13 76 1.3 76 1.
3 76 1.4 76 IA
1143 x
42A 76 13 76 1.3 76 1.
3 76 13 483 761.
3 76 1.4 60 4125
x
100 4.5
2.0
133.0
x 60 114 2.2 139.0
x 60 114 2.3 6 1
150 x
2S 4.00
102 5.
5
2.S
2 4.
00 5.7 50 102
2.6 2Ya 4.
00 5.8 65 102
2.6 3 4.
00 5.8 80 102
2.6 4 100
sw)
6.5 2.9
125 sw)
0.9
159.0
x 42A 114 2.2 144 2.5 114 2.
2 114 2.5 48.31142.
6 60
victaulic.com I Fittings I Grooved End I Publication 07.01
E E
toE- I"toEI
U
No. 52 No 52F
No. 52F Concentric
No. 52 Reducer with BSPTSizeSmallThreaderReducerFemaleThreadedEnd
Approx. Approx.
Nominal Size E to E
Weight
Each E to E
Weight
Each
Inches Inches lbs.
mm mm kg mm kg
165.1 x 42A 102 2.4 102 2.9
2.6 102 3.0483102
102 3.060 —
8 2 16.00x 1.5
200 50 406 0.7
2 Yi 16.00 1.7
65 406 0.8
General Notes
Available with British Standard Pipe Threads, specify "BSP" clearly on order.
Note: All fittings are ductile iron unless otherwise noted with an (sw) or (s).
s) = Carbon Steel Direct Roll Groove (OGS)
sw) = Carbon Steel Segmentally Welded
Contact victaulic for details.
Installation
Reference should always be made to the I.10r) Vrcloukc Field Installalion Hannhoilk fortheproductyouareinstalling. Handbooks are included with tat epmenl O rClaufitProductsforcompleteinstallationandassemblydata. and are available in PDF formalonourwebsileatwww.viciauuc.com.
Warranty
Reler to the Warranty stclion of the current Price List orcontact Viclaulic for details.
Note
This product shall be manufactured by Victaulic or to Vrctaulic specifications. AllproductstobeinstalledinaccordancewithcurrentViclaulicinslalialiordassemblyinstructions. Viclaulic reserves the right to change product specifications. designs and standardequipmentwithoutnoticeandwithoutincurringobligations.
Trademarks
Viclaulic°. Vic -Flange, Vic -Leiand Vic-O-Well are registered trademarks of ViclaulicCompany.
07.01 ldd0 O—V rr.... —rn—. ............ .. .
Hangers
HARDWARE THREADED ROD 50
All Thread Rod
Size Range: 1/4" thru 7/8"
Surface Finish: Plain and Electro-zinc Plated
Attaches hangers to structural attachments without threading
the rod, UNC Thread Form
NOTE: Low carbon: tensile: 58,000 psi; yield: 36,000 psi,
available in Stainless Steel for 3/8" and 1/2" rod size
a Fps
LoadNumber
0502506PL 1/4" 6' 240
0502510PL 1/4" 10, 240
0502512PL 1/4" 12' 240
0503706PL 6 3/8"
3/8"
6' 610
0503710PL 10, 610
0503712PL 3/8" 12' 610
0505006PL 1/2" 6' 1130
0505010PL 1/2" 10, 1130
0505012PL 1/2" 12' 1130
0506206PL 5/8" 6' 1810
0506210PL 5/8" 10, 1810
0506212PL 5/8" 12' 1810
0507506PL 3/4" 6' 2710
0507510PL 3/4" 10, 2710
0507512PL 3/4" 12' 2710
0508706PL 7/8" 6' 3770
0508710PL 7/8" 10, 3770
0508712PL 7/8" 12' 3770
Elect o- i la ed i ish
0502506EG 1/4" 6' 240
0502510EG 1/4" 10, 240
0502512EG 1/4" 12' 240
0503706EG 3/8" 6' 610
0503710EG 3/8" 10, 610
0503712EG 3/8" 12' 610
0505006EG 1/2" 6' 1130
0505010EG 1/2" 10' 1130
0505012EG 1/2" 12' 1130
0506206EG 5/8" 6' 1810
0506210EG 5/8" 10, 1810
0506212EG 5/8" 12' 1810
0507506EG 3/4" 6' 2710
0507510EG 3/4" 10, 2710
0507512EG 3/4" 12' 2710
0508706EG 7/8" 6' 3770
0508710EG 7/8" 10' 3770
0508712EG 1 7/8" 1 12' 1 3770
Load based on Max. 6500 F
www.erico.com
223 BRIE ICwww.erico.com L
SWIVEL LOOP HANGER 100
Heavy Duty Adjustable Band Hanger
Size Range: 1/2" through 8"
Surface Finish: Electro-zinc plated
Recommended for the suspension of stationary
non -insulated pipe lines
Features a retained insert nut to ensure that the
loop hanger and insert nut stay together
Conforms with Federal Specification WW-H-171 (Type
Manufacturers Standardization Society (MSS) SP-58 an
SP-69 (Type 10)
1000050EG 1/2" 3/8" 2-3/4" 1" 300
1000075EG 3/4" 3/8" 3-1/16" 1" 300
1000100EG ill" 3/8" 3-5/16" ill 300
1000125EG 1-1/4" 3/8" 3-9/16" 1" 300
1000150EG 1-1/2" 3/8" 3-13/16" 1" 300
1000200EG 2" 3/8" 4-1/4" 1" 300
1000250EG 2-1/2" 1/2" 5-5/8" 1-1/4" 1000
1000300EG 3" 1/2" 6-9/16" 1-1/4" 1000
1000350EG 3-1/2" 1/2" 7" 1-1/4" 1000
1000400EG 7j4" 5/8" 7-3/4" 1-5/16" 1100
1000500EG 5" 5/8" 9-1/8" 1-5/16" 1100
1000600EG 6" 3/4" 10-5/8" 1-9/16" 1250
1000800EG 1 8" 1 7/8" 1 13-1/8" 1 1-5/8" 1 1250
LOOP HANGER SURGE RESTRAINT LHSR,
Heavy Duty Adjustable Band Hanger
Size Range: fits 1/2" through 2" model 100 loop hangers
Surface Finish: CADDY' COAT Black
Restricts the upward surge movement of
activated fire sprinkler systems
Meets NFPA® 13 requirements
One size fits 1/2" thru 2" sizes of the model
100 loop hanger
Grips the loop hanger — not the nut — allowing
fine tuning for height adjustment
Installs without tools
3/4" - 8" 1/2" - 8"
FM C UL us
R'
20 800-333-0852
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STEED - Luminaire Fitting Approvals
8150922 XP; 2U, ; ;;:" ;:. 3/8" j ` ` • Vertical'
8153922 XP 35 3/8' Vertical 185 027'
250 035' r,.,--
8181922i" XP 200 .. 1/4" ` Vertical ; - - -
A
r185 - - 027'
350
8294922 SXP 20 3/8• Vertical 170 027'
Y _
45' 80 027'
8295922 SXP35 i•
T 3/8"''" -- Vertical 250, O60'
to
8293957 SWXP 35 3/8' Horizontal 80 060'
ow u imI=lb - Gonaun, IUDing, and Gable
orygcc.1.1
a
sxr JH._' = vertical 283 02T Max 4 trade sizeEMIT,:RMC ;arid'IMC & SUade siie rigid PVC,coriduit
8295922 SXP35 318' Vertical - 500 060,
M
Max 4 trade size EMT & 6 trade sze RMC. IMC, and rigid PVC conduit_
A293957 SWXP35 •'•,,- 3T . Horiiontal 500 060' M_az 4 Uade size EMT8 6 Uade sze RMC, IMC, andrigidPvc co dyit8149957µCZ2000 1/4' or 3l8' Onto Vertical Rod UL Listed 4S16 - Cable Hanger, Cat. No. C•Z2000 Plenum Rated, Complies NEC
bneeF weel times
W. .. !hi C4t. +n j t:..r.. _ it J!...4i-,+•+.•:,p• •1'
No: _ Y2_g'a:: 2U ga. 16 Oa.-: 4 VtVGauge
ivatentDecimalEu188. 05--.03 058'-060' 05 073'-.075
8 MW U B5iIW01ii&+J=K_ -
1196900: ' HD38NWZP 3/8' =' Bottdm-Chord 1200•
8296900 HD38TC 3/8' Top Chord 1200
829790U • HD388C_ 3/8' Bottom Chord 1200
8197900 ZiitiWZP 1/2' Bottom Chord 1200
8198900 " H6I2CZ . . 1/2' Botlom_Chord 1200
8_298_900 HD12TC 1/2' Top Chord 1200
8299900 HD12BC.,; 1/2' Bottom Chord 1200'
U MW%V%—r' II "J%M%9=M_ - LUrrlinaire
6075 ; "' Maximum 4' Schedule 40 pipe -' '
6075 Maximum 4' Schedule 40 pipe
6075 .:
V Maximum 4' Schedule 40 pipe , ;
6075 Maximum 8' Schedule 40 Pipe
6075 : - Maximum 8' Schedule 40 Pipe
6075 Maximum 8' Schedule 40 Pipe
6075 . Maximum 8' Schedule.40 Pipe
8196900 . H08NWZ_P, Bottom Chord 1200. 6075 Overhead Lighting &Luminaire Fitirigs
8296900 HD38TC 3/8' Top Chord 1200 6075 Overhead Lighting & Luminaire Fillings
8297900 H_D38BC 3l8' Bottom Chord 1200 . 6075 Overhead I.ighGng & C' uminaire Fl. ngs
8197900 HD12NWZP 1/2' Bottom Chord 1200 6075 Overhead Lighting &Luminaire Filings
819890D HD12CZP 1/2' Bottom Chord 1200 6075 Overhead Lighting & Luminaire Fittings
8298900 HD12TC 1/2' Top Chord 1200 6075 Overhead Lighting & Luminaire Fittings
8299900 HD12BC 1/2' Bottom Chord 1200 6075 Overhead Lighting & Luminaire Fllings
LTJIGll IN. r.-:.x.ar, J. ffn;
e nw aa- a nftnuLan- - conduit and Cable Approvals
71
it
8196900 HD38NWZP 3/8' Bottom Chord 1200 6075 Up to 6' Trade Size EMT, IMC, and Rigid PC conduit
8296900 HD38TC 318' Top Chord 1200 6075 Up to 6' Trade Size EMT, IMC, and Rigid PC conduit
8297900 HD38BC 31V Bottom Chord 1200 6075 Up to 6' Trade Size EMT, IMC, and Rigid PC conduit
8197900 HD12NWZP 1/2' Bottom Chord 1200 6075 Up to 6' Trade Size EMT, IMC, and Rigid PC conduit
8198900 HD12CZP 1/2' Bottom Chord 1200 6075 Up to 6' Trade Size EMT, IMC, and Rigid PC conduit
8298900 HD12TC 1/2' Top Chord 1200 6075 Up to 6' Trade Size EMT, IMC, and Rigid PC conduit
8299900 HD128C 1/2' Bottom Chord 1200 6075 Up to 6' Trade Size EMT, IMC, and Rigid PC conduit
uL wnpoance ewr net, z anoaros.
E. Valves
FireLock° Check Valves
Series 717 Check Valve C-1 ulie
Series 717H High Pressure Check Valve 10.08
Nam
Series 717 Series 717
21h — 3765 — 80 mm) (4 — 127100 — 300 mm)
40
Series 717H
High Pressure Check Valve
2 — 3750 — 80 mm)
1.0 PRODUCT DESCRIPTION
Available Sizes
2 — 3'/DN50 — DN80 (Series 717H)
21h— 12°/DN50 — DN300 (Series 717)
Pressure Class
Up to 365 psi/2517 kPa/25 bar
Working pressure dependent on size of pipe, valve size and approval requirements.
Application
Designed for use in Fire Protection systems.
Prevents back flow.
Single -disc mechanism incorporates a spring -assisted feature for non -slamming operation.
Can be installed either vertically (flow upwards only) or horizontally.
Valve body cast with arrow indicator to assist with proper valve orientation.
Optional upstream and downstream pressure taps included on select sizes. See Section 3.0.
Provided with grooved ends.
Rated for ambient temperature use in fire protection systems.
2.0 CERTIFICATION/LISTINGS
9 yl m LPCB t10
um
FM Vd$
NOTE
Refer to Victaulic submittal publication 10.01 for details
ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION. MAINTENANCE OR SUPPORT.
System No. Location Spec Section Paragraph
Submitted By Date::::::::d Approved Date
victaulic.com
10.08 1479 Rev S Updated 03/2017 O 2017 Victaulic Company. All rights reserved.
1 ctaulw'
victaulic.com
2.0 CERTIFICATION/LISTINGS (Continued)
Approvals/Listings
Size
Approval/Listing Service Pressures
Series 717H
cULus FM LPCB Vds
2'/50`mm •'. 365 psV2517 kPa 365 psi/2517 kPa 365psi/2517 kPa 365 psi/2517 kPa
2W/65 mm 365 psV2517 kPa 365 psi/2S 17 kPa 365 psi/2517 kPa 365 psV2517 kPa
7 I !n ' 365 psi/2517 kPa 365 psi/2517 kPa 365 psU2517 kPa 365 psi/2517 kPa
3780 mm 365 psi/2517 kPa 365 psV2517 kPa 365 psV2517 kPa 365 psi/2517 kPa
Size
Approval/Listing Service Pressures
Series 717
cULus FM LPCB Vds
2rh.'/65 mm' ' 250 psi/1725 kPa n/a 365 psi/2517 kPa n/a
76.1 mm 250 psi/1725 kPa n/a 365 psi/2517 kPa 16bar/232 psi
3.780mm . , 250psV1725kPa n/a 365 psi/2517 kPa 16bar/232ps1
4'/100mm 365 psi/2517 kPa 365 psi/2517 kPa 365 psi/2517 kPa 16bar/232 psi
57125 mm' 365 psV2517 kPa 365 psi/2517 kPa 365 psi/2517 kPa n/a
139.7 mm 365 psi/2517 kPa 365 psi/2517 kPa 365 psi/2517 kPa 16bar/232 psi
67150mm 365psi/2517kPa 365psi/2517kPa 365 psV2517 kPa 16bar/232psi
165.1 mm 365 psV2517 kPa 365 psi/2517 kPa 365 psV2517 kPa n/a
872.00mm", 365 psi/2517 kPa 365 psi/2517 kPa 348 psi/2400 kPa 16bar/232 psi
107250mm 250psi/1725kPa 250 psi/1 725 kPa 1725kPa/250psi n/a
12-/300mm 250psi/1725kPa, 250 psi/1 725 kPa 1725kPa/250psi n/a
10.08 1479 Rev S Updated 03/2017 ® 2017 Victaulic Company. All rights reserved
victaulic.com ctalulia'
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3.0 SPECIFICATIONS - MATERIAL
Body:
Ductile Iron conforming to ASTM A-536, Grade 65-45-12.
Body Coating:
Series 717H Body: Black Paint
Series 717H Endface: Electroless Nickel conforming to ASTM B-733
Series 717 (2 rk — 3'/DN65 — DN80): PPS Coating
Series 717 (4 — 12'/DN100 — DN300): Black Paint
Body Seat:
Series 717H: Nitrile 0-ring installed into an Electroless Nickel plating conforming to ASTM B-733
Series 717 (2 rf2 — 3"/DN65 — DN80): PPS Coated Ductile Iron
Series 717 (4 — 12"/DN100 — DN300): Ductile Iron with Electroless Nickel plating conforming to ASTM B-733
Disc Seal or Coating: (specify choicer)
Nitrile (Series 717H only)
EPDM
NOT COMPATIBLE FOR PETROLEUM SERVICES.
Discs:
Series 717H: CF8M Cast Stainless Steel
Series 717 (21h — 3'/DN65 — DN80): Aluminum bronze with elastomer seal
Series 717 (4 — 12'/DN100 — DN300): Elastomer encapsulated disc.
Shaft:
Series 717H: Brass
Series 717 (2 % — 3*/DN65 — DN80): Type 416 Stainless Steel
Series 717 (4 — 12'/DN100 — DN300): Type 316 Stainless Steel
Spring:
Type 302/304 Stainless Steel
Shaft Plug:
Series 717H: Carbon Steel Zinc Plated
Series 717: Carbon Steel Zinc Plated
Pipe Plug:
Series 717H: Carbon Steel Zinc Plated
Series 717: Carbon Steel Zinc Plated
Optional Pressure Taps:
Series 717H: Available on all sizes
Series 717: Available on sizes 4 — 12'/DN100 — DN300
10.08 1479 Rev S Updated 03/2017 O 2017 Victaulic Company. All rights reserved.
victaulic.com 3 ctaulic'
victaulic.com
4.0 DIMENSIONS
Series 717
Typical 2 % - 3765 - 80 mm
A
O J - AE
WNPTUpstream Drain
m %* NPT Downstream Drain
m 2' NPT (Drain Optional)
Typical 4 - 87100 - 200 mm
On NPT Upstream Drain
m W NPT Downstream Drain
Typical 10 - 127250 - 300 mm
Size Dimensions Weight
Actual
Outside E to E Approximate
Nominal Diameter A 6 C D E J K P R Each)
inches inches inches inches inches inches inches inches inches inches inches lb
mm mm mm mm mm mm mm mm mm mm mm kg
2 % 2.875 . 3.88 426 3.57 3:6
65 73:0 99 108 91 1.6
76.1 mm 3.000 3.88 4.26 3.57 3.6
76.1 99 108 91 1.6
3 3.50D 4.25 5.06 4.17 4.5
80 88.9 108 129 106 2.0
4 4.500 9.63 6.00 3.88 2.75 3.50 2.00 4.50 3.50 3.35 20.0
10 114.3 24S 152 99 70 89 51 114 1 89 85 9.1
5. 5.563 10.S0 6.80 4.50 4.17 2.1 S 5.88 4.08 3.98 27.0
125 1413 267 173 114 106 55 149 104 101 12.3
139.7mm 5.500 10.50 6.80 4.50 4.17 2.15 5.88 4.08 3.98 27.0
139.7 267 173 114 106 55 149 104 101 12.3
6• 6.625 11.50 8.00 5.00 4.50 238 6.67 4.73 3.89 38.0
150 1683 292 203 127 114 61 169 120 99 17.2
165.1 mm 6.500 11.50 8.00 5.0D 4.50 238 6.67 4.73 3.89 38.0
16S.1 292 203 127 114 61 169 120 99 17.2
8 . 8.625 14.00 9.88 6.06 5.05 S.65 2.15 8.85 5.65 5.75 64.0
200 219.1 356 251 154 128 144 55 225 144 146 29.0
10 10.7S0 17.00 12.00 7.09 5.96 6.69 2.15 10.92 6.73 100.0
250 273.0 432 305 180 151 170 55 277 171 45.4
12 12.750 1 1950 14.00 8.06 6.91 7.64 2.51 12.81 7.73
300 323.9 495 356 205. 1 176 1 194 1 64 925 196 63.5
10.08 1479 Rev S Updated 03/2017 O 2017 Vrclaubc Company. All rights reserved.
victaulic.com 4 tau c'
victaulic.com
4.1 DIMENSIONS
Series 717H
7
II''a.'ll rod •
Typical 2750 mm - 37/80 mm
Size Dimensions Weight
E to E Approximate
Nominal A B C D E J K P R Each)
inches Inches Inches inches inches inches Inches Inches inches inches lb
mm mm mm mm mm mm mm mm mm mm kg
2, 8.66 ': 6A6 3.23 1:46I 3.02• 2.80 425 10:7
50 119.8 164.1 82.1 37.5 76.7 71.0 108.0 4.9
2% 937 6.94 331 1.66 3.40 3.38 4.38 13.8
65 238.0 1763 94.1 42.2 86.4 85.9 111.3 6.3
76?7'mm 937 6.94. 3.31 1.66 3.40 ' . 338 438 13.8
238.0 1763 84.1 42.2 86A 85.9 111.3 6.3.
3 9.62 7.44 3.53 1.91 3.65 3.38 4.63 20.0
80 244.3 189.0 89.7 48.5 92.7 85.9 117.E 1 9.1
10.08 1479 Rev S Updated 03/2017 O 2017 Victaulic Company. All rights reserved.
victaulic.com 5 ctauliC'
victaulic.com
5.0 PERFORMANCE
Flow Characteristics
The charts below express the flow of water at 60°F/160C through valve.
S717H / 717HR
10
Na
1
N l
OJ
7NNd
d
O.l
to
S717H / 717HR
100 loon
Flow Rate — GPM
100 1000 to w
Flow Rate — Litres/Min.
10.08 1479 Rev S Updated 03/2017 O 2017 Viclaulic Company. All rights reserved.
victaulic.com H. ctauhc'
victaulic.com
5.1 PERFORMANCE
Flow Characteristics
The charts below express the flow of water at 60°F/16°C through valve.
S717 / 717R
Io
rrrW
r r. 22MM..r..r.rr...r
tr r rr.
rr.....r
n. RAr.
rr..r.r rr i MCWHI11
m
IIII
rr.rnrrr.
r ri nr=nr
III
n i ii,Cnl,
1 m IIII
II 1111111
r, r l.
IIII II 1111
S717 / 717R
100.0o.r_
a
lee ]ODD IOD00 100000
Flow Rate — GPM
1 11 mill
III n1 111
11111 INI
Illlfil 1 _ IIIII
r..r. .r. r MOM rrr r
t 1 1 U 111
MEMO 1 millial"iW10W
Elul 1W low 10000 100000
Flow Rate — Litres/Min.
10.08 1479 Rev S Updaled 03/2017 O 2017 Viclaulic Company. All righls reserved.
victaulic.com
7 Ct,auauIiC'
victaulic.com
6.0 NOTIFICATIONS
A WARNING
r..
Depressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic piping
products.
7.0 REFERENCE MATERIALS
05.01: Seal Selection Guide
10.01: Regulatory Approval Reference Guide
29.01: Terms and Conditions/Warranty
1-100: Field Installation Handbook
User Responsibility for Product Selection and Suitability
Each user bears final responsibility for making adetermination as to the suitability of
Viclaulic products for a particular end -use application, in accordance with industry
standards and project specifications, as well as Viclaulic Performance, maintenance.
safely, and warning instructions. Nothing in this or any other document, not any verbal
recommendation, advice, or opinion from anyViclaulic employee. shall be deemed to
alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions
of sate, installation guide. or this disclaimer.
Intellectual Property Rights
No statement containedhereinconcerning a possibleor suggested use of anymitenal,
product. service. ordesign is intended, or should be constructed. togrant anylicense
under any patent or other intellectual properly right of Viclaulic or any of its subsidiaries
oraffiliates covering such use or design, or asa recommendation for the use of such
material, product, service. or design in the infringement of arty patent or other intellectual
property right. The terms 'Patented' or 'Patent Pending- reler to design or ulrlily patents
or patent applications for articles and/or methods of use inthe United States and/or other
countries.
Note
This product shallbe manufactured by Viclaulic ortoViclaulic specifications. All products
to be installed in accordance withcurrent Victaulic installation/assembly instructions.
Viclaulic reserves the right to change product specifications. designs and standard
equipment without notice and without incurring obligations.
Installation
Reference should always be made to the Viclaulic installation handbook or mslallation
instructions of the product you are installing. Handbooks are included with each shipment
of Viclaulic products, providing complete installation and assembly data. and are available
in PDF formal on our wobsile at www.viclaulic com.
Warranty
Refer to the Warranty section of the current Price List or contact Viclaulic for details.
Trademarks
Victaulic and all other Viclaulic marks are the trademarks or registered trademarks of
Viclaulic Company, and/or its affiliated entities. in the U.S. and/or other countries.
10.08 1479 Rev S Updated 03/2017 tD 2017 Victaulic Company. All rights reserved.
victaulic.com 8 ctaU-hC
FireLock® Butterfly Valve tsulic.
Series 705 with Weatherproof Actuator 10.81
1.0 PRODUCT DESCRIPTION
Available Sizes: 2 — 12750 — 300 mm
cULus Listed, LPCB Listed, FM and VdS Approved for service up to 300 psi/2068 kPa /20 bar.
Designed for fire protection services only.
Features a weatherproof actuator housing Approved for indoor and outdoor use.
Actuation options: Hand wheel (2 — 12'750 — 300 mm)
Exclusively for use with pipe and Victaulic products which feature ends formed with the Victaulic Original Groove
System (OGS) groove profile (see section 7.0 for Reference Materials).
2.0 CERTIFICATION/LISTINGS
c 4L us FM vas LPCB ?
uslU G410001 104j/04 J
NOTES
Refer to Victaulic submittal publicaonn 10.01 for details
ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT.
System No. Location
Submitted By Date
Spec Section Paragraph
Approved Date
victaulic.com
10.81 5662 Rev H Updated 03/20)7 O 2017 Viclaulic Company. All rights reserved.
1 ctaulic'
victaulic.com
2.1 CERTIFICATION/LISTINGS
ApprovaUListing Service Pressures
Series 705 Butterfly Valve
cULus FM Vds 7F777LPCBSize
2.
50 up to 300psi/2068kPa n/a up to 300psV2O68kPa up to 300ps1/2068kPa
2 V'
65 up to 300psV2068kPa up to 300psV2068kPa n/a up to 300psi/2068kPa
76.1 min up to 300psW2O68kPS up to 300psi/2068kPa up to 300psV2O68kPa up to 300psi/2068kPa
3
80
4
100
up to 300psV2068kPa
up to 300psV2068kPa
up to 300psi/2068kPa
up to 300ps1/2O68kPa
up to 300psi/2068kPa
up to 300ps1/2O68kPa
up to 300psi/2068kPa
up to 300psV2O68kPa
125 up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa
139.7mm up to 300psi/2068kPa up to 300psV2068kPa up to 300psV2068kPa up to 300ps1/2O68kPa
6
150 up to 300psV2O68kPa up to 300psi/2O68kPa up to 300psi/2068kPa up to 300ps1/2O68kPa
165.1 mm up to 300psV2O68kPa up to 300psi/2068kPa n/a up to 300ps1/2O68kPa
8
200 up to 300psV2O68kPa up to 300psi/2068kPa up to 300psV2068kPa up to 300psi/2068kPa
10
250 up to 300psi/2068kPa up to 300psl/2O68kPa n/a up to 300psi/2068kPa
12
300 up to 300psV2068kPa up to 300psi/2068kPa n/a up to 300psi/2O68kPa
3.0 SPECIFICATIONS — MATERIAL
Body: Ductile Iron conforming to ASTM A-536, Grade 65-45-12
End Face, 2 — 6'750 — 150 mm: Ductile Iron conforming to ASTM A-536, Grade 65-45-12
Seal Retainer, 8 — 12'7200 — 300 mm: Ductile Iron conforming to ASTM A-536, Grade 65-45-12
Body Coating: Black alkyd enamel
Disc: Ductile Iron conforming to ASTM A-536, Grade 65-45-12, with electroless nickel coating conforming to
ASTM B-733
Seat: Grade "E" EPDM
Stems: 416 stainless steel conforming to ASTM A-582
Stem Seal Cartridge: C36000 brass
Bearings: Stainless steel with TFE lining
Stem Seals: EPDM
Stem Retaining Ring: Carbon steel
Actuator:
2 — 8750 — 200 mm: Brass or bronze traveling nut on a steel lead screw, in a ductile iron housing
10 — 127250 — 300 mm: Steel worm and cast iron quadrant gear, in a cast iron housing
10.81 5662 Rev H Updated 03/2017 O 2017 Viclaulic Company. All rights reserved.
victaulic.com 2 ctaulic
victaulic.com
4.0 DIMENSIONS
Series 705
Size Dimensions
Actual
Outside E to E DIA
Nominal Diameter A B C D E F G H J
inches inches inches inches inches inches inches inches inches inches inches
mm mm mm mm mm mm mm mm mm mm mm
2 2.375 4.25 2.28 6.41 4.00 4.22 4.50 2.12
60.3 60.3 108.0 57.9 162.8 1016 107.2 114.3 53.8
2 % 2875 I 3.77 2.28 7.54 4.00 4.22 4.50 1.77
73 73.0 95.8 57.9 191.5 101.6 107.2 114.3 4S.0
76.1 mm 3.000 3.77 228 7.54 4.00 4.22 4.50 1.77
76.1 95.8 57.9 191.5 101.6 107.2 114.3 45.0
3 3.500 3.77 2.53 7.79 4.50 4.22 4.50 1.77
88.9 88.9 9S.8 64.3 197.9 114.3 107.2 114.3 45.0
108mm 4.250 463 2.88 881 5.50 4.22 4.50 2.20
108.0 117.6 73.2 223.8 139.7 1072 1143 55.9
4 4.500 4.63 2.88 8.81 S.50 4.22 4.50 2.20
114.3 114.3 117.6 73.2 223.8 139.7 1072 114.3 55.9
1.33mm 5.250 588 335 10.88 6.S6 6.19 6.30 2.58
133.0 149.4 85.1. 276A 166.6 1572 160.0 65.5
139.7 mm 5.500 588 I 3.35 10.88 6.56 6.19 6.30 2.S8
139.7 149A 85.1 276A 166.6 157.2 160.0 65.6
S S.563 I 588. 335 10.88 I 6.56 6.19 630 258
1413 141.3 149A 85.1 276A 166.6 157.2 160.0 65.5
159mm 6.250 5.88 384 11.38 0.41 7.52 6.19 6.30 2.S8
159.0 149A 97.5 289.1 10.4 191.0 157.2 160.0 65.5
165.1mm 6500 5.88 3.84 11.38 0.41 7.52 6.19 630 258
165.1 149A 97.5 289.1 10A 191.0 157.2 160.0 655
6 6.625 5.88 3.84 11.38 0.41 7.52 6.19 6.30 1.90
168.3 168.3 149.4 97.5 289.1 10A 191.0 157.2 1 160.0 48.3
8 8.625 5.33 5.07 13.53 0.80 1.47 10.00 6.19 8.10 2.33
219.1 219.1 13S.4 1 1288 343.6 20.3 37.3 254.0 157.2 205.7 59.2
I I I233273.0 62.6 61 8 397.
3
35.8 46.0 311.2 05.7 228.6
12 12.750 650 7.36 16.64 2.30 2.80 14.25 8.10 9.00
323.9 323.9 165.1 186.9 422.7 58.4 1 71.1 362.0 205.7 228.6
NOTE
Optional %715mm tap available. ContactVictaulic for details.
10.81 5662 Rev H Updated 03/2017 O 2017 Victaulic Company All rights reserved.
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5.0 PERFORMANCE
Series 705
The chart expresses the frictional resistance of Victaulic Series 705 Butterfly Valve in equivalent feet/meters of
straight pipe.
Nominal Outside Equivalent
Size Diameter
mm mm Feet/m
inches inches of pipe
2• 2.375 6.
SO 60.3 1.8
2'h 2.875 6
65 73.0 1.8
76.1•mm 3.000 6
76.1 1.8
3 3.500 7
80 88.9 2.1
4 4.500 8
100 114.3 2.4
108 mm 108 mm 8
2.4
5 S.563 12
125 141.3 3.7
133 mm 133 mm 12
3.7
139.7 mm 5.S00
139.7
12
3.7
6 6.62S 14
150 168.3 4.2
159 mm 159 mm I 14
4.3
16S.1 mm 6.500 14
16S.1 4.2
8 8.62S 16
200 219.1 4.9
10 10.7S0 18
2S0 273.0 S.S
12 12.7S0 19
300 323.9 S.8
10.81 5662 Rev H Updated 03/2017 O 2017 Viclaulic Company. All rights reserved.
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victaulic.com
5.1 PERFORMANCE
Series 705
Cv values for flow of water at +60°F/+16°C through a fully open valve are shown in the table below.
For additional details, contact Victaulic.
Formulas for Cr values Formulas for K„ values
AP = Q' Where: AP = Q'
Cyr Q = Flow (GPM) KrrAP = Pressure Drop (psi)
Q = C, x AP C = Flow Coefficient Q = K x J&P
Valve Size Full Open
Actual
Nominal Outside
Size Diameter Flow Coefficient
inches inches C
mm mm
2 2.375 1705060.3
2 % 2.875 2606573.0
76.1 mm 3.000
76.1 260
3 3.500 4408088.9
4 4.500 820100114.3
108mm 108mm 820
S 5.563 I 1200125141.3
133 mm 133mm 1200
139.7 mm 5.500.
139.7 I 1200
6 6.625 1800150168.3
159 mm 159 mm 1800
165.1 mm 6.S00
165.1 1800
8 8.625 I 3400200219.1
10 10.750 S8002S0273.0
12 12.750 9000300323.9
Where:
Q = Flow W/hr)
AP = Pressure Drop (Bar)
1 = Flow Coefficient
Valve Size Full Open
Actual
Nominal Outside
Size Diameter Flow Coefficient
inches inches I(,
mm mm
2 2.375 1475060.3
216 2.875 2256573.0
76.1 mm 3.000 22S76.1
3 3.500 3808088.9
4 4.500 710100114.3
108mm 108mm 710
S - S.563 1040125141.3
133 mm 133 mm 1040
139.7 mm 5.500
139.7 1040
6 6.62S 1560150168.3
159 mm 159 mm 1560
165.1 mm 6.S00
165.1 1S60
8 8.62S 2940200219.1
10 10.750 50202S0273.0
12 12.750 7790300323.9
10.81 5662 Rev H Updated 03/2017 O 2017 Victaulic Company. All rights reserved.
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victaulic.com
6.0 NOTIFICATIONS
A WARNING
9 0
Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping
products.
Depressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic
piping products.
Wear safety glasses, hardhat, and foot protection.
Failure to follow these instructions could result in death or serious personal injury and property damage.
7.0 REFERENCE MATERIALS
Switch and Wiring
1. The supervisory switch contains two single pole,
double throw, pre -wired switches.
2. Switches are rated:
10 amps @ 125 or 250 VAC/60 Hz
0.50 amps 0 125 VDC
0.25 amps @ 250 VDC
3. Switches supervise the valve in the "OPEN" position.
5. One switch has two #18 insulated wires per terminal,
which permit complete supervision of leads (refer
to diagrams and notes below). The second switch
has one #18 insulated wire per terminal. This double
circuit provides flexibility to operate two electrical
devices at separate locations, such as an indicating
light and an audible alarm, in the area that the valve
is installed.
6. A #14 insulated ground lead (green) is provided.
Switch #1 = S1
For connection to the supervisory circuit of a UL
Listed alarm control panel
Switch #2 = S2
Auxiliary switch that may be connected to auxiliary
devices, per the authority having jurisdiction
Sl Normally Closed: (2) Blue
Common: (2) Yellow
Normally Closed: Blue with Orange Stripe
S2 Normally Open: Brown with Orange Stripe
Common: Yellow with Orange Stripe
Vt 16TIDAYT--1qN
CO10AT
L
N.try /
0 p co zt"Co.,wom.
N1/L tMl
rTIRE ALARM
CONTROL, PANEL
SUKIVASORTCIRCUIT
Nc NO CIN"
sVAICH
CONTACT RATING'
IDA AT IIS AND SI 1ISOJAC.
DSA AT IIS VDC.
1AT ISDVOC
SI I
VOLTAGE SOURCE
switch I:Ikid/ pa tormbol
Switch k I kad p•t trT l"I
TO ENDONNEFMTOR
OR NEXT UXICAIOR
LLon
HORN
NOTES
The above diagram shows a connection between the common terminal
yellow — Sl and yellow -with -orange stripe — S2) and the normally closed
terminal (blue — Sl and blue -with -orange stripe — S2). In this example,
the indicator light and alarm will stay on until the valve is fully open. When
thevalve is fully open, the indicator light and alarm will go out. Cap off
any unused wires (e.g. brown with orange stripe).
Only S) (two leads per terminal) may be connected to the fire alarm
control panel.
The connection of the alarm switch wiring shall be in accordance with
NFPA 72 and the auxiliary switch per NFPA 70 (NEC).
10.81 5662 Rev H Updated 03/2017 O 2017 Victaulic Company. All rights reserved.
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r
victaulic.com
7.1 REFERENCE MATERIALS
10.01 Regulatory Approval Reference Guide
29_Ol_Term_s and Conditions/Warranty
I.100: Field Inslallalion Handbook
User Responsibility for Product Selection and Suitability
Each user bears final responsibility for making a determination as to the suitability of
Vrclaulic products for a particular end -use application, in accordance with industry
standards and project specifications, and the applicable building codes and related
regulations as well as Victaulic performance, maintenance. safely, and warning
instructions. Nothing in this or any other document, nor any verbal recommendation,
advice, or opinion from any Viclaulic employee, shall be deemed to alter, vary, supersede.
or wane any provision of Vrclaulic Company'sstandard conditions of sale, installation
guide, or this disclaimer.
Intellectual Property Rights
No statement contained herein concerning a possible or suggested use of any material,
product, service, or design is intended. or should be constructed, to grant any license
under any patent or other intellectual properly right of Victaulic or any of its subsidiaries
or affiliates covering such use or design, or as a recommendation for the use of such
material, product, service. or design in the infringement of any patent or other intellectual
properly right The terms *Patented' or 'Patent Pending' refer to design or tilibly patents
or patent applications for articles and/or methods of use in the United Stales and/or other
countries.
Note
This product shall be manufactured by Vrclaulic or to Victaulic specifications. All products
to be installed inaccordance with current Viclaultc installation/assembly instructions.
Vrclaulic reserves theright to change product specifications. designs and standard
equipment without notice and without incurring obligations.
Installation
Reference should always be made to the Vrclaulic installation handbook or installation
instructions of the product you are installing. Handbooks are included with each shipment
of Vrclaulic products. providing complete installation and assembly data. and are available
in PDF formal on our websrte at www.viclautic com
Warranty
Refer to the Warranty section of the current Price List or contact Vrclaulic for details.
Trademarks
Victaulic and all other Victaulic marks are the trademarks or registered trademarks of
Vrclaulic Company, and/or its affiliated entities. in the U.S. and/or other countries.
10.81 5662 Rev H Updated 03/2017 O 2017 Vrclaulic Company. All rights reserved
victaulic.com ctSIf -U1i C:
a
fir- — - •::n- 1n, _ -- -- _ - • - - -• - - -- -- - '- -- - -
AGF revolutionized the industry with the Model 1000 TESTANDRAINO single handle ball valve inspector's test which
eliminated the time and space consuming traditional loop assembly. Since then, TESTANDRAIN® valves have been
installed in countless systems throughout the world. AGF continues to introduce innovative new products designed
to simplify your installation. TESTANDRAINO valves are now made in more styles, in more sizes, and with more
orifice options than any other valve on the market. AGF is the brand you rely on to give you all the options you need
with the proven reliability you and your customers demand.
TABLE OF CONTENTS
TESTANDRAINO
M1000................................................... 3
M1011A ................................................ 3
M1011 T................................................. 3
M2500................................................... 4
M2511A ................................................ 4
M2511T................................................. 4
REMOTETESTO
M1200................................................... 5
INSPECTOR'sTEST—
M1200................................................... 5
RISERPACK'"
Residential M8000/M8011..................... 6
Commercial M8000/M8011................... 6
Accessories
Pressure Relief Valve .............................. 7
Pressure Gauge ..................................... 7
Locking Plate Kit .................................... 7
MADE IN U.S.A.
0
TESTivr ANN° and RwoieTEST' are registered Irademarkt of AGF Manufaeludng Inc.
IT'ESTAmDRAIN_j
Model 1000
Lightweight and compact, the Model 1000
TESTanDRAINO is a 300 PSI rated, single -
handle ball valve specifically designed to provide
both the test and express drain function required
for a wet fire sprinkler system. The Model 1000 YGV.p=5aWW %OIV
meets all the requirements of NFPA 13D, NFPA 13R, and NFPA 13 It
features a tamper resistant test orifice, integral tamper resistant sight glasses, and a tapped port for system access.
The Model 1000 is available in 3/ ", 1 ", 11/4", 11/2", and 2" sizes in both NPT and BSPT with all specifiable orifice sizes:
W, (2.8K), 7/,s" (4.2K), 11/z" (5.6K), "/32" (8.OK), W (ELO, 11.2K), 3/ " (ESFR, 14.OK), and K25.
TESTANDRABN`
Model 1011 A
The Model 1011 A is similar to the Model 1000
but it includes a UL Listed/FM Approved Model
7000 Pressure Relief Valve with drainage piping. It
is designed to relieve excess pressure caused by
surges or temperature changes while solving the
difficult problem of providing the relief valve with
a convenient drainage/piping outlet. The Model
1011A complies with the requirements of NFPA
13 which stipulate a pressure relief valve be in-
stalled on all grid systems and downstream of all
pressure reducing valves.
IT'ESTANDRAON)
Model 1011IT
The Model 1011 T has the same features and ben-
efits as the Model 1011 A with UL Listed/FM Ap-
proved Model 7000 Pressure Relief Valve but also
includes a Model 7500 Pressure Gauge and Model
76001/4" 3-Way Globe Valve.
AGF Manufacturing lnc , Phone 610 240=4900r FaX." 6i1;0; 240 4906 w;ww testandrain
A TESTArvDRAIN° - - -
TESTANDRAINJ
Model 2500
Like the Model 1000, the Model 2500 TESTANDRAIN° is a 300 PSI
Rilrated, single -handle ball valve specifically designed to provide boththetestandexpressdrainfunctionrequiredforawetfiresprinkler
system, but with an alternative handle location for multi -directional
installations. The Model 2500 is available in 1 " and 11/4" NPT and 2"
groove with all specifiable orifice sizes: 3/f;" (2.8K), 7/16" (4.2K), 11/2"
5.6K), "/3z" (8.OK), 5/err (ELO, 11.2K), 3/4" (ESFR, 14.OK), and K25.
TESTANDRAP 09°
Model 2511 A
The Model 2511A is similar to the Model 2500
with multi -directional installation capabilities,
but includes a UL Listed/FM Approved Model
7000 pressure relief valve with drainage piping.
It is designed to relieve excess pressure caused
by surges or temperature changes while solv-
ing the difficult problem of providing the relief
valve with a convenient drainage piping outlet.
The Model 2511A complies with the require-
ments of NFPA 13 which stipulate a pressure
relief valve be installed on all grid systems and
downstream of all pressure reducing valves.
TESTANDRANN°
Model 2511 T
The Model 2511 T has the same features and ben-
efits as the Model 2511 A with UL Listed/FM Ap-
proved Model 7000 Pressure Relief Valve but also
includes a Model 7500 Pressure Gauge and Model
76001/t" 3-Way Globe Valve.
TESTm4)RAJN* and RwoitTESTe are registered trademarks ofAGF Manufacturing Inc.
REMOTETEST®
Model 1200
The Model 1200 REMOTETESTO TESTANDRAINO saves time
and conserves manpower by offering a self-contained meth-
od to "remotely" fulfill the primary function of the wet pipe
system inspector's test. It is the only product that enables an
individual to perform the inspector's test function on multiple
systems from a central and remote position. The Model 1200,
which retains the ability to be manually tested, can be integrated into an
existing addressable fire alarm panel, wired to an auxiliary panel, or activated by a
localized switch. The Model 1200 is also available with an optional bypass drain loop.
INSPECTOR'STESTTM
Model 3011
The Model 3011 INSPECTOR'sTEST" valve family is designed to perform the remote inspector's test function on
single story and other applications with the benefit of locating the orifice sizes: W (2.8K), '/w" (4.2K), 1 Y2" (5.6K), "/3z"
8.OK), W (ELO, 11.2K). Four models are available.
o Model 3011 BV ball valve only
o Model 3011 SG ball valve with sight glass
e Model 3011 A ball valve with Model 7000 Pressure Relief Valve and drainage piping
o Model 3011 ASG ball valve with sight glass, Model 7000 Pressure Relief Valve and drainage piping
Q TESTANDRAIN°
r*
u
RESIDENITIAL RISERPACKTM
for NFPA 13D
NFPA 13D RISERPACK" Floor Control Assemblies are
designed to meet NFPA 13D requirements for residential
wet fire sprinkler systems in family dwellings.
M8000 13D M8011 13D
0
RESIDENITIAL RISERPACKTM
for NFPA 13R
NFPA 13R RISERPACK'" Floor Control Assemblies are
designed to meet NFPA 13R requirements for residential
wet fire sprinkler systems in multi -family dwellings.
M8000 13R M8011 13R
C®I MERCIAL RISERORMIi
for NFPA 13
NFPA 13 RISERPACK'" Floor Control Assemblies are de-
signed to meet NFPA 13 requirements for commercial wet
fire sprinkler systems in commercial buildings.
M8000 M8011
TESTmoDRAIN° and RuAorETEST are registered trademarks of AGF Manufaclunng Inc.
mm
AGF Manufacturing Inc.
100 Quaker Lane o Malvern, PA 19355
Phone: 610-240-4900
Fax: 610-240-4906
Description
FPPI's complete line of TrimFit Forged Brass% Full Port Ball Valves feature forged
components machined to exacting specifications. UL/ULc listed and FM approved.
Listed for fire sprinkler systems for trim, test or drain applications, our Full Port Ball
Valves are rated 600 PSI for sizes 1/4" - 11/2" IPS and 300 PSI for the 2" size. Each
valve is complete with plastic coated valve handle marked as required by UL.
Blow out proof stem.
Installation
Installation practices consistent with those of the fire sprinkler industry are
appropriate for the installation of this product. Always make sure to properly
hold back" the valve and each component being installed to the valve to prevent
over tightening or stressing of the valve body. It is also necessary to make sure
all components are in proper alignment in the assembly where the ball valve is
present. Improper alignment of attached components may create stress on the
valve leading to valve failure. Use a suitable thread sealant such as PTFE tape or
PipeFit Thread Sealant Paste with PTFE. Never use tape and paste together.
We do not recommend the use of anaerobic sealants with this product. The
materials used in this sealant type are highly caustic and may cause failure of the
synthetic components present in this product.
UL/ULc Listed 21397
DO NOT USE MORE THAN ONE SEALANT TYPE PER THREADED
CONNECTION. DO NOT OVER TIGHTEN THREADS. OVER TIGHTENING WILL
CAUSE LEAKS IN THIS AND OTHER THREADED COMPONENTS.
The information contained herein is produced in good faith and is believed to be reliable but is provided
for guidance and information purposes only. FPPI and its agents cannot assume liability or responsibility
for results obtained in the use or misuse of its product by persons whose methods and qualifications
are outside and beyond our control. It is the user's responsibility to determine the suitability of, methods
of use, preparation prior to use, and appropriate Installation for all products purchased from FPPI. It is
the user's sole responsibility to observe and adept such precautions as may be advisable or necessary
for the protection of personnel and property in the handling and use of any of our products.
3198 LIONSHEAD AVE
CARLSBAD. CA 92010
1 (760) 599.1168
1 (800) 344.1822
1 (800) 344.3775 FAX
O 2017 Fire Protection Products. Inc.
P h b71
o
Specifications
Nomenclature and Material:
Part: Material:
Nut Steel
Handle Steel
Stem Gland Brass'
Stem Packing PTFE
Stem Brass'
Body Forged Brass'
Ball Disc Pack PTFE
Ball Disc Chrome Plated
Brass or
Forged Brass'
End Plug Forged Brass'
Part No.: Size: Take -Out:
06-838-00 W IPS 111/e"
06-840-00 21/e"
06-842-00 fie" 2%"
06-844-00 1" 2Ye"
06-845-00 1114 3%6"
06-846-00 1Y2" 31-Yie'
06-848-00 2" 4%"
Full poll valves have slightly
larger "take out" dimensions
than standard port valves.
You may need to adjust trim
components accordingly.
Contains lead. Not for use in
water systems intended for human
consumption.
c l us FM
LISTED APPROVED
Jiftp UNITED BRASS WORKS, INC. man
r•rru 0.rm •suwuR.. nv
714 S. Main St., Randleman, NC 27317 IS09001
Tel: 800-334-3035 Fax: 800-498-4696 www.ubw.com REGISTERED COMPANY
Model 125SUL Globe Valve
Soft Disc
C&SUL Listed for Fire Sprinkler Service at 250 WOG
200 WOG @ 180 'Max
100% Pressure Tested
Threaded Ends • Integral Seat
Rising Stem
Swivel Disc Holder
MATERIAL LIST
NO. DESCRIPTION MATERIAL
1 Hex Nut Steel
2 Hand Wheel Aluminum
3 Packing Nut Brass
4 Packing Graphite Non-Asb.
5 Bonnet (%:" — 1")
Bonnet 1'/." — 2"
Brass
Bronze
6 Stem & Disc Assm. Brass
7 Disc Buna N
8 Body Bronze
Size 2" 3/4" 1" 1 '/4" 1 %z" 2"
A 2.22 2.47 2.97 3.56 4.06 4.69
B 2.03 2.38 2.75 3.00 3.72 3.72
C (closed) 3.38 3.50 4.25 4.75 5.50 5.50
Ship Wt. (lbs.) 0.69 0.94 1.76 2.50 3.26 5.32
Qty. Unit Pack 12 6 6 4 2 2
Qty. Per Case 72 60 36 24 12 12
UNITED BRASS WORKS, INC.
Ify1 , 714 S. Main St., Randleman, NC 27317 MelTel: 800-334-3035 Fax: 800-498-4696 www.ubw.com o,s
Model 126SUL Angle Valve
Soft Disc
c L usUL Listed for Fire Sprinkler Service at 250 WOG
200 WOG @ 180 ° Max
100% Pressure Tested
Threaded Ends
Rising Stem • Integral Seat
Swivel Disc Holder
Contains Lead. Not Intended for Use in Potable
Water System*
MATERIAL LIST
NO. DESCRIPTION MATERIAL
1 Hex Nut Steel
2 Hand Wheel Zinc
3 Packing Nut Brass
4 Packing Graphite Non -Asbestos
5 Bonnet (%z" — 1")
Bonnet (1 Y4" — 2")
Brass
Bronze
6 Stem & Seat Assembly Brass
7 Disc Buna N
8 Body Bronze
Size z" 3/4" 1" 1 '/4" 1 %2 2"
A 1.03 1.22 1.47 1.75 2.00 2.34
B 2.03 2.38 2.75 3.00 3.72 3.72
C (closed) 3.13 3.25 4.38 4.50 5.25 5.63
Ship Wt. (lbs.) 0.69 0.94 1.76 2.50 3.26 5.32
Qty. Unit Pack 12 6 6 4 2 2
Qty. Per Case 72 60 36 24 12 12
OFFICE
FOR DOORS W/ STD. LOCK OPTION 11
MAXIMUM DESIGN LOAD RATING = + 55.0 PSF
FOR SIZES SHOWN OR SMALLER) — 55.0 PSF
FOR DOORS W/ PANIC LOCK OPTION 02
MAXIMUM DESIGN LOAD RATING = + 60.0 PSF
FOR SIZES 94MM OR SMAUER) - 60.0 PSF
SEE SHEET 3 FOR LOCKING OPTIONS
3/Ir TEMP. GLASSOR
1/4' TEMP. GLASS
OPTIONAL
12
T
I
o_
cuzlNc D1 rAns
NOTE:
GLASS CAPACITIES ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCAOS-DEC-219
s
en
75 1/2- MAX.
FRAME WIDTH
35 3/4- MAX. _ 35 3/4- MAX.
SURFACE AUNTIES II 30 1I I / FALSE
MUTi10H5 D.L OPG. O.L MAY
BE USED i
Ii 0- i 2Ie -
IJ " WDOORS
NOT RATED FOR IMPACT. INSTALLATION
OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE
OF APPROVED SHUTTERS OR D(IERNAL PROTECTION DEVICES COMPLYING
WITH HVHZ REQUIREMENTS. INSTALLATION
OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE
APPUCABLE REQUIREMENTS FOR WINO BORNE DEBRIS PROTECTION. 20D
NARROW STILE ALUMINUM
OUTSWING ENTRANCE D00 SEE
NOTE ABOVE FOR DESIGN LOAD CAPACITY OF SINGLE (
X) AND DOUBLE (XX) ODORS W/O TRANSOM. FOR
DOORS WITH TRANSOM (O/X OR 0/10() SEE HORIZONTAL
LOAD CAPACITY CHARTS ON SHEET 2 LOWER
VALUE RESULTING FROM DOOR CAPACITY CHART OR
HORIZONTAL CAPACITY CHARTS WILL APPLY. DOORS
CAN ALSO BE USED WITH YES45-FS STOREFRONT SYSTEM SEE
SEPARATE APPROVAL FOR YES45-FS STOREFRONT DESIGN LOAD
CAPACITY. THE
LOWEST VALUE RESULTING FROM DOOR CAPACITY CHARTS OR
STOREFRONT APPROVAL WILL APPLY TO ENTIRE SYSTEM. DOORS
NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION
RESISTANCE IS REQUIRED. u
d / 4)
ANCHORS AT
2-1/2- O.C. AT
WIG. SIRE ENDS XX )
THIS
PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE
ZONE (HVHZ). WOOD
BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS
TO THE STRUCTURE. ANCHORS
SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT
TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING
OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT
PART OF THIS APPROVAL A
LOAD DURATION 04CREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. ALL
SHIMS TO BE HIGH IMPACT. NON-METALUC AND NON -COMPRESSIBLE. MATERIALS
INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME
INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SWILL MEET THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE. MANUFACTURER'
S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN
ACCORDANCE WITH THE CURRENT FLORIDA BUILDING CODE. 4)
ANCHORS AT
2-1/2. 0 AT
NTC. STILE PERMIT
I[[-„?L 39
5/8' MAX X )
A -
THE PROD" EW"ATON D0MP" (P CO.) PROW" YT Mg 006M IS
CDFEDC AND DOM 1107 PROAK TWOIR"UOK FOR A SITE SPT'Q1C PRWMI,
w WERE OK SITE C"MNS DOMTE FROM THE LIT D-
CONTRACTOR TO K RESPONME fOR THE SELECT WA PIRICHASE AID OWAUATIONOfTATPRODUCT640ONTHISPRODUCTDALLMIMPROADED
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r ANY MEAN& D-
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THE PROSCT AND WHO WILL K RES10004 I FOR THE PROPER! USE
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TYPK7JLL ANCHORS
SEE D.EV. FOR SPACING
TYPICAL
SEE CLIV. FOR
LACK OPTIONS SINGLE DOORS:
0PTION AT.
AR MS1B50 HOOKBOLT LOCK (YKK /H-3201)
WITH LOCK CYLINDER AT 32' OR 41-13/16' FR0M BOTTOM.
STD. PUSH/PULL BAR AT 45' FROM BOTTOM
OP110N 02,
DOR-O-MATIC 1490 SERIES (YIOK IP2362) OR
DOR-O-WTK: 1690 SERIES (YKN /P52497) OR
DOR-0-W7IC 1990 SERIES (YKK /P2323)
CONCEALED VERTICAL R00 TOUCH BAR E)ai DEVICE
WITH KEY CYLINDER AT 42' FROM BOTTOM
LOCK OPTIONS DOUBLE DOORS:
JLPnON11:
ACTIVE fFAF
AR MS1850 HOOKBOLT LOCK (YKK /H-3201)
WITH LOCK CYLINDER AT 32' OR 41-13/16' FROM BOTTOM.
STD. PUSH/PULL BAR AT 45' FROM BOTTOM
INACTIVE LEAr
STD. LEVER TYPE FLUSH BOLTS (YKK /H-4101)
AT 11-1/2' FROM EACH END OF MTG. 510.E
STD. PUSH/PULL BAR AT 45' FROM BOTTOM
OPTION 92•
ACTIVE LEO
DOR-0-MATIC 1490 SERIES (YKK /P2362) OR
DOR-0-MATIC 1690 SERIES (YKK /P52497) OR
OOR-0-YAM 1990 SERIES (YKK /P2323)
CONCEALED VERTICAL ROD TOUCH BAR DOT DEVICE
WITH KEY CYLINDER AT 42' FROM BOTTOM
INACTIVE LEAF
DOR-O-MATIC 1490 SERIES (YKK /P2362) OR
DOR-O-MATIC 1690 SERIES (YKK /PS2/97) OR
OOR-O-MATIC 1990 SERIES (YKK /P2323)
CONCEALED VERIICIIL ROD TOUCH BAR Dm DEVICE
WITHOUT KEY CYLINDER AT 42' FROM BOTTOM
NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE
ENGAGED DURING PERIODS OF HURRICANE WARNOIG.
TYPICAL ANCHORS: sEE acv. FOR sma1G
1/4' DIA ULTRAWN BY 'rkCW (Fw177 K% FrISS ID,)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2' MIN. PENETRATION INTO WO00 (HEAD/JAMBS)
114RU 1BY BUCKS INTO CONC. OR MASONRY
1-1//' MIN. EMBED INTO CONCRETE (HEAD)
1-1/1' MIN. EMBED INTO CONE. OR MASONRY (JAMBS)
DIRECTLY INTO CONIC. OR MASONRY
1-1//' MIN. EMBED, INTO CONCRETE (HCAD/SILL)
1-1//' MIN. EMBED INTO CONC. OR MASONRY (,IAMBS)
f /1' DIAL 7E16 OR SEIF ORRiIHG croeluc (ORAOE 5 ORS)
INTO F.B.C. APPROVED MULLIONS (MIN. THK. - 1/87
INTO METAL STRUCTURES
STEEL : 1/B' THK. MIN (Fy - 36 K51 MIN.)
ALUMINUM : 1/9' THK. MIN. (6063-T5 MIN.)
STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
EDGE DISTANCE
INTO CONCRETE AND MASONRY - 2-1/2' MIN.
INTO WOOD STRUCTURE - 1' MIN.
INTO METAL STRUCTURE n 3/1' MIN.
WOOD AT HEAD OR JUM SC - OAS MN.
CONCRETE AT HEAD6 SILL OR AMISS re . 3000 PSI MN.
C-90 H OLLORAIL ED MM AT JAMBS I m - 2OW P9 10L
SEALANTS:
ALL FRAME CORNERS SEALED WITH TREMCO
SPECIREM 2 OR DOW 795 SILICONE
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FL #5851
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Ttml I PAet I guAIRfTY D6CIUPITON W'RRtA1 rAnF./SUPPIIDI/II[YAR6
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IA E9-0 25 1 ALT. fRAlO MEAD 6063-75 yp( AP AyERI(
2 E9-0 21 2 DOOR FRAME JAMB e06]-TS Yqt AP ANETeG
7 E9-O 0) t 110tESNOID 60a]-i5 YNII AP ANERIG
E9-0105 1/ LEAF TOP RAIL 6067-TS YKN AP AMERtG
S E9-0]06 1 BOTTOM RAIL 006]-7S 1'KK AP AYERIG
6 E9-0]O1 1,2/ LEAF ODOR LEAF tIERT. STILE 6063-TS YKN AP AYERIG
7 E9-070] t/ LEAF DOOR LEAF - 1ITG. 510E QMACIIVE) 6061-15 AT DOUBLE DOORS
a E9-0329 1/ LEAF DOOR LEAF - YTG. STILE (ACTIVE) 606]-75 AT DOUBLE DOORS
9 Et-tOS AS REOD. SHEAR PLATE O ANCHOR LOGTIONS BOB]-TS 2-1/2' LONG
t0 E9-0332 1 MEETING STILE COVER 606]-75 Al DOUBLE DOORS
tl E9-021S t DOOR STOP ape]-15 AP ANERICA
2 E9-OSI AS REOD. GLAZING BEAD (STANDARD) 606]-IS
YNN
YKK AP AMERIG
12A E9-0319 AS REOD. G/1211tG READ (OPTpNAL) a063-15 YNN AP AUERIG
E2-OOSO AS REOD GAZING CASKET EPDY O11ROtrETER SSiS
IS E9-too7 As REOD. TRANSDv+ MEAD aoa]-T5 YIIK AP A1IERIG -
16 E9-0 3 AS REOD.
AS REOD-
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t9 E2-006t AS REOD BlA9 YrEA1MERSTR P0/f, PVC
20 E2-DOS 1/LEAi SETTING BLOCK EPDIr OUROYEIER e035 SHORE A
21 N-7107 OPTIONAL DOOR SWEEP PACKAGE
2 E2-0097 AS RE00. PRE TIFAMERSTR6FWf.
2S PC-t216 AS REOD. iR+tYE ASST. SCREWS It2 x t' PAN MEAD SYS
26 2/COIRIER 3/9'-t6 x S/a' SCREWS
27 2/CORNER 10 % 1' M Slb
29 Et-O]Oa 2/ LEAF AYIT CUP FOR TOP RAIL 608]-TJ
0 Et-0]09 2/ LEAF OOIT CUP FOR BOTTOM RAIL 6063-TS
t Et-03,1 LEAF BALKER PLATE
s] As REOD. PUSH-Anl INImMARE
77 M-210t/2,07 2/IEAF TOP f BOTTOM OFFSET PIVOT SET
b AS REOD. RE7NfTIRCaJG CINNNEL (Fy JB KSI) STEEL e,1 X .t0e x .B1] % .125'
39 E9-0103 AS REOD. TRANSOU GLAZING GASKET EPDY OUROtAEIER 70 S
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LID i AU IAP 0 • 71/-A
PFr 1-r MAI DSECTION C-
C .ls_, SECTION G-G a g ato , It SUM lytym226 DA: 14f!
s FA t. 1aVPM[ 10/2N07 • . 8 7
6 5 4 3 2 •T
8/13/2018 Florida Building Code Online
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +22/-22
Other: Drawing 410223, 20'2" Max wide, 30'1" Height. The
optional glazing available DOES meet the wind load
requirements of the building code but DOES NOT meet the
Impact resistant requirements for windborne debris regions.
This product without glazing DOES comply with the Impact
resistant requirements for windborne debris areas.
11734.26 _ 521
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZt Yes
Impact Resistant: N/A
Design Pressure: +26/-26
Other. Drawing 410224, 187' Max wide, 30'1" Height. The
optional glazing available DOES meet the wind load
requirements of the building code but DOES NOT meet the
Impact resistant requirements for wlndborne debris regions.
This product without glazing DOES comply with the Impact
resistant requirements for windborne debris areas.
11734.27 1521
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +31/-31
Other: Drawing 41022S, 16'2" Max wide, 30'1" Height. The
optional glazing available DOES meet the wind load
requirements of the building code but DOES NOT meet the
Impact resistant requirements for windborne debris regions.
This product without glazing DOES comply with the Impact
resistant requirements for windborne debris areas.
11734.28 1521
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +37/-37
Other: Drawing 410226, 14'2' Max wide, 30'1" Height. The
optional glazing available DOES meet the wind load
requirements of the building code but DOES NOT meet the
Impact resistant requirements for wlndbome debris regions.
This product without glazing DOES comply with the Impact
resistant requirements for windborne debris areas.
11734.29 521
Umits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +SO/ -SO
Other. Drawing 410227, 10'2' Max wide, 30'1' Height. The
optional glazing available DOES meet the wind load
requirements of the building code but DOES NOT meet the
Impact resistant requirements for windbome debris regions.
This product without glazing DOES comply with the Impact
resistant requirements for windborne debris areas.
Go to Page 1 0
FL11734 RS II D408717 sl ned.odf
Verified By: Gordon Thomas 46718
Created by Independent Third Party: Yes
Evaluation Reports
FL11734 RS AE OHO 0800440 Evaluation Reoort.PDF
Created by Independent Third Party: Yes
Heavy -Duty Sectional Aluminum Commerdal Door
Installation Instructions ^
FL11734 RS II 410224 s.PDF
FL11734 RS 11 D408717 sigUIRaf
Verified By: Gordon Thomas 46718
Created by Independent Third Party: Yes
Evaluation Reports
FL11734 RS AE OHO 08004-R3 Evaluation Renort.PDF
Created by Independent Third Party: Yes
Heavy -Duty Sectional Aluminum Commercial Door
Installation Instructions
FL11734 RS Ii 410225 s.PDf
FL11734 RS II D408717 slaped.ad
Verified By: Gordon Thomas 46718
Created by Independent Third Party: Yes
Evaluation Reports
FLi1734_RS AE OHD 08404-R3 Evaluation Report.PDF
Created by Independent Third Party: Yes
Heavy -Duty Sectional Aluminum Commercial Door
Installation Instructions
FL11734 RS It 410226 s PDF
FL11734 RS It D408717 sig0ed.pA
Verified By: Gordon Thomas 46718
Created by Independent Third Party: Yes
Evaluation Reports
FL11734 RS AE OHO 08004-R3 Evaluation Reppu.pQF
Created by Independent Third Party: Yes
Heavy -Duty Sectional Aluminum Commercial Door
Installation Instructions
FL11734 RS 11 410227 s.PDF
FL11734 RS It D408717 sl ned.gd
Verified By: Gordon Thomas 46718
Created by Independent Third Party: Yes
Evaluation Reports
FL11734 RS AE OHD 08004-113 Evaluation Renert.PDF
Created by Independent Third Party: Yes
MEW
00Page t/200 Contact
Lie :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: SSO-497-1024 The
State of Florida Is an /WEEO employer. :: Privacy Statement :: :: Refund Statement Under
Florida taw, email addresses are public retards. If you do not want your a -moll address released In response to a public- reeorda request, do not send electronic malltothisentity. tnstead, contact the office by phone or by traditional mail. If you have any questions, please contact 6S0.487.139S. •Pursuant to Section 455.275(1), FloridaStatutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with on email address if they have one. The emaib providedmaybeusedforofficialcommunicationwiththelicensee. However email addresses are public eem . If you do not wish to supply a personal address, please providetheOepartnWtwithanemailaddresswhichcanbemadeavailabletothepublic. To determine If you are a licensee under Chapter 4S5, F.S., please dick b=. product
Approval Accepts: httpitwww.
floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXOwtDquzHEnMXJwexxQ%2f8WfCggEyEhrxoMfurC4bomkoOokoBQ%3d%3d 3/4
8/13/2018 Florida Building Code Online
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FL * FL11734-RS
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Overhead Door Corporation
Address/Phone/Email 2501 S. State Hwy. 121, Suite 200
Lewisville, TX 75067
717) 247-3638
tom steckbeckeoverheaddoor.com
Authorized Signature Mark Garon
Mark GaronOOverheaddoor.com
Technical Representative Mark Garon
Address/Phone/Email 3395 Addison Dr.
Pensacola, FL 32514
850)474-9490
Mark_,Garon OOverheaddoor.com
Quality Assurance Representative Carol Currence
Address/Phone/Emall One Door Drive
P.O. Box 67
Mt. Hope, OH 44660
330) 763-8091
ccurrenc®wayne-dalton.com
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Gordon Thomas
Evaluation Report
Florida Ucense PE-46718
Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity
Quality Assurance Contract Explradon Date 12/31/2020
Validated By Jeffrey P. Arneson, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL11734 RS COI Cert of Ind Ameson-ad
FL11734 RS COI Gordon Tomas COI 2017.PDF
Standard Year
ANSI/DASMA 108 2012
ASTME 330 2012
h" i/www.fbridabuilc ing.org/pr/pr appdtl.aspx?parem=wGEVXQwtDquzHEnMXjwexxa%2f6WfCggEyEhmoM(urC4bomkoDekoBQ%3d%3d 114
VULCAN STEEL STRUCTURES, INC
500 VULCAN PARKWAY
ADEL, GA 31620
STRUCTURAL DESIGN CALCULATIONS
FOR
IRON ROCK COMMERCIAL CONSN
115 COMMERCE ST
LAKE MARY FL 32746
AEROLANE INDUSTRIES
SANFORD FL 32771
25484
BUILDING LAYOUT
Width (ft)= 120.7
Length (ft)= 125.7
Eave Height (ft)= 17.5/ 17.5
Roof Slope (rise/12 )= 0.25/ 0.25
BUILDING LOADS
Roof Dead Load (psf )= 2.0
Wall Dead Load
Left Endwall (psf y= 2.0
Right Endwall (psf )= 2.0
Front Sidewall(psf )= 2.0
Back Sidewall( sf )= 2 0
OFFICE
p
Roof Live Load (psf )= 20.0 PERMIT# 1$ 3 IFrameLiveLoad (psf )= 12.0
Collateral Load (psf )= 3.0
Wind Speed (mph )= 140.0
wind Code = FBC 14 (IBC 12)
Closed/Open = C
Exposure B
Internal Wind Coeff = 0.18, +0.18
Importance - Wind = 1.00
Importance - Seismic = 1.00
Seismic Design Category= A
Seismic Coeff (Fa{Ss) = 0.13
Designer ZJM
Detailer JDH
5/18/18
0.61323
STATE OF
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caea:a a aaa=acoa c ca as aaeanamcccaeac ca.aaa aaacc ca = aaaca a ce===c aamaa ca a a = as a= c c a =_
25484 Design Loads For Building Components: 5/18/18 11:57am
oaeaeaaaa---- a=-aaaaxKce aao=caaaa eam-mac=aa asoa ------same: a aae eaaa a ac ac
FRONT SIDEWALL:
BASIC LOADS:
Edge_Strip_Ratio-----
Basic Wind Load Ratio Zone Col/
Wind Deflect Factor Width Girt Panel Jamb
29.9 0.32 0.60 7.00 1.07 1.23 1.07
WIND PRESSURE/SUCTION:
Wind Wind Wind
Press Suct Long
27.5 -30.2
32.2 -34.9
26.1 -28.8
0.0 0.0
BACK SIDEWALL:
BASIC LOADS:
Basic Wind Load Ratio
Wind Deflect Factor
29.9 0.32 0.60
WIND PRESSURE/SUCTION:
Wind Wind Wind
Press Suct Long
27.5 -30.2
32.2 -34.9
26.1 -28.8
53.6 -44.1
LEFT ENDWALL:
Girt/Header
Panel
Jamb
Parapet
Edge_Strip_Ratio-----
Zone Col/
Width Girt Panel Jamb
7.00 1.07 1.23 1.07
Girt/Header
Panel
Jamb
Parapet
BASIC LOADS:
Edge_Strip_Ratio----
Dead Coll Live Snow Rain Basic Wind_ Load_ Ratio Zone Col/
Load Load Load Load Load Wind Deflect Factor Width Girt Panel Jamb
2.0 3.0 19.0 0.0 0.0 29.9 0.32 0.60 7.00 1.07 1.23 1.07
BASIC LOADS AT SAVE:
Seis Seis Seis ---Torsion---
Dead Girt Load Wind Seismic
2.00 0.00 0.38 0.00 0.00
WIND PRESSURE/SUCTION:
Wind Wind
Press Suct
26.1 -28.8 Column
27.5 -30.2 Girt/Header
26.1 -28.8 Jamb
32.2 -34.9 Panel
53.6 -44.1 Parapet
44.8 -29.9 Transverse bracing, Facia/Parapet
WIND COEFFICIENTS:
Surf ---Wind 1-- ---Wind 2-- Long Surface
Id Left Right Left Right Wind Friction
1 0.39 -0.58 0.75 -0.22 -0.65 0.00
2 -1.18 -0.68 -0.82 -0.32 -1.18 0.00
00.0 0 00'0 oo'
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0 00'0 Sb'0 00'0 Sb'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'T 00'1 OZ
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0 Sb'0 00'0 00'0 00'0 9b'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'T 00'T 6T
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0 S6'0 00'0 00'0 00'0 00'0 Sb'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 SL'0 00'1 00'T ZT
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65 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0
00 0.00 4 1.00
66 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0
00 0.00 5 1.00
67 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0
00 0.00 6 1.00
68 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0
00. 0.00 7 1.00
AUXILIARY LOADS:
No. Aux Aux No. Add Load _
Aux Id Name Load Id Coeff
7 1 E1PAT_LL_l 2 1 1.00
2 1.00
2 E1PAT_LL_2 2 2 1.00
3 1.00
3 E1PAT_LL_3 2 3 1.00
4 1.00
4 E1PAT LL_4 2 4 1.00
5 1.00
5 E1PAT_LL_5 2 5 1.00
6 1.00
6 E1PAT_LL_6 3 1 1.00
3 1.00
5 1.00
7 E1PAT_LL_7 3 2 1.00
4 1.00
6 1.00
ADDITIONAL LOADS:
No. Add Loc Basic Load Fx Fy Mom X Y Conc
Add Id Id Load Type W1 W2 Co D11 D12 Dist
6 1 2 U_LIVE D -0.24 -0.24 0.02 0.00 20.67
2 2 U_LIVE D -0.24 -0.24 0.02 20.67 40.68
3 2 U_LIVE D -0.24 -0.24 0.02 40.68 60.68
4 3 U_LIVE D -0.24 -0.24 -0.02 0.00 20.00
5 3 U_LIVE D -0.24 -0.24 -0.02 20.00 40.01
6 3 U LIVE D -0.24 -0.24 -0.02 40.01 60.01
STEPPED LOAD COEFFICIENTS:
Basic Location No. ------------- ------------- -------------
No. Load Use Id Step Locate Coef Locate Coef Locate Coef
WINDLI - 2 2 43.75 1.00 60.68 0.58
WINDRI - 3 2 16.26 0.58 60.01 1.00
WINDL2 R 2 2 43.75 1.00 60.68 0.39
WINDR2 R 3 2 16.26 0.39 60.01 1.00
WINDL2 C 2 2 43.75 1.00 60.68 0.58
WINDR2 C 3 2 16.26 0.58 60.01 1.00
RIGHT ENDWALL:
BASIC LOADS:
Edge_Strip_Ratio----
Dead Coll Live Snow Rain Basic Wind _Load -Ratio Zone Col/
Load Load Load Load Load Wind Deflect Factor Width Girt Panel Jamb
2.0 3.0 19.1 0.0 0.0 29.9 0.32 0.60 7.00 1.07 1.23 1.07
BASIC LOADS AT EAVE:
Seis Seis Seis ---Torsion---
Dead Girt Load Wind Seismic
2.00 0.00 0.44 0.00 0.00
WIND PRESSURE/SUCTION:
Wind Wind
Press Suct
26.1 -28.8 Column
27.5 -30.2 Girt/Header
26.1 -28.8 Jamb
32.2 -34.9 Panel
53.6 -44.1 Parapet
44.8 -29.9 Transverse bracing, Facia/Parapet
WIND COEFFICIENTS:
Surf Wind 1-- Wind 2-- Long Surface
Left Right Left Right Wind FrictionId
1 0.39 0.58 0.75 0.22 0.65 0.00
2 1.17 0.68 0.81 0.32 1.17 0.00
3 0.68 1.17 0.32 0.81 0.68 0.00
4 0.58 0.39 0.22 0.75 0.65 0.00
COLUMN, RAFTER 6 BRACING DESIGN LOADS:
Load ---Live-----Add-Snow- Wind-1 Wind-2 Long -Wind Column -Wind L
ong Tran Aux Load
No. Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct S
eis Seis Id Coef
68 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0
00 0.00 0 0.00
2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0
00 0.00 0 0.00
3 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0
00 0.00 0 0.00
4 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0
00 0.00 0 0.00
5 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0
00 0.00 0 0.00
6 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0
00 0.00 0 0.00
7 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0
00 0.00 0 0.00
8 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0
00 0.00 0 0.00
9 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0
00 0.00 0 0.00
10 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0
00 0.00 0 0.00
11 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0
00 0.00 0 0.00
12 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0
00 0.00 0 0.00
13 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0
00 0.00 0 0.00
14 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0
00 0.00 0 0.00
15 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0
00 0.00 0 0.00
16 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0
00 0.00 0 0.00
17 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0
00 0.00 0 0.00
18 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0
00 0.00 0 0.00
19 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0
00 0.00 0 0.00
20 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0
00 0.00 0 0.00
21 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.00 0
00 0.00 0 0.00
22 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0
00 0.00 0 0.00
23 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0
00 0.00 0 0.00
24 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0
00 0.00 0 0.00
25 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0
00 0.00 0 0.00
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0 09'0 00'0 00'0 00'0 09'0 00'0 00'0 00'0 0010 00'0 0010 00'0 00'0 00'0 00'0 09'0 T£
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0 09'0 00'0 00'0 00'0 00'0 00'0 09'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 09'0 6Z
0010 0 00'0 00,
0 09'0 00'0 00'0 00'0 0010 00'0 00'0 0910 0010 00'0 00'0 00'0 00'0 00'0 0010 09'0 8Z
0010 0 0010 00,
0 09'0 00'0 09'0 00'0 00'0 00'0 00'0 00'0 00'0 00'O 00'O 00'0 00'0 00'0 00'0 09'0 LZ
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0 0910 0010 00'0 09'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 0010 0010 0010 0910 9Z
60 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0
00 0.00 0 0.00
61 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0
00 0.00 0 0.00
62 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0
00 0.00 1 1.00
63 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0
00 0.00 2 1.00
64 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0
00 0.00 3 1.00
65 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0
00- 0.00 4 1.00
66 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0
00 0.00 5 1.00
67 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0
00 0.00 6 1.00
68 1.00 1.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0
00 0.00 7 1.00
AUXILIARY LOADS:
No. Aux Aux No. Add
Aux Id Name Load
Load
Id Coeff
7 1 E2PAT_LL_1 2 1 1.00
2 1.00
2 E2PAT_LL-2 2 2 1.00
3 1.00
3 E2PAT_LL_3 3 3 1.00
4 1.00
5 1.00
4 E2PAT_LL-4 3 4 1.00
5 1.00
6 1.00
5 E2PAT_LL_5 2 6 1.00
7 1.00
6 E2PAT_LL-6 3 1 1.00
3 1.00
6 1.00
7 E2PAT_LL_7 4 2 1.00
4 1.00
5 1.00
7 1.00
ADDITIONAL LOADS:
No. Add Loc Basic Load Fx Fy Mom X Y Conc
Add Id Id Load Type W1 W2 Co D13 D12 Dist
7 1 2 U LIVE D -0.25 -0.25 0.02 0.00 19.00
2 2 U LIVE D -0.25 -0.25 0.02 19.00 38.01
3 2 U_LIVE D -0.25 -0.25 0.02 38.01 57.01
4 2 U_LIVE D -0.25 -0.25 0.02 57.01 60.01
5 3 U LIVE D -0.25 -0.25 -0.02 0.00 16.00
6 3 U LIVE D -0.25 -0.25 -0.02 16.00 35.01
7 3 U LIVE D -0.25 -0.25 -0.02 35.01 60.68
STEPPED LOAD COEFFICIENTS:
Basic Location No. ------------- ------------- -------------
No. Load Use Id Step Locate Coef Locate Coef Locate Coef
WINDLI - 2 2 43.75 1.00 60.01 0.58
WINDRI - 3 2 16.93 0.58 60.68 3.00
WINDL2 R 2 2 43.75 1.00 60.01 0.39
WINDR2 R 3 2 16.93 0.39 60.68 1.00
WINDL2 C 2 2 43.75 1.00 60.01 0.58
WINDR2 C 3 2 16.93 0.58 60.68 1.00
ROOFDES:
BASIC LOADS:
Dead Coll Live Snow Rain Basic Wind Load Ratio Surface Seis 8
Load Load Load Load Load Wind Deflect factor Friction Factor Snow
2.0 3.0 20.0 0.0 0.0 29.9 0.32 0.60 0.00 1.000 0.00
WIND PRESSURE/SUCTION:
Wind Wind Wind
Press Suct Suct-Roof
16.0 -32.2 Purlins
16.0 -35.2 Panels
11.9 -8.7 -20.6 Long Bracing, Building
18.2 -12.8 Long Bracing, Wall Edge Zone
44.8 -29.9 23.9 Long Bracing, Facia/Parapet
EDGE & CORNER ZONE WIND:
Wind Surf No. Zone --Purlin--- ---Panel---
Id Id Zone Id Width Length Press Suct Press Suct
1 2 6 1 0.00 0.00 1.00 1.00 1.00 1.00
3 0.00 7.00 1.00 1.18 1.00 1.68
4 7.00 0.00 1.00 1.18 1.00 1.68
5 0.00 7.00 1.00 1.18 1.00 1.68
7 7.00 7.00 1.00 1.18 1+.00 2.53
8 7.00 7.00 1.00 1.18 1.00 2.53
3 6 1 0.00 0.00 1.00 1.00 1.00 1.00
3 0.00 7.00 1.00 1.18 1.00 1.68
5 0.00 7.00 1.00 1.18 1.00 1.68
6 7.00 0.00 1.00 1.18 1.00 1.68
9 7.00 7.00 1.00 1.18 1.00 2.53
10 7.00 7.00 1.00 1.18 1.00 2.53
EDGE & CORNER ZONE WIND: LONGITUDINAL
Wind Surf No. Zone Purlin
Id Id Zone Id Width Length Suct
1 2 1 1 0.00 0.00 1.00
3 1 1 0.00 0.00 1.00
2 2 1 1 0.00 0.00 1.00
3 1 1 0.00 0.00 1.00
PURLIN DESIGN LOADS:
Surf --Load---Add Snow- Wind Wind Aux Load
Id No. Id Dead Coll Live Snow Drift Slide Rain Press Suct Id Coef
2 6 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00
2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00
3 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00
4 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00
5 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00
6 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 0.00
3 6 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00
2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00
3 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00
4 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00
5 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00
6 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 0.00
BRACING DESIGN LOADS:
Load---Add-Snow- Wind Wind Seis Aux -Load
No. Id Dead Coll Live Snow Drift Slide Rain Press Suct Load Id Coef
13 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00
2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00
3 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00
4 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00
5 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00
6 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00
7 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00
8 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00
9 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00
10 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00
11 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00
12 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00
13 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00
RIGID FRAME # 1:
BASIC LOADS:
Basic Defl Temperature
Dead Coll Live Snow Rain wind Ratio Change
2.0 3.0 12.0 0.0 0.0 29.9 0.32 0
BASIC LOADS AT EAVE:
Seismic Weak Axis L Weak Axis R --Torsion-- --EW Brace -
Load Wind Seis Wind Seis wind Seis wind Seis
0.37 0.00 0.00 0.00 0.00 27.62 4.07 0.00 0.00
WIND COEFFICIENTS:
Surf --Wind I— --Wind 2--- Long_Wind Surface
Id Left Right Left Right 1 2 Friction
1 0.43 -0.61 0.79 -0.25 -0.66 -0.66 0.00
2 -1.25 -0.71 -0.89 -0.35 -1.25 -0.71 0.00
3 -0.71 -1.25 -0.35 -0.89 -0.71 -1.25 0.00
4 -0.61 0.43 -0.25 0.79 -0.66 -0.66 0.00
DESIGN LOADS:
Load- ---Live-----Add-Snow- --Wind 1---Wind-2- Long wind --Seismic-
Aux Load _
No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Long Tran
Temp Id Coef
50 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
3 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
4 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
5 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
6 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
7 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
8 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
9 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
10 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00
0.00 0 0.00
11 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00
0.00 0 0.00
12 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00
0.00 0 0.00
13 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00
0.00 0 0.00
14 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00
0.00 0 0.00
15 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
16 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
17 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
18 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00
0.00 0 0.00
19 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00
0.00 0 0.00
20 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00
0:00 0 0.00
21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00
0.00 0 0.00
22 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00
0.00 0 0.00
23 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
24 1..00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00
O-OP 0 0.00
25 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
26 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00
0.06 0 0.00
27 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00
0.00 0 0.00
28 3.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00
0.00 0 0.00
29 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00
0.00 0 0.00
30 3.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00
0.00 0 0.00
31 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
32 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
33 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
34 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00
0.00 0 0.00
35 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00
0.00 0 0.00
36 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00
0.00 0 0.00
37 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00
0.00 0 0.00
38 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00
0.00 0 0.00
39 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70
0.00 0 0.00
40 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70
0.00 0 0.00
41 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00
0.00 0 0.00
42 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00
0.00 0 0.00
43 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52
0.00 0 0.00
44 1.01 1.01 0.00 0.00 0.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52
0.00 0 0.00
45 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00
0.00 0 0.00
46 1.01 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0.00
0.00 0 0.00
47 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.-00 0.00 0.00 0.00 0.00 0.70
0.00 0 0.00
48 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70
0.00 0 0.00
49 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00
0.00 0 0.00
50 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00
0.00 0 0.00
STEPPED LORD COEFFICIENTS:
Basic Surf No. ------------- ------------- -------------
No. Load Id Step Locate Coef Locate Coef Locate Coef
4 WINDLI 2 2 43.75 1.00 60.01 0.57
WINDRI 3 2 16.26 0.57 60.01 1.00
WINDL2 2 2 43.75 1.00 60.01 0.39
WINDR2 3 2 16.26 0.39 60.01 1.00
RIGID FRAME # 2:
BASIC LOADS:
Basic Defl Temperature
Dead Coll Live Snow Rain Wind Ratio Change
2.0 3.0 12.0 0.0 0.0 29.9 0.32 0
BASIC LOADS AT SAVE:
Seismic Weak Axis L Weak Axis R --Torsion-- --EW Brace -
Load Wind Seis Wind Seis Wind Seis Wind Seis
0.39 0.00 0.00 0.00 0.00 0.72 0.11 5.08 0.44
WIND COEFFICIENTS:
Surf --Wind 1--- --Wind 2--- Long_Wind Surface
Id Left Right Left Right 1 2 Friction
1 0.43 -0.61 0.79 -0.25 -0.66 -0.66 0.00
2 -1.25 -0.71 -0.89 -0.35 -1.25 -0.71 0.00
3 -0.71 -1.25 -0.35 -0.89 -0.71 -1.25 0.00
4 -0.61 0.43 -0.25 0.79 -0.66 -0.66 0.00
DESIGN LOADS:
Load- ---Live-----Add-Snow- --Wind-1- --Wind-2- Long_Wind --Seismic-
Aux Load
No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Long Tran
Temp Id Coef
50 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
2 1.00 1.'00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
3 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
4 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
5 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
6 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
7 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
8 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
9 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
10 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00
0.00 0 0.00
11 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00
0.00 0 0.00
12 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00
0.00 0 0.00
13 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00
0.00 0 0.00
14 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00
0.00 0 0.00
15 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
16 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
17 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00
0.00 0 0.00
18 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00
0.00 0 0.00
19 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00
0.00 0 0.00
20 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00
0.00 0 0.00
6£'0 89'09 00'T SL'£6 Z Z ZIGNIM
00'1 TO'09 LS'O 9Z'9T Z £ T3aNIM
LS'O 89'09 00'T SL'£b Z Z TZaNIM 6
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SZN3I0I33300 aKOZ a3dd3ZS
0010 0 00'0
00'0 OL'0- 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 69'0 OS
00'0 0 00'0
00'0 OL'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 6S'0 0
0010 0 0010
OLIO- 0010 00'0 0010 0010 0010 00'0 00'0 00'0 00'0 0010 00'0 00'0 00'0 00'0 65'0 86
00'0 0 00'0
OL'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 6S'0 L6
00'0 0 0010
0010 ZS'0- 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 0010 00'0 0010 TO'T TO'[ 96
00'0 0 0010
0010 ZS'0 00'0 00'0 0010 00'0 0010 00'0 00'0 00'0 00'0 60'0 00'0 00'0 TO'T TO'T Sb
00'0 0 0010
ZS'0- 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 TO'T 10'1 66
00'O 0 0010
ZS'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 TO'T TO'T £6
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OL'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 10'T 10'T 6£
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0010 0010 09'0- 00'0 00'0 00'0 00'0 00'0 0010 0010 0010 00'0 00'0 00'0 00'0 09'0 8£
00'0 0 00'0
00'0 00'0 09'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 09'0 L£
00'0 0 00'0
0010 00'0 00'0 0910- 0010 0010 00'0 0010 0010 00'0 00'0 0010 00'0 0010 0010 09'0 9£
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0010 00'0 0010 00'0 00'0 00'0 09'0 0010 0010 00'0 0010 00'0 00'0 00'0 00'0 09'0 Z£
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00'0 00'0 0010 00'0 00'0 0010 00'0 0910 0010 00'0 0010 0010 0010 00'0 0010 0910 T£
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00'0 00'0 00'0 56'0- 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'T 00'T 8Z
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00'0 0 90.0
00'0 00'0 0010 00'0 Sb'0 00'0 0010 00'0 00'0 00'0 00'0 00'0 00'0 00'0 0011 00'T 9Z
00'0 0 00'0
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00'0 0 UO'0
00'0 00'0 00'0 00'0 00'0 00'0 56'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'T 00'T 6Z
00'0 0 00'0
00'0 00'0 00'0 00'0 00'O 00'0 00'0 S6'0 00'0 00'0 00'0 00'0 00'0 00'0 00'T 00'T £Z
00'0 0 00'0
00'0 00'O S6'0- 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 SL'0 00'T 00 —1 ZZ
00'0 0 0010
00'0 00'0 S6'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 00'0 SL'0 00'T 00*1 TZ
WINDR2 3 2 16.26 0.39 60.01 ?.00
ace= ccaaacaas sa sax aacam=a ccaa aaaaa es coax = x c acc xc a cacaz:ca =c c c a.cea c= =c = _ = c =_
25484 Reactions, Anchor Bolts, & Base Plates: 5/18/18 11:57am
a sasasa = cc caa a cacaaaa =aa sa =__ ====a.=c c aac=a== a cca== cca===c=caa c= =aascxacacs aaa x=c
Foundation_Loads(k
Frame Col Max Max_Neg_Val Anc._Bolt Base Plate
Line
Pos_Val
Line Id Horz Vert Id Horz Vert No. Diam Width Len Thick
7 --
1 A 2 0.0 2.0 2 0.0 2.0 4 0.625 6.00 8.00 0.500
6 0.0 3.1
1 B 7 2.9 6.4 8 2.6 5.4 4 0.625 6.00 8.00 0.500
9 0.0 7.6 7 2.9 6.4
1 D 10 2.9 4.9 8 2.7 4.9 4 0.625 6.00 8.00 0.500
11 0.0 7.1 10 2.9 4.9
1 F 12 3.0 3.8 13 2.7 3.8 4 0.625 6.00 8.00 0.500
14 0.0 7.1 12 3.0 3.8
1 H 12 2.9 4.8 13 2.7 4.8 4 0.625 6.00 8.00 0.500
15 0.0 7.1 16 2.9 4.8
1 J 16 2.8 5.5 13 2.6 5.3 4 0.625 6.00 8.00 0.500
17 0.0 7.4 16 2.8 5.5
1 L 3 0.0 1.9 3 0.0 1.9 4 0.625 6.00 8.00 0.500
18 0.0 3.0
6 L 8 0.1 1.9 10 0.1 1.9 4 0.625 6.00 8.00 0.500
19 0.0 3.0 8 0.1 1.9
6 K 7 2.5 5.5 8 2.2 5.3 4 0.625 6.00 8.00 0.500
20 0.0 7.5 7 2.5 5.5
6 I 10 2.7 4.8 8 2.4 4.8 4 0.625 6.00 8.00 0.500
21 0.0 7.1 10 2.7 4.8
6 G 10 2.8 4.2 8 2.5 4.2 4 0.625 6.00 8.00 0.500
22 0.0 7.2 10 2.8 4.2
6 E 12 2.7 4.3 13 2.4 4.3 4 0.625 6.00 8.00 0.500
23 0.0 7.0 12 2.7 4.3
6 C 16 3.1 8.3 24 2.7 4.0 4 0.625 6.00 8.00 0.500
1 -0.3 10.7 16 3.1 8.3
6 A 16 0.3 4.9 25 0.4 3.5' 4 0.625 6.00 8.00 0.500
1 -0.4 6.3 16 0.3 4.9
2* A 1 34.4 28.6 2 34.4 28.4 6 0.875 8.00 14.00 0.500
2* L 3 34.4 34.6 1 34.4 28.6 6 0.875 8.00 14.00 0.500
1 -34.4 28.6 3 34.4 34.6
5 A 1 35.1 31.2 4 31.2 27.7 6 0.875 8.00 14.00 0.500
5 L 5 31.4 25.4 1 35.1 29.0 6 0.875 8.00 34.00 0.500
1 -35.1 29.0 3 27.1 32.8
2* Frame Lines:2 3 4
LOAD COMBINATIONS:
Id Combination
1 Dead+Collateral+Live
2 0.6Dead+0.6Wind Long1L
3 0.6Dead+0.6Wind Long2L
4 0.6Dead+0.6Wind Leftl
5 0.6Dead+0.6Wind Rightl
6 Dead+Collateral+E1PAT LL
7 0.6Dead+0.6Wind Leftl+0.6Wind
6
Suction
8 0.6Dead+0.6Wind Pressure+0.6wind_Long1L
9 Dead+Collateral+E1PAT LL 1
10 0.6Dead+0.6Wind Suction+0.6Wind_Long1L
11 Dead+Collateral+E1PAT LL 2
12 0.6Dead+0.6wind_Suction+0.6Wind_Long2L
13 0.6Dead+0.6Wind Pressure+0.6Wind Long2L
14 Dead+Collateral+E1PAT LL 3
15 Dead+Collateral+E1PAT LL4
16 0.6Dead+0.6Wind Rightl+076Wind_Suction
17 Dead+Collateral+E1PAT LL 5
18 Dead+Collateral+E1PAT LL 7
19 Dead+Collateral+E2PAT LL 6
20 Dead+Collateral+E2PAT LL 1
21 Dead+Collateral+E2PAT LL 2
22 Dead+Collateral+E2PAT LL 3
23 Dead+Collateral+E2PAT LL 4
24 Dead+Collateral+0.6wind_Pressure+0.6Wind_Long2L
25 Dead+Collateral+0.75Live+0.45Wind Pressure+0.45Wind Long2L
aco= xcax= acxx=axx xxxnxccacaa= = oca xacxxccx=xc=axaax c=a cc=acccaa:aa=oeaaacsaoe
25484 Bracing Reactions Report: , 5/18/18 11:57am
vxxxc c c= _= ccccc= axcca=xcxxc= xx= xxax x=a xxa= c=caoaecac = = ncacaa xx xcxacaaoaa as
BUILDING BRACING REACTIONS:
Reactions(k )-------
Wall-- Col ----Wind---- -- Seismic ---
Loc Line Line Horz Vert Horz Vert
L_EW 1 B ,D 1.52 1.29 0.19 0.16
F ,H 1.52 1.33 0.19 0.17
F_SW L 2 ,3 16.22 10.30 1.67 1.06
4 ,5 16.22 10.30 1.67 1.06
R EW 6
B SW A Torsional Bracing Used!
Panel Shear(lb/ft)
Wind Seismic Notes
i)
i)Bracing in roof to rigid frame
Reaction values shown are unfactored. Maximum load combination factors are:
Wind . 0.60
Seismic: 0.70
ax aaxceasaascco = oa=xxaacaxaac¢o -cacaaa-a= c a-aaasx caaa caaa =ax xx.xx=xa=a =ac=c
25484 Additional Reactions Report: 5/18/18 11:57am
cs_aaaxxaaxx=a=saa=asacsacaasaccocx=vccneccaoa=a sccc=ccsca= _=====n= = __
Rigid Frame Column Reactions(k )
Frame Col Dead--- Collateral Live--- Wind_Leftl Wind_Rightl
Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert
2* A 6.6 6.1 5.6 4.5 22.3 18.0 54.5 47.2 41.2 34.0
2* L 6.6 6.1 5.6 4.5 22.3 18.0 41.2 34.0 54.4 47.2
5 A 6.7 6.6 5.7 4.8 22.7 19.8 58.7 52.8 39.3 35.0
5 L 6.7 6.2 5.7 4.6 22.7 18.2 38.1 33.3 59.0 48.6
Frame Col Wind Left2 Wind_Right2 Wind Longl Wind_Long2 Seis-Left-
Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert
2* A 36.7 31.1 23.4 17.9 63.9 53.4 36.7 34.4 0.4 0.1
2* L 23.5 17.9 36.7 31.1 36.8 34.4 63.8 53.4 0.4 0.1
5 A 40.4 36.2 21.0 18.5 51.8 51.3 51.6 38.6 0.6 0.2
5 L 19.9 17.0 40.7 32.3 51.6 38.3 51.8 50.7 0.6 0.2
Frame Col Seis_Right Seis_Long-
Line Line Horz Vert Horz Vert
2+ A 0.4 0.1 2.0 0.5
2{ L 0.4 0.1 2.0 0.5
5 A 0.6 0.2 0.1 0.0
5 L 0.6 0.2 0.1 0.0
2`- Frame Lines:2 3 4
Endwall Column Reactions(k )
Wind Wind Wind Wind wind
Frame Col Dead Collat Live Leftl Rightl Left2 Right2 Press
Line Line Vert Vert Vert Vert Vert Vert Vert Horz
1 A 0.5 0.3 2.1 3.8 2.2 2.6 1.1 0.0
1 B 1.0 0.9 5.5 10.3 5.8 7.3 2.7 4.3
1 D 0.9 0.7 4.6 7.3 5.0 4.7 2.4 4.4
1 F 0.9 0.8 4.9 5.1 5.1 2.3 2.4 4.5
1 H 0.9 0.7 4.7 5.0 7.5 2.4 4.8 4.4
1 J 1.0 0.8 5.3 5.7 10.1 2.7 7.1 4.3
1 L 0.5 0.3 2,0 2.2 3.6 1.0 2.5 0.0
Wind Wind Wind
Frame Col Suct Longl Long2 E1PAT_LL_1- E1PAT_LL_2- E1PAT_LL_3-
Line Line Horz Vert Vert Horz Vert Horz Vert Horz Vert
1 A 0.0 3.8 2.2 0.0 2.0 0.0 0.2 0.0 0.0
1 B 4.8 10.1 5.9 0.0 5.8 0.0 2.2 0.0 -0.3
1 D 4.9 8.9 4.7 0.0 2.2 0.0 5.5 0.0 2.3
1 F 5.0 7.2 7.2 0.0 0.3 0.0 2.3 0.0 5.5
1 H 4.9 4.7 8.9 0.0 0.1 0.0 0.3 0.0 2.3
1 J 4.7 5.8 9.9 0.0 0.0 0.0 0.1 0.0 -0.3
1 L 0.0 2.1 3.7 0.0 0.0 0.0 0.0 0.0 0.0
Frame Col -E1PAT LL 4- -E1PAT LL 5- -E1PAT LL 6- -E1PAT LL 7-
Line Line Horz Vert Horz Vert Horz Vert Horz Vert
1 A 0.0 0.0 0.0 0.0 0.0 2.3 0.0 0.3
1 B 0.0 0.1 0.0 0.0 0.0 2.7 0.0 2.7
1 D 0.0 0.3 0.0 0.1 0.0 2.3 0.0 2.3
1 F 0.0 2.3 0.0 0.3 0.0 2.5 0.0 2.4
1 H 0.0 5.5 0.0 2.3 0.0 2.3 0.0 2.4
1 J 0.0 2.3 0.0 5.7 0.0 2.8 0.0 2.6
1 L 0.0 0.2 0.0 1.9 0.0 0.3 0.0 2.3
Wind Wind Wind
Frame Col Dead---- Collat Live---- Leftl Rightl Left2
Line Line Horz Vert Vert Horz Vert Vert Vert Vert
6 L 0.0 0.4 0.3 0.0 2.0 3.6 2.1 2.5
6 K 0.0 0.9 0.8 0.0 5.4 10.0 5.7 7.0
6 I 0.0 0.8 0.7 0.0 4.7 7.8 5.0 5.1
6 G 0.0 0.9 0.8 0.0 5.1 5.3 5.2 2.5
6 E 0.0 0.8 0.7 0.0 4.2 4.4 5.8 2.1
6 C 0.1 1.6 1.1 0.2 8.0 7.3 12.3 3.5
6 A 0.1 1.3 0.4 0.3 4.5 2.8 5.1 1.3
Wind Wind Wind
Frame Col Right2 Wind -Pressure Wind -Suction Longl Long2 E2PAT_LL_1-
Line Line Vert Horz Vert Horz Vert Vert Vert Horz Vert
6 L 1.0 0.2 0.0 0.1 0.0 3.7 2.1 0.0 2.0
6 K 2.7 3.7 0.0 4.2 0.0 9.8 5.8 0.0 5.7
6 I 2.4 4.0 0.0 4.5 0.0 8.8 4.7 0.0 2.3
6 G 2.4 4.2 0.0 4.6 0.0 7.8 6.8 0.0 0.3
6 E 3.4 4.1 0.0 4.5 0.0 4.3 7.9 0.0 0.1
6 C 8.6 4.3 1.0 5.2 3.2 7.2 12.2 0.0 0.0
6 A 3.5 0.2 1.4 0.6 4.4 2.9 5.1 0.0 0.0
Frame Col E2PAT_LL_2- E2PAT_LL_3- E2PAT_LL_4- E2PAT_LL_5-
Lirie Line Horz Vert Horz Vert Horz Vert Horz Vert
6 L 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0
6 K 0.0 2.3 0.0 0.3 0.0 0.1 0.0 0.0
6 I 0.0 5.5 0.0 2.3 0.0 0.3 0.0 0.0
6 G 0.0 2.3 0.0 5.5 0.0 2.3 0.0 0.2
6 E 0.0 0.3 0.0' 2.3 0.0 5,6 0.0 1.8
6 C 0.0 0.1 0.0 0.3 0.0 2.2 0.0 7.0
6 A 0.0 0.0 0.0 0.0 0.0 0.1 0.0 2.7
Frame Col -E2PAT LL 6- -E2PAT LL 7-
Line Line Horz Vert Horz Vert
6 L 0.0 2.3 0.0 0.3
6 K 0.0 2.6 0.0 2.8
6 I 0.0 2.4 0.0 2.3
6 G 0.0 2.5 0.0 2.6
6 E 0.0 2.4 0.0 1.8
6 C 0.0 2.6 0.0 4.1
6 A 0.0 0.2 0.0 2.9
c ccc=cc=x ae=aaa ass -c camrca=n=caccacc==accc= c cc c c Dacca c r a c= e=coaaacc c = cc
25484 Seismic Design Report: 5/18/18 11:57am
ascaea--s-a-a-a---------- m=sc-em-c-c--- --------as-------=-----------
Building Data
Code
Length
Width
Left Eave Height
Right Eave Height
Seismic Formula
Base Shear, V
IBC 12
125:67
120.67
17.50
17.50
0.667•Ie`Fa`Ss+W/R
Vmin = 0.044'Sds*Ie{W
Vmax = Shc{Ie•W/(T°R)
T(Moment Frame) = 0.284
Shear Force, E = Omega;Rho*V
T(Braced Frame) = 0.176
Note: Applied load is seismic force multiplied by load combination
Fa*Ss = 0.128
Zone/Design Category= A
Ie = 1.000
S1 = 0.040
Shc = 0.064
Sds = 0.085
Seismic Dead Load, W
Frame Dead = 2.00 psf )
Roof Dead = 2.00 psf )
Collateral 8)= 3.00 psf )
Roof Total 7.00 psf ) weight= 106.15 k )
L EW Dead 2.00 psf ) Weight= 2.19 k )
E' SW Dead - 2.00 psf ) weight= 2.20 k )
R EW Dead = 2.00 psf ) Weight= 2.54 k )
B Sw Dead = 2.00 psf ) Weight= 2.37 k )
B EW Extend Total 5.00 psf ) Weight= 0.77 k )
B SW Extend Total = 5.00 psf ) Weight= 0.77 k )
Total = 116.97 k )
Seismic Forces
Roof Bracing
R = 3.00, Rho- 1.50, Omega= 1.00
Cs = 0.0285
W = 110.87 (k )
Force, V = 3.16 (k
Force, E = 4.73 (k )
Sidewall Bracing
Front R = 3.00, Rho= 1.50, Omega= 1.00
Cs = 0.0285
W = 116.84 (k )
Force, V = 3.33 (k )
Force, E = 4.99 (k )
Endwall Bracing
Left R = 3.00, Rho= 1.00, Omega= 1.00
Cs = 0.0285
W = 13.33 (k )
Force, V = 0.38 (k )
Force, E = 0.38 (k )
Right R = 3.00, Rho= 1.00, Omega= 1.00
Cs = 0.0285
W = 15.44 (k )
Force, V = 0.44 (k )
Force, E = 0.44 (k )
Rigid Frames
R = 3.00, Rho= 1.20, Omega= 1.00
Cs = 0.0285
Frame 1 W = 21.76 (k )
Force, V = 0.62 (k )
Force, E = 0.74 (k )
Frame 2 W = 22.94 (k )
Force, V = 0.65 (k )
Force, E = 0.78 (k )
End Plates
Frame R = 3.00, Omega= 1.00
Total Base Shear
Longitudinal
Force, V = 3.33 (k )
Transverse
Force, V = 3.33 (k )
r -
COMcheck Software Version 4.0.8.1
Envelope. Compliance Certificate
Project Information
Energy Code: 90.1 (2013) Standard PERMIT # A ` 3 2-3 4 _
Project Title: AEROLANE INDUSTRIES
Location: Sanford, Florida
Climate Zone: 2a
Project Type: Alteration
Construction Site:
600 AERO & 630 LANE
SANFORD, FL 32771
Owner/Agent:
GINO DELLACAVA
ACS CONSTRUCTION
682 JACKSON AVE.
WINTER PARK, FL 32789
Desi9 ner/Contractor. O F F' C E
ERIC KEES, P.E.
C4 ARCHITECTURE
135 W. CENTRAL BLVD
SUITE 340
ORLANDO, FL 32801
407-363-6136
EKEES@C4ARCHITECTURE.COM
Building Area Floor Area
1-Office: Nonresidential 3133
Envelope Assemblies
R-Value Proposed Max. Allowed
Post -Alteration Assembly Cavity Cont. U-Factor SHGC U-Factor SHGC
NORTH
Exterior Wall 1: Metal Building Wall, [Bldg. Use 1 - Office) 13.0 4.5 0.094 — 0.094 —
EAST
Exterior Wall 1 copy 1: Metal Building Wall, [Bldg. Use 1 - Office) 13.0 4.5 0.094 — 0.094 —
Envelope Compliance Statement
Compliance Statement: The proposed envelope alteration project represented in this document is consistent with the building
plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been
designed to meet the 90.1 (2013) Standard requirements in COMcheck Version 4.0.8.1 and to comply with any applicable
mandatory requirements listed in the Inspection Checklist.
ERIC L KEES, PE 07/20/2018
Name - Title Signature Date
Project Title: AEROLANE INDUSTRIES Report date: 07/20/18
Data filename: Q:\17291\dwgs\mech\CALCS\17291 COMCHECK.cck Page 1 of 16
COMcheck Software Version 4.0.8.1
Interior Lighting Compliance Certificate
Project Information
Energy Code: 90.1 (2013) Standard
Project Title: AEROLANE INDUSTRIESv
Project Type: Alteration
Construction Site: Owner/Agent: Designer/Contractor.
600 AERO & 630 LANE GINO DELLACAVA ERIC KEES, P.E.
SANFORD, FL 32771 ACS CONSTRUCTION C4 ARCHITECTURE
682 JACKSON AVE. 135 W. CENTRAL BLVD
WINTER PARK, FL 32789 SUITE 340
ORLANDO, FL 32801
407-363-6136
EKEES@C4ARCHITECTURE.COM
Allowed Interior Lighting Power
A B C D
Area Category Floor Area Allowed Allowed Watts
ft2) Watts / ft2 (B X C)
1-Warehouse: Medium/Bulky/Pallet Material Storage 11898 0.58 6901
2-Common Space Types:Office - Enclosed 3133 1.11 3478
Total Allowed Watts = 10378
Proposed Interior Lighting Power
A B C D E
Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D)
Fixture Fixtures Watt.
Warehouse: Medium/Bulky/Pallet Material Storage (11898 sa.ft.)
LED 2 copy 1: LED Panel 110W: 1 39 112 4368
Common Space Types:Office - Enclosed (1} 33 sq.ft.)
Linear Fluorescent 1: 48" T8 32W: Electronic: 1 2 32 64
LED 3: LED A Lamp 13W: 1 16 14 224
LED 2: LED Panel 36W: 1 29 36 1044
Total Proposed Watts = 5700
Interior Lighting Compliance Statement
Compliance Statement: The proposed interior lighting alteration project represented in this document is consistent with the
building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting
systems have been designed to meet the 90.1 (2013) Standard requirements in COMcheck Version 4.0.8.1 and to comply with
any applicable mandatory requirements listed in the Inspection Checklist.
ERIC L KEES, PE 07/20/2018
Name - Title Signature Date
Project Title: AEROLANE INDUSTRIES Report date: 07/20/18
Data filename: Q:\17291\dwgs\mech\CALCS\17291 COMCHECK.cck Page 2 of 16
COMcheck Software Version 4.0.8.1
Exterior Lighting Compliance Certificate86/1
Project Information
Energy Code:
Project Title:
Project Type:
Exterior Lighting Zone
Construction Site:
600 AERO & 630 LANE
SANFORD, FL 32771
Allowed Exterior Lighting Power
A
Area/Surface Category
90.1 (2013) Standard
AEROLANE INDUSTRIES
Alteration
2 (Light industrial area with limited nighttime use)
Owner/Agent: Designer/Contractor:
GINO DELLACAVA ERIC KEES, P.E.
ACS CONSTRUCTION C4 ARCHITECTURE
682 jACKSON AVE. 135 W. CENTRAL BLVD
WINTER PARK, FL 32789 SUITE 340
ORLANDO, FL 32801
407-363-6136
EKEES@C4ARCHITECTURE.COM
B C D E
Quantity Allowed Tradable Allowed Watts
Watts / Unit Wattage (B X C)
Total Tradable Watts (a) = 242
Total Allowed Watts = 842
Total Allowed Supplemental Watts (b) = 600
a) Wattage tradeoffs are only allowed between tradable areas/surfaces.
b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces.
Proposed Exterior Lighting Power
A B C D E
Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D)
Fixture Fixtures Watt.
Illuminated length of facade wall or surface (240 ft): Non -tradable Wattage
Entry canopy QA7 ft2): Tradable Wattage
Other door (not main entry) (9 ft of door width): Tradable Wattage
Total Tradable Proposed Watts = 0
Project Title: AEROLANE INDUSTRIES Report date: 07/20/18
Data filename: Q:\17291\dwgs\mech\CALCS\17291 COMCHECK.cck Page 3 of 16
COMcheck Software Version 4.0.8.1
Mechanical Compliance Certificate
Project Information
Energy Code:
Project Title:
Location:
Climate Zone:
Project Type:
Construction Site:
600 AERO & 630 LANE
SANFORD, FL 32771
90.1 (2013) Standard
AEROLANE INDUSTRIES
Sanford, Florida
2a
Alteration
Owner/Agent:
GINO DELLACAVA
ACS CONSTRUCTION a
682 JACKSON AVE.
WINTER PARK, FL 32789
Mechanical Systems List
Quantity System Type & Description
2 HVAC System 1
Heating: 1 each - Duct Furnace, Electric, Capacity = 10 kBtu/h
No minimum efficiency requirement applies
Cooling. 1 each - Split System, Capacity = 48 kBtu/h, Air -Cooled Condenser
Proposed Efficiency = 13.00 SEER, Required Efficiency: 13.00 SEER
Fan System: FAN SYSTEM 1 — Compliance (Motor nameplate HP method) : Passes
Designer/Contractor:
ERIC KEES, P.E.
C4 ARCHITECTURE
135 W. CENTRAL BLVD
SUITE 340
ORLANDO, FL 32801
407-363-6136
EKEES@C4ARCHITECTURE.COM
Fans:
FAN 1 Supply, Constant Volume, 1650 CFM, 0.8 motor nameplate hp, 0.8 fan efficiency grade
SYSTEM VERIFICATION REQUIRED.
Mechanical Compliance Statement
Compliance Statement. The proposed mechanical alteration project represented in this document is consistent with the building
plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been
designed to meet the 90.1 (2013) Standard requirements in COMcheck Version 4.0.8.1 and to comply with any applicable
mandatory requirements listed in the Inspection Checklist.
ERIC L KEES, PE 07/20/2018
Name - Title Signature Date
Project Title: AEROLANE INDUSTRIES Report date: 07/20/18
Data filename: Q:\17291\dwgs\mech\CALCS\17291 COMCHECK.cck Page 4 of 16
COMcheck Software Version 4.0.8.1
Inspection Checklist
Energy Code: 90.1 (2013) Standard
Requirements: 100.0% were addressed directly in the COMcheck software
Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
4.2.2,
5.4.3.1.1,
5.7
PR111
4.2.2,
6.4.4.2.1,
6.7.2
PR211
Plans and/or specifications provide all
information with which compliance
can be determined for the building
envelope and document where
exceptions to the standard are
claimed.
Plans, specifications, and/or
calculations provide all information
with which compliance can be
Idetermined for the mechanical
systems and equipment and
document where exceptions to the
standard are claimed. Load
calculations per acceptable
engineering standards and
handbooks.
Plans, specifications, and/or
calculations provide all information
with which compliance can be
determined for the electrical systems
and equipment and document where
exceptions are claimed. Feeder
connectors sized in accordance with
approved plans and branch circuits
sized for maximum drop of 3%.
OComplies :Requirement will be met.
Does Not
Not Observable
Not Applicable
OComplies .Requirement will be met.
ODoes Not
Not Observable
Not Applicable
OComplies :Requirement will be met.
ODoes Not
Not Observable
Not Applicable
4.2.2, ;Plans, specifications, and/or .00omplies ;Requirement will be met.
9.4.3, 9.7 :calculations provide all information :ODoes Not
PR411 with which compliance can be
determined for the interior lighting ;Not Observable
and electrical systems and equipment :Not Applicable ;
and document where exceptions to
the standard are claimed. Information :
provided should include interior • :
lighting power calculations, wattage of:
bulbs and ballasts, transformers and
control devices.
6.7.2.4 ; Detailed instructions for HVAC ;OComplies :Exception: Requirement does not apply.
PR511 :systems commissioning included on :ODoes Not
the plans or specifications for projects
50,000 ft2. ;Not Observable
Not Applicable
Additional Comments/Assumptions:
11 High Impact (Tier 1) JJHJ Medium Impact (Tier 2) 3 Low Impact (Tier 3)
Project Title: AEROLANE INDUSTRIES
Data filename: Q:\17291\dwgs\meth\CALCS\17291 COMCHECK.cck
Report date: 07/20/18
Page 5 of 16
section Footing / Foundation Plans Verified Field Verified
Inspection Value Value, Complies. Comments/Assumptions':
Re_ .ID
5.5.3.3 Below -grade wall insulation R- R- R- Complies ;See the Envelope Assemblies
IFO1] value. Does Not stable for values.
Not Observable ;
Not Applicable
5.5.3.5 Slab edge insulation R-value. R- R- Complies ;See the Envelope Assemblies
iFO3J2 Unheated ; Unheated Does Not table for values.
Heated ; Heated Not Observable ;
Not Applicable
5.5.3.5 Slab edge insulation ft ft Complies ;See the Envelope Assemblies
iFOS] depth/length. table for values. Does Not ;
Not Observable ;
Not Applicable
5.8.1.7 Exterior insulation protected Complies ;Requirement will be met.
FO6]1 against damage, sunlight, Does Not
moisture, wind, landscaping and Not Observable
equipment maintenance
activities. Not Applicable ;
5.8.1.7.3 Insulation in contact with the Complies ;Requirement will be met.
FO7]1 ground has <=0.3% water Does Not
absorption rate per ASTM C272. Not Observable ;
Not Applicable
6.4.3.7 Freeze protection and snow/ice Complies ;Exception: Requirement
FO9]3 melting system sensors for future Does Not -does not apply.
connection to controls. Not Observable '
Not Applicable
Additional Comments/Assumptions:
1 High Impact (Tier 1) f2 Medium Impact (Tier 2) 3 Low Impact (Tier 3)
Project Title: AEROLANE INDUSTRIES Report date: 07/20/18
Data filename: Q:\17291\dwgs\mech\CALCS\17291 COMCHECK.cck Page 6 of 16
Section jFraming /;Rough -In Inspectiorn Plans.VerifiedValue
Field Verified Complies? Comments/Assumptions
Re .ID Value
5.4.3.2 Factory -built and site assembled Complies ,Requirement will be met.
FR1)3 ifenestration and doors are Does Not
labeled or certified as meeting air
leakage requirements. Not Observable
Not Applicable
5.5.4.3a Vertical fenestration U-Factor., U- U- :Complies ;See the Envelope Assemblies
FRS)' o Does Not ;table for values.
Not Observable '
Not Applicable
5.5.4.3b Skylight fenestration U-Factor. U- U- ;Complies ;See the Envelope Assemblies
FR9]' Does Not ;table for values.
Not Observable
Not Applicable
5.5.4.4.1 Vertical fenestration SHGC value. ; SHGC: SHGC: ;Complies ;See the Envelope Assemblies
FR10)' Does Not ;table for values.
Not Observable '
Not Applicable
5.5.4.4.2 Skylight SHGC value. ; SHGC: SHGC: ;Complies :See the Envelope Assemblies
FR11)1 ODoes Not ;table for values.
Not Observable
Not Applicable
5.8.241; ; Fenestration products rated (U- DComplies :Requirement will be met.
5.8- 3; , factor, SHGC, and VT) in Does Not
5.8.2f4•.; accordance with NFRC or energy Not Observable5:8.ASi ,
FR12jz i
code defaults are used.
Not Applicable ;
S
5.8.2.2 Fenestration and door products Complies ; Requirement will be met.
FR13)1 are labeled, or a signed and Does Not
dated certificate listing the U-, Not Observable ' factor, SHGC, VT, and air leakage
rate has been provided by the Not Applicable ;
manufacturer.
5.5.3.6 U-factor of opaque doors ; U- U- ;DComplies ;See the Envelope Assemblies
FR14j?s : associated with the building;tableSwingingSwinging ;DDoes Not , for values.
thermal envelope meets Nonswinging
requirements. ;
Nonswinging ;Not Observable
DComplies
Not Applicable
5.4.3.1 Continuous air barrier is Requirement will be met.
FR15]' wrapped, sealed, caulked, Does Not
gasketed, and/or taped in an Not Observable ' approved manner, except in
semiheated spaces in climate Not Applicable ;
zones 1-6.
Additional Comments/Assumptions:
111 High Impact (Tier 1) 12 1Medium Impact (Tier 2) 13 1 Low Impact (Tier 3)
Project Title: AEROLANE INDUSTRIES
Data filename: Q:\17291\dwgs\mech\CALCS\17291 COMCHECK.cck
Report date: 07/20/18
Page 7 of 16
Section Mechanical Rough -In Plans Verified Field Verified Complies. Comments/Assumptions
6 Re .ID Inspection Value Value
6.4.1.4, HVAC equipment efficiency ; Efficiency: ; Efficiency: :Complies ;See the Mechanical Systems list
6.4.1.5 verified. Non-NAECA HVAC :ODoes Not for values.
ME1]2 equipment labeled as meeting Observable190.1.Not
Not Applicable
6.4.3.4.1 'Stair and elevator shaft vents Complies ;Exception: Requirement
ME3]3 have motorized dampers that ODoes Not :does not apply.
automatically close. Not Observable
Not Applicable
6.4.3.4.5 'Enclosed parking garage Complies :Exception: Requirement
ME39]3 :ventilation has automatic ODoes Not 'does not apply.
contaminant detection and Not Observable ; capacity to stage or modulate
fans to 50% or less of design Not Applicable
capacity.
6.4.3.4.4 ;Ventilation fans >0.75 hp have Complies ;Requirement will be met.
ME513 automatic controls to shut off fan Does Not
when not required. Not Observable
Not Applicable
6.4.3.8 ;Demand control ventilation Complies :Exception: Systems with a
ME6]' :provided for spaces >500 ft2 and ODoes Not :design outdoor airflow less
25 people/1000 ft2 occupant
density
than 1200 cfm. Not ObservableandservedbysystemsNotApplicable ; with air side economizer, auto
modulating outside air damper
control, or design airflow >3,000
cfm.
6.5.3.2.1 IDX cooling systems >= 75 kBtu/h Complies ;Requirement will be met.
ME40]2 65 kBtu/h effective 1/2016) ODoes Not
land chilled -water and See the Mechanical Systems list
evaporative cooling fan motor hp Not Observable for values.
ONotNot Applicable ; Ya designed to vary indoor
fan airflow as a function of load
and comply with operational
requirements.
6.4.4.1.1 :Insulation exposed to weather Complies :Requirement will be met.
ME7]3 :protected from damage. ODoes Not
Insulation outside of the Not Observableconditionedspaceandassociated
Iwith cooling systems is vapor Not Applicable ;
retardant.
6.4.4.1.2 HVAC ducts and plenums R- R- ;Complies ;Requirement will be met.
ME8]2 insulated. Where ducts or :ODoes Not
are installed in or under Not Observable ; Iplenumsaslab, verification may need to Not ApplicableoccurduringFoundation
Inspection.
6.4.4.1.3 HVAC piping insulation thickness.: in. in. ;Complies ;Requirement will be met.
ME9]2 Where piping is installed in or :ODoes Not
under a slab, verification may Not Observable , Sneed to occur during Foundation ; Not Applicable : Inspection.
6.4.4.1.4 ;Thermally ineffective panel Complies :Requirement will be met.
ME41]3 surfaces of sensible heating ODoes Not
panels have insulation >= R-3.5. Not Observable
Not Applicable
6.4.4.2.1 Ducts and plenums sealed based Complies ;Requirement will be met.
ME10)2 on static pressure and location. ODoes Not
Not Observable
Not Applicable ;
1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3)
Project Title: AEROLANE INDUSTRIES Report date: 07/20/18
Data filename: Q:\17291\dwgs\mech\CALLS\17291 COMCHECK.cck Page 8 of 16
Section Mechanical Rough -In Plans Verified Field Verified Complies. Comments/Assumptions
6 Re .ID Inspection Value Value
6.4.4.2.2 Ductwork operating >3 in. water Complies :Exception: Requirement
ME11)3 ;column requires air leakage Does Not does not apply.
i g. testinI Not Observable ;
Not Applicable
6.5.2.3 ' Dehumidification controls Complies :Exception: Cooling capacity
ME19]3 provided to prevent reheating, Does Not 80 kBtu/h and capability to
retooling, mixing of hot and cold Not Observable :unload cooling equipment. airstreams or concurrent heating
and cooling of the same Not Applicable
airstream,
6.5.2.4.1 ;Humidifiers with airstream Complies ;Exception: Requirement
ME68]3 ;mounted preheating jackets have Does Not :does not apply.
preheat auto -shutoff value set to Not Observable ; activate when humidification is
Not Applicable ; not required.
6.5.2.4.2 ;Humidification system dispersion Complies ;Exception: Requirement
ME69)3 tube hot surfaces in the Does Not ;does not apply.
airstreams of ducts or air -
handling units insulated >= R- Not Observable
0.5. Not Applicable
6.5.2.5 :Preheat coils controlled to stop Complies !Requirement will be met.
ME70]3 heat output whenever Does Not
mechanical cooling, including Not Observableeconomizeroperation, is active.
Not Applicable !
6.5.3.5 Motors for fans >= 1/12 hp and Complies :Requirement will be met.
ME72)2 1 hp are electronically- Does Not
Ecommutated motors or have a Not Observable , minimum motor efficiency of
70%. These motors are also Not Applicable
speed adjustable for either
balancing or remote control.
6.5.3.3 :Multiple zone VAV systems with Complies ;Exception: Requirement
ME42]3 :DDC of individual zone boxes Does Not does not apply.
have static pressure setpoint
reset controls. Not Observable :See the Mechanical Systems list
Not Applicable ;for values.
6.5.4.2 ;HVAC pumping systems >10 hp Complies ;Exception: Minimum flow is
ME25)3 designed for variable fluid flow. Does Not :less than required for proper
Not Observable :operationnion and pump power
p
Not Applicable
6.5.6.1 ; Exhaust air energy recovery on Complies :Exception: Requirement
ME56]1 :systems meeting Tables 6.5.6.1- Does Not :does not apply.
1, and 6.5.6.1-2. Not Observable '
Not Applicable
6.5.7.1.1 Kitchen hoods >5,000 cfm have Complies ;Exception: Requirement
ME32)2 make up air >=50% of exhaust Does Not ;does not apply.
air volume: Not Observable :
ONot Applicable
6.5.7.1.2 Conditioned supply air to space Complies ;,Exception: Requirement
ME46)3 with a kitchen hood shall not Does Not does not apply.
exceed the greater of a) supply Not Observableflowrequiredtomeetspace
heating or cooling, or b) hood Not Applicable
exhaust flow minus the available
air transfer from available
spaces.
1 JHigh Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3)
Project Title: AEROLANE INDUSTRIES Report date: 07/20/18
Data filename: Q:\17291\dwgs\mech\CALCS\17291 COMCHECK.cck Page 9 of 16
Section - Mechanical. Rough -In. Plans Verified Field Verified Complies? Comments/Assumptions
Re .ID Iripecti'on' Valuest , Value
6.
5.7.1.5 Approved field test used to Complies :Exception: Requirement ME49]
3 evaluate design air flow rates Does Not :does not apply. and
demonstrate proper capture Not Observable ; andcontainmentofkitchenexhaust
systems. Not Applicable ; 6.
5.8 1 spaces that are Complies ;,Exception: Requirement ME34.]
2 heated use only radiant heat. Does Not :does not apply. JUnenclosedNotObservableNot
Applicable 6.
5.9 Hot gas bypass limited to: <=240 Complies :Requirement will be met. ME35]'
kBtu/h - 15% >240 kBtu/h - 10% Does Not Not
Observable ' Not
Applicable 6.
4.3s9 Heating for vestibules and air Complies :Exception: Requirement ME6'
12 curtains include automatic Does Not does not apply. l
1controls that shut off the heating Not Observable : systemwhenoutdoorairtemperatures >
45F. Vestibule Not Applicable ; heating
systems controlled by a heatingin
the vestibule with setpoint <=
60F. 6.
5.10 Doors separating conditioned Complies ;Requirement will be met. ME73]
3 space from the outdoors have Does Not controls
that disable/reset heating
and cooling system when Not Observable open.
Not Applicable ; Additional
Comments/Assumptions: 111
High Impact (Tier 1) 12 1 MediumImpact (Tier 2) 13 1 Low Impact (Tier 3) Project
Title: AEROLANE INDUSTRIES Report date: 07/20/18 Data
filename: Q:\17291\dwgs\mech\CALCS\17291 COMCHECK.cck Page 10 of 16
Secilon s
Rou:4_h_In Electrical Insnectlon Complies? C-omments/A-ssumptions JW,*
8.4.2 At least 50% of all 125 volt 15- and 0Complies ;,Requirement will be met.
isL1U] 20-Amp receptacles are controlled by ODoes Not
an automatic control device. 0Not Observable:
ONot Applicable
9.4.1.1 Automatic control requirements Complies ;Requirement will be met.
I - prescribed in Table 9.6.1, for the ODoes Not
appropriate space type, are installed. Not ObservableMandatorylightingcontrols (labeledas 'REQ') and optional choice controls ONot Applicable ;
labeled as'ADD1' and'ADD2') are o;
implemented.
9.4.1.1 Independent lighting controls installed :Complies !Requirement will be met.
6L2J per approved lighting plans and all ODoes Not
manual controls readily accessible and Not Observablevisibletooccupants.
ONot Applicable ;
9.4.1.2 Parking garage lighting is equipped Complies ;Exception: Requirement does not apply.
iELll]' with required lighting controls and ODoes Not
daylight transition zone lighting. 0Not Observable:
ONot Applicable
9.4.1.1f Daylight areas under skylights and Complies ;Exception: Requirement does not apply.
EL13]1 roof monitors that have more than ODoes Not
150 W combined input power for ONot ObservablegenerallightingarecontrolledbyONotApplicablephotocontrols.
9.4.1.3 Separate lighting control devices for Complies :Requirement will be met.
EL4)1 specific uses installed per approved Oboes Not
lighting plans. 0Not Observable',
ONot Applicable
9.6.2 Additional interior lighting power Complies :Requirement will be met.
EL811 allowed for special functions per the ODoes Not
approved lighting plans and is 0Not Observable: automatically controlled and
separated from general lighting. ONot Applicable
1U.4.1 Electric motors meet requirements Complies :Requirement will be met.
iEL9J' where applicable. ODoes Not
ONot Observable
ONot Applicable
Additional Comments/Assumptions:
1 IHigh Impact (Tier 1) 101 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3)
Project Title: AEROLANE INDUSTRIES
Data filename: Q:\17291\dwgs\mech\CALCS\17291 COMCHECK.cck
Report date: 07/20/18
Page 11 of 16
Section
Insulation Inspection Plans Verified
Value
Field Verified
Value
Complies? Comments/Assumptions
Re .ID
5.5.3.1 :Roof R-value. For some ceiling ; R- ; R- :Complies ;See the Envelope Assemblies
IN2)1 ;systems, verification may need to: Above deck ; Above deck ;Does Not :table for values.
occur during Framing Inspection. Metal Metal ;Not Observable
Attic Attic :ONot Applicable
5.5.3.2 :Above -grade wall insulation R- R- : R- ;Complies ;See the Envelope Assemblies
IN6)1 value. ; Mass ; Mass :0Does Not ;table for values.
Metal ; Metal ;Not Observable ;
Steel Steel :ONot Applicable
Wood Wood
5.8.1.2 ;Above -grade wall insulation Complies ;Requirement will be met.
IN7)1 ;installed per manufacturer's Does Not
instructions. ONot Observable ;
ONot Applicable
5.5.3.4 !' Floor insulation R-value. R- : R- :Complies :See the Envelope Assemblies
IN8]2 E ; Mass ; Mass :ODoes Not table for values.
1 ; Steel ; Steel :0Not Observable ;
Wood ; Wood :ONot Applicable
5.8.1.1 :Building envelope insulation is Complies ;Requirement will be met.
IN10)2 Ilabeled with R-value or insulation Does Not
certificate has been provided Not ObservablelistingR-value and other relevant
data. Not Applicable ;
5.8.1.9 ;Building envelope insulation Complies ;Requirement will be met.
IN18)2 :extends over the full area of the Does Not
component at the proposed rated
R or U value. ONot Observable ;
ONot Applicable
5.8.1.4 Eaves are baffled to deflect air to Complies :Requirement will be met.
IN11)2 Eabove the insulation. Does Not
EONot Observable
ONot Applicable ;
5.8.1.5 Ilnsulation is installed in Complies :Requirement will be met.
IN12)2 substantial contact with the Does Not
inside surface separating Not Observable : Econditioned space from
ii unconditional space. ONot Applicable ;
5.8.1.6 Recessed equipment installed in Complies ;Requirement will be met.
IN13]2 .building envelope assemblies Does Not
does not compress the adjacent ONot Observable : insulation.
ONot Applicable
5.8.1.7.1 'Attics and mechanical rooms Complies ;Requirement will be met.
IN15)2 Ehave insulation protected where Does Not
adjacent to attic or equipment ONot Observablelaccess. ONot Applicable ;
5.8.1.7.2 'Foundation vents do not interfere Complies :Requirement will be met.
IN16]2 with insulation. Does Not
Not Observable
ONot Applicable ;
Additional Comments/Assumptions:
111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3)
Project Title: AEROLANE INDUSTRIES Report date: 07/20/18
Data filename: Q:\17291\dwgs\mech\CALCS\17291 COMCHECK.cck Page 12 of 16
111 High Impact (Tier 1) 2 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3)
Project Title: AEROLANE INDUSTRIES Report date: 07/20/18
Data filename: Q:\17291\dwgs\mech\CALCS\17291 COMCHECK.cck Page 13 of 16
tion. . . JEST-c
FInaIII speation Complies? Comments/Assumptions ;.
5.4.3.3 Weatherseals installed on all loading Complies ; Exception: Requirement does not apply.
Fill' dock cargo doors in Climate Zones 4- Does Not
Not Observable;
Not Applicable
6.4.3.1.2 Thermostatic controls have a 5 OF Complies ;Requirement will be met.
FI3]3 deadband. Does Not
Not Observable
ONot Applicable ;
6.4.3.2 Temperature controls have setpoint Complies ;Requirement will be met.
F120)3 overlap restrictions. Does Not
ONot Observable:
ONot Applicable
6.4.33.1 HVAC systems equipped with at least Complies ;Requirement will be met.
FI21)3 one automatic shutdown control.:ODoes Not
Not Observable:
ONot Applicable
6.4.3.3.2 Setback controls allow automatic Complies ;Requirement will be met.
F122]3 restart and temporary operation as Does Not
required for maintenance. Not Observable
ONot Applicable
6.4.3.6 When humidification and Complies ;Requirement will be met.
FI6]3 dehumidification are provided to a Does Not
zone, simultaneous operation is
prohibited. Humidity control prohibits Not Observable
Ithe use of fossil fuel or electricity to ONot Applicable ;
produce RH > 30% in the warmest
zone humidified and RH < 60% in the
coldest zone dehumidified.
6.7.2.1, Furnished HVAC as -built drawings Complies :Requirement will be met.
F17]3 submitted within 90 days of system ODoes Not
acceptance. Not Observable:
ONot Applicable
6.7.2.2 • Furnished O&M manuals for HVAC Complies ; Requirement will be met.
FI8]3 systems within 90 days of system ODoes Not
acceptance. Not Observable:
ONot Applicable
6.7.2.3 An air and/or hydronic system Complies ;Exception: Requirement does not apply.
FI9]1 balancing report is provided for HVAC ODoes Not
systems serving zones >5,000 ft2 of Observable, conditioned area. Not
ONot Applicable ;
6.7.2.4 HVAC control systems have been Complies :Requirement will be met.
FI10)1 tested to ensure proper operation, ODoes Not
calibration and adjustment of controls. ONot Observable:
ONot Applicable
8.7.1 Furnished as -built drawings for BComplies ;Requirement will be met.
FI16)3 electric power systems within 30 days ODoes Not
of system acceptance. Not Observable;
ONot Applicable
8.7.2 Furnished O&M instructions for OComplies :Requirement will be met.
FI17)3 systems and equipment to the ODoes Not
building owner or designated ONot Observablerepresentative. ONot Applicable ;
1 High Impact (Tier 1) 11BI Medium Impact (Tier 2) 13 1 Low Impact (Tier 3)
Project Title: AEROLANE INDUSTRIES Report date: 07/20/18
Data filename: Q:\17291\dwgs\mech\CALCS\17291 COMCHECK.cck Page 14 of 16
9.2.2.3 ; Interior installed lamp and fixture VComplies ;See the Interior lighting fixture schedule for values.
FI18]1 lighting power is consistent with what :Does Not
is shown on the approved lighting
plans, demonstrating proposed watts ;Not Observable
are less than or equal to allowed ;Not Applicable
watts.
Elevators are designed with the ;[]Complies :Exception: Requirement does not apply. Tproper lighting, ventilation power, and :Does Not
standby mode. ' Not Observable
Not Applicable
Additional Comments/Assumptions:
1 I High Impact (Tier 1) IMI Medium Impact (Tier 2) 3 Low Impact (Tier 3)
Project Title: AEROLANE INDUSTRIES Report date: 07/20/18
Data filename: Q:\17291\dwgs\mech\CALCS\17291 COMCHECK.cck Page 15 of 16
Project Title: AEROLANE INDUSTRIES Report date: 07/20/18
Data filename: Q:\17291\dwgs\mech\CALCS\17291 COMCHECK.cck Page 16 of 16
City of Sanford
Revision 18 Building & Fire prevention Division
Response to Comments p,UG 1 fi 20 Ph: 407.688.5150 F 4sanford.5152
Email: building@sanfOrdtl.gov
Submittal Date
u
Permit #
Project Address:
LIATZA l`
Contact*
Ph:.ry Fax: •_
Email:
R
Trades encompassed in revision:
wilding
19' Plumbing
Q" Electrical
Mechanical
Life Safety
Waste Water
General description of revision:
ROUTING INFORMATION
DarApprovals
tment
Utilities
Waste
Water Planning
Engineering
Fire
Prevention 0
Building
re--Ene- a+YV,4
Revision O City of Sanford
Response to Comments AUG 16 2018 Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # I `t5Submittal Date I ` 00 Project
Address: l.- U y AR Contact:
CS a> Y l ff) anr yA `1 ePh: -
i i Q O-I Fax: Email:
S,4f-zlhQ AGS Ca-5tatc+an l IYAC Trades
encompassed in revision: L`
Building Ltd"
Plumbing Electrical
Mechanical
Life
Safety Waste
Water Department
Utilities
5--'Waste Water Planning
Engineering
Fire
Prevention 0
Building General
description of revision: ROUTING
INFORMATION Approvals
CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION
FIRE PLAN REVIEW SERVICE FEES
PHONE: 407.688.5052
FAX: 407.688.5051
DATE: % 3! 115 PERMIT NUMBER:
BUSINESS/PROJECT NAME:
ADDRESS: -roo+-
CONTACT NAME: PHONE:
ir•3 lw
PLAN REVIEW INFORMATION
CONSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER []HOOD [ ]PAINT BOOTH [)TANK
DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO
ItTOTALFEES: 7s's s'
ARCHITECTURE
C+Arc6iteeturo, L.L.C.
155 W. Central E>Ivd.
rjuite 5+0
Orlando, Florida 5ZOO I p +
07-565,6156 AAZ6001
O9 August
14, 2018 City
of Sanford Building Division P.
O. Box 1788 Sanford,
Florida 32771 Job #
17291 Permit
Number: 18-3234 To
Whom It May Concern: This
document is in response to the code comments received. The code comments are addressed
on plans attached and response is listed below: CITY
COMMENTS: Architectural.
Comment:
Architectural — Cannot locate any occupancy load calculations. Response:
Please see page A201 for occupancy load calculations. Plumbing (
Architectural): Comment:
Plumbing — Cannot locate any required / provided plumbing fixture calculations. Response:
Please see page A201 for plumbing fixture calculations. Structural.
Comment.
Structural — Submit two site specific Florida Product Approvals or Miami Dade County
Notice of Acceptance for all exterior windows, doors and storefront systems.
Response:
Florida Product approvals to be submitted by contractor. Electrical:
Comment:
Electrical — Sheet 202. No three phase KVA formula for sizing service conductors.
Response:
Please see Electrical Drawings. Respectfully,
Clark
M. Stranahan, AIA, NCARB Florida
License #91246 Cc:
file or-
M.
STRgNq '9
AR91246 ;
V 08/
14/18 S
FRED
ARG
s
CITY OF AUG 3 0 1016
ANFORD PERMIT APPLICATION
BUILDING DIVISION
Application No: ( k 3P 3
l
Documented Construction Value: $_ coDocumented
Job Address: Historic District: Yes No[-]
Parcel ID: Residential Commercial
Type of Work: New 09 Addition Alteration Repair Demo Change of Use Move
n .
Description of Work: V 1'—" V1 1
Plan Review Contact Person:
Phone: Fax:
Name
Street:
City, State Zip:
Email:
Property Owner Information
Phone:
Title:
Resident of property?:
Contractor Information
e'-"t
Name I.--
t `
Phone:
Street: otog wr x ye—• [ Fax: q0 ' e e _ "1 o t i
City, State Zip: LOt n-e PQ rzKFL , 3Q1789 State License No.: CFC'_ 1 L 9cQ/,0
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance ofa permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand
that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners,
etc.
FBC 105.3 Shall be inscribed with the date ofapplication and the code in effect as of that date: 6ib Edition (2017) Florida Building Code
NOTICE: In addition to the requirements ofthis permit, there may be additional restrictions applicable to this property that may be found in the public
records of this county, and there may be additional permits required from other governmental entities such as water management districts, state
agencies, or federal agencies.
Acceptance ofpermit is verification that 1 will notify the owner of the property ofthe requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured offthe executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be
done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date Signature of Contractor/Agent Da
Print Owner/Agent's Name Print
8.3c), )-%,
Signature of Notary -State of Florida Date I 1 pB Date
MY COMMISSIONit
ExPIREyyS::M,yatc ets
Owner/Agent is Personally Known to Me or c or gent is Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: - Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Fire Alarm Permit: Yes []No
WASTE WATER:
BUILDING:
i
rcuc CITY OF
Vim: o
a BUILDING DIVISION
PERMIT APPLICATION
Application No: ' 3 I +
Documented Construction Value: $
job Address: &00 Aeco L n Historic District: Yes No[4---
Parcel ID: d Co - I J "3O - 5A E - I zl013 - 0010 O Residential Commercial Q
Type of Work: New [ddition Alteration Repair Demo El Change of Use Move
Description ofWork: grotnd LL12 b U" 1 d O Lt T o
U
Plan Review Contact Person: Ot.tc Soe Yl c e Tides hi r L r
Phone:9OcI - a Lis -90( 7 Fax: NIA Email: oU Q
Property Owner Information
Name be Ma b t'±Y%,e- Phone: y
Street: SO 1 Ade S-Fc 313 Resident of property?:
City, State Zip: ,1 o r k_ 1= 3 a -g9
Contractor Information
Name I er+t' i c Go,-+,r-, ^ `k f7LPhone: y 0`7 -g01- O 1 aCc
T
Street: oZ H 3 N .Te. X eS A ye- . Fax: Al
City, State Zip: i rd O 3 oa 105 State License No.: EC 130o a S 7 -7
Name:
Street:
City, St, Zip:
Bonding Company: /V L k
Address:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender. k
Address: PO BmI 9110370 Z40414 l 12 3a7 7
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT
Application ishereby made to obtain a permit to do the work and installations as indicated. 1 certify that no workor installation has commenced priortotheissuanceofaPermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand
that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners,
etc.
FBC'1053 Shall be inscribed with the date ofapplication and the code in effect as of that date: 61, Edition (2017) Florida Building Code
NOTICE: In addition to the requirements ofthis permit, there maybe additional restrictions applicable to this property that maybe found in the public
records of this county, and there may be additional permid required from other governmental entities such as water management districts, state
agencies, or federal agencies.
Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual concoction valuewillbefiguredbasedonthecurrentICCValuationTableineffectatthetimethepermitIsissued, inaccordance with local ordinance. Should calculated
charges figured offthe executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be
done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature ofNotary -State of Florida Date
8 3/ )$
Signature of ractor/Agent Date
61 e yt, .J<5C<A a r,
Print Contractor/Agent's Namy _ /
N
JOANHE CENTORE
Q Public • State of Florida
of Notary -State of
a MyCOZ. Expires Oct 1, 2018
Commission # FF 164736
r w IhtOttpN National NoletY AM
Owner/Agent is Personally Known to Me or Contractor/Agent is t==-10r'rsonally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes [I No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
COMMENTS:
1 alai rro11111111111 1111111111 fill allN
THIS INSTRUMENT PREPARED BY:
Nama: Sarah MarImM
Address: 501 N Orendo Ave.to 313 PMB
V&ftr Park FL 32789
NOTICE OF COMMENCEMENT
Permit Number.
GRANT NALOYr SENINOLE COUNTYCLERKOFCIRCUITCOURTbCOMPTROLLER
SK 9060 Ps IS (IPas)
CLERK'S C 2018006326
RECORDED 01/18/2018 11:37s00 AM
RECORDING FEES $10.00
RECORDED BY hdevore
P111061 ID Number. 26-19-30-SAE-1400MO
Me tndenlgned hereto ads no0ce that b vwmmen will be made to canalnred party. and Inaccordance with Chapter 713. Florida SWUM Ito
folowIrg Information Is provided In thb Notice of Commeranenl.
1, DESCRIPTION OF PROPERTY: (Legd dewlption of the promly and alreal address a avdlable)
l GENERAL DESCRIPTION OF tMPROVEMENr..
Ground Up Build Out of Commercial BuOdinA
3. OWNER INFORMATIONOR LESSEE INFORMATION IF THE LESSEE CONTRACTED FORTHE IMPROVEMENT:
Name and sddress• DeMebry Holdings Inc 501 N Orlando Ave SuHe 313 PMB 216 Winter Park FL 32789
IneroslInproperyr Owner
Fee Simple Title Holder (Nother Dun owner Noted above) Name*
Address:
e. CONTRACTOR: Nome: ACS Construction, Inc Phone Number: 407-028-5552
Adams: 501 N Orlando Ave Suite 313 PMB 216 Winter Park FL 32789
SURETY (if appllabb. a copy ofthe payment bond Is attached): N•^M
AAdreas — Amountof Bond: a
LENDER Name: First Colony Bank Phone Number: Address:
PO Box 940370 Maldend FL 32794-0370 T.
Persons wahln tiro State of Florida Designated by owner upon whom nodes or other documents may be served as Provldod by Sft"Wn713.
13(1)(a)7., Flonds Statutes. Nero:
Mark Zieberth Phone Number 407-937-2291 Ass,•
PO Box 940370 Meidand FL 32794-0370 a
In addWL Ownerdedpnotes of to
roe" a copyof theUenols Notice as proMed In Section 713.13(t)(b). Fields Statutes. Phone number: A
FxpbaOon Date of Notice of Commenceend (Rts expiration Is 1 year bum date of reoordrtp ueew a dlkre d ante Is speAed) WARNING
TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713. PART 1. SECTION 713.13. FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOSSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
OOMMENO OR RECORDING YOUR NOTICE OF COMMENCEMENT. 7T
Gino DellaCava t&
pw.dowe.un..ws a r.' km wa 1 aannw
orre.enweeevtrrarwo.l 813110
of fl t;'Yl d l t County of ] The
foregoleg bubwn*nl was w*Aawadged before me this1 T 1 day Of MUL by
C 1 n n Q
f (iW L Who Is personally Mown ma 04R rawrd•.
rm.erae.urw. a—
has Produced IdentIfkstIon D I pe of IdeMlllatlon produced: SARAN
MARINEU.I 10"
y Pubtle - $bl• of florbe Conim8loe •
FF 9e19311 My
Corals. Expbn Apr Sb, tgt0
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100006
BUILDING APPLICATION #: 18-10000630
BUILDING PERMIT NUMBER: 18-10000630
I - 3 '(-t
1)341,5/[P,7a
DATE: July 26, 2018
s v31
UNIT ADDRESS: AERO LANE 600 26-19-30-5AE-140B-0000
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: DE MABRY HOLDINGS INC
ADDRESS: 501 N ORLANDO AVE STE 313 WINTER PARK FL 32789
LAND USE: WAREHOUSE W/OFFICE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 600 AERO LANE / AEROLANE INDUSTRIES /
WAREHOUSE W/OFFICE
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE
ROADS-ARTERIALS CO -WIDE ORD
Warehousing* 358.00 13.401 1000gsft 4,797.55ROADS -COLLECTORS CO -WIDE ORD
Warehousing* 00 13.401 1000gsft 00ROADS -ARTERIALS CO -WIDE ORD
Office < 100K Square Feet 1,545.00 1.603 1000gsft 2,476.63ROADS -COLLECTORS CO -WIDE ORD
Office < 100K Squarre Feet 00 1.603 1000gsft 00FIRERESLIBRARYN/A 00
SCHOOLS N/A 00
PARKS N/A 00
LAW ENFORCE N/A 00
DRAINAGE N/A 00
PERSONS ARE ADVISED THAT THIS
AMOUNT DUE 7,274.18
SEMINOLE COUNTY
IS A
ROAD, FIRE/RESCUE,
STATEMENT OF FEES DUE UNDER THE
LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHAN
CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. OCOPIESOFRULESGOVERNINGAPPEALSMAYBEPICKEDUP, OR REQUESTED,
FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOTISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE
Revision O 2018ResponsetoCommentsOAUG16
P,d 2
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
a3 1 Submittal Date
0 1UU,
Permit #
Project Address: S "
G YZt
Contact:
V
Fax:
Ph:
Email: a. cAGs .GYlYU G`( m C COO
Trades encompassed in revision:
M/Building
ID/Piumbing
9 Electrical
Mechanical
Life Safety
Waste Water
Department
Utilities
Waste Water
PPlanning
Engineering
Fire Prevention
0 Building
General description of revision:
ROUTING INFORMATION
approvals
Job Addre
Parcel ID:
Type of W
CITY OF SANFORD
BUILDING & FIRE PREVENTION
JUL 2 2 PERMIT APPLICATION
Application No:
2
Documented Construction Value:$
Historic District: Yes No
Residential Commercial ["1
i) Change ofUse Move
Description of Work: ' p ,%.J COnSfiruG-h• GY1 ,_ n. I 1 ,3l 1; { A CR..c•-I- 6 --ff
Plan Review Contact Person: _ 5eln l kn. (Imko ,t ll Title: r+Am;) F'-q_L6 .
Phone: Fax: Email:. S•((h + Cc sC. enrccGd c'I'11 1 C LG 1
Property Owner Information
Name De M6(G Inc— Phone: 46-- ,2
Street: { 8l1 i-e- 1.,Resitle rl'cif'ifi?;.<'."` .`• .,...
City, State Zip;I,.11%1't'%A 1'
1.4 .11H,t r. f:a>a
i r '
i'L 1
t. 3ul J,. CC t:•. i L. ire Contractor yY
Informatio'hk',
hf.
ra zu60.3
Name L Q L . y '•' -
Street: al 1q , ix i md,?) l -1 318 P067A lO Fax:
City, State Zip: kkl in 4aK 6 I/L fl-, 5M6Pf'1 State License No.:
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company:
Address:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit• and that all work will be performed to meet standards ofall laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 1053 Shall be inscribed with the date of application and the code in effect as of that'datc: 50' Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner ofthe property ofthe requirements ofFlorida Lien Law, FS 713.
The City of Sanford requires payment ofa plan review fee at the time ofpermit submittal. A copy ofthe executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time ofsubmittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value;
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the -foregoing information is accurate and that all work will
be done in cmp' i ee with all applicable laws regulating construction dz7n
Signgture ofOwner/Agent Date sign6ture of Contractor/Agent Date
PriDL0wntr1AP,enVs Name Print Contractor/Agent's Name
0
Notary teo at t lgrmtbrfofNotsry-S o
SARAN MARINELLI • ^'SARAN MARINELLINotaryPublic . State Florida33fNolaryPublic - State o1 Florida 's? Commissbn N FF 981937o1 r
E COmmlSSlon I FF 981937 a • My Comm. Ex3,a t, •° Mr Comm. Expires Apr 30.2020 pIrei pAr 30. Z020
Owner/Agent is Contractor/Agent is
Produced ID Type of ID - Produced ID Type ofID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical PlumbingEl Gas Roof El
Construction Type: Occupancy Use:
Total Sq Ft of Bldg:
Flood Zone:
Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS:
COMMENTS:
ZONING: S Z / S UTILITIES: WASTEWATER:
ENGINEERING: rkld2n to .FIRE: BUILDING:
Revised: June 30, 201 S Permit Application
INSPECTION SEQUENCE
BP# 18-2376
ADDRESS: 2986 Sanford Avenue
GA EAR 4
Min Max Inspection Description
Gas Underground Piping
10 Gas Rough -In
1000 Gas Final
Medical Gas Rough -In
Medical Gas Final
1
r Max Inspection Description
Hood S stem Rough
Hood System Insulation
Light/Water Test Ck Welds
Hood System Final
UU LNG E-Im11
Min Max Inspection Description
Roof Dry -In
Final Roof
REVISED: June 2014
INSPECTION SEQUENCE
BP# 18-3234
ADDRESS: 600 Aero Lane
BUILDING PERMIT
Min Max Inspection Description
10 Footer / Setback
Stemwall
10 Slab / Mono Slab
20 Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
30 Frame
40 Insulation Rough
Firewall Screw Pattern
50 Drywall / Sheetrock
Lath Inspection
Building Ceiling Air Barrier
Insulation Roof Com'l)
Building Ceiling Grid
Final Roof
Final Stucco / Siding
Final Insulation
Final Firewall
Final Door
Final Window
Final Utility Building
Final Screen Structure
Final Pool Screen Enclosure
Pre -Demo
Final Demo
Final Single Family Residence
1000 Final Commercial —
Final Commercial — Addition / Alteration
Final Commercial — Change of Use
Final Building (Other)
ELECTRICAL PERMIT
Min Max Inspection Description
10 Electric Underground
Footer / Slab Steel Bond
Electric Ceiling Rough
Electric Wall Rough
20 Electric Rough
Pre -Power Final
Temporary Pole
1000 Electric Final
KUMB11 R 1T
Min Max Inspection Description
Rough Plumb
10 Plumbing Underground
20 Plumbing 2"d Rough
Plumbing Tubset
Plumbing Sewer
Plumbing Grease Trap Rough
Plumbing Steam / Chill Water Rough
1000 Plumbing Final
F,` 4GHANICAL PERMIT
Min Max Inspection Description
10 Mechanical Rough
Mechanical Fire Damper Framing
Mechanical Ceiling Rough
Mechanical Fire Damper Annular Space
Mechanical Insulation Wrap
Mechanical Fire Damper Angle
Light / Water Test Ck Welds
Mechanical Grease Duct Wrap
1000 Mechanical Final
REVISED: June 2014
AGREEMENT
AGREEMENT BETWEEN OWNER AND CONTRACTOR
for use when a stipulated price forms the
basis of payment and to be used only
with the General Conditions of the Contract
THIS AGREEMENT made on.the 2 day of July in the year two thousand and
Eighteen •
BY AND BETWEEN
DeMabry Holdings, Inc.
hereinafter called the "Owner"
AND
ACS Construction, Inc.
hereinafter called the "Contractor"
WITNESSETH: that the Owner and Contractor undertake and agree as follows:
ARTICLE A -I THE WORK
The Contractor shall:
a) perform all the Work required by the Contract Documents for _600 Aero Lane_which
have been signed in triplicate by both the parties,
b) do and fulfil everything indicated by this Agreement, and
c) commence the Work by the I day of September , 20 18 and substantially
perform the Work of this Contract as certified by the Engineer/Architect by the day of
20
d) The "Engineer/Architect" is the person designated as such from time to time by the Owner.
Re -Issued December 2010 - I - Contracl.doc
ARTICLE A-2 CONTRACT PRICE
THE CONTRACT PRICE IS S 350,000.00
AGREEMENT
HST INCLUDED) Canadian funds which price shall be subject to adjustments as
may be required in accordance with the General Conditions of the Contract.
ARTICLE A-3 PAYMENT
a) Subject to applicable legislation and, where such legislation does not exist or apply, in
accordance with such prescribed regulations or industry practice respecting holdback
percentages and in accordance with the provisions of the General Conditions of the Contract,
the Owner shall:
1) make monthly payments to the Contractor on account of the Contract Price. The
amounts of such payments shall be as certified by the Engineer/Architect; and
2) upon Substantial Performance of the work as certified by the Engineer/Architect
pay to the contractor any unpaid balance of holdback monies then due; and
3) upon Total Performance of the Work as certified by the Engineer/Architect pay to
the contractor any unpaid balance of the Contract Price then due.
b) If the Owner fails to make payments to the Contractor as they become due under the terms of
this Contract or in any award by a court, interest at the rate and in the manner specified in
GC21-Certificates and Payments, shall become due and payable until payment. Such interest
shall be calculated and added to any unpaid amounts monthly.
ARTICLE A-4 ADDRESSES FOR NOTICES
All communications in writing between the parties or between them and the Engineer/Architect shall
be deemed to have been received by the addressee if delivered to the individual or to a member of the
firm or to an officer of the Corporation for whom they are intended or if sent by post or by facsimile
addressed as follows:
2-
Ow
The Owner at:
The Contractor at:
The Engineer/Architect at:
ARTICLE A-5 SUCCESSION
DeMabry Holdings, Inc.
501 N Orlando Ave, Suite 313 PMB 216
Winter Park, FL 32789
ACS Construction, Inc
501 N Orlando Ave, Suite 313 PMB 216
Winter Park, FL 32789.
C4 Architecture
AGREEMENT
The General Conditions of the Contract hereto annexed, and all other aforesaid Contract Documents,
are all to be read into and form part of this Agreement and the whole shall constitute the Contract
between the parties and subject to law and the provisions of the Contract Documents shall ensure to the
benefit of and be binding upon the parties hereto, their respective heirs, legal representatives,
successors and assigns.
IN WITNESS WHEREOF the parties hereto have executed this Agreement under their respective
corporate seals and by the hands of their proper officers hereunto duly authorized.
Re -Issued December 2010 3- Contract.doc
40
SIGNED, SEALED AND DELIVERED
in the presence of:
OWNER:
aIIK'I llw aya., C,or
name and title
tI zl 18
date
CONTRACTO
signed
r \nn 'G 11 CUB
na land title
LI j.\Ad L
gn d / witnessed
name and title
q- 72A (12
date
AGREEMENT
N.B. Where any legal jurisdiction, local practice or client requirement calls for proof of authority to
execute this document, proof of such authority in the form of a certified copy of a resolution naming
the person or persons in question as authorized to sign the Agreement for and on behalf of the
Corporation or Partnership, should be attached.
4-
Ake,q0je,4L 7"APERMIT APPLICATION
Application No: / 9_323z1
Documented Construction Value: $n _g / 0
Job Address: 600 Historic District: Yes No[]
Parcel ID: Zb-1 ! -30 -5A -DLr)D Residential Commercial kf
Type of Work: New KAddition Alteration Repair Demo Chan a of Use Move El
Descri tion of Work:A 1/rDA) Ag , I - %S cl. i ) ,qA JSr.Zt1 _ rot
3) RL-ag At 2 2 Bens 4-,ALL Assorawp VucTL az_fi
Plan Review Contact Person:
Phone: Fax: Email:
Property Owner Information
NameeR6A -il" ot,9I,-1K'S /mC,
Street: U2LAUCO At/c SufTE 313
City, State Zip: A&Y(ZyL A" EL_ 3 Z79 7
Title:
Phone: 1707- t Z% SSSL
Resident of property?:
Contractor Information
f /
Name f1 4hr LLIC Phone: `7J7,2i9z-Y7$S
Street: 6-7 _T Fax:
City, State Zip: o P a. FL_ 32-7o5/ State License No.: aC/ S / 8 3L/ Z-
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand
that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners,
etc.
FBC 1055 Shall bte inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Budding Code
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public
records of this county, and there may be additional permits required from other governmental entities such as water management districts, state
agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713,
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time ofsubmittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be
done in compliance with all applicable laws regulating construction and zoxilng.
Signature of Owner/Agent
Print Owner/Agent's Name
Date of
0SS',
Print Contractor/Agent's Name
Date
01. oa . l?
Signature of Notary -State of Florida Date t Signature of Notar a DEBBIE 8tJl111BIJMYCOMMISSIONCFF17VA
r EXPIRES: February 25.2019
Bonded TAN I UndCIWlStea
Owner/Agent is Personally Known to Me or Contractor/Age—is Personall Known to Me or
Produced ID Type of ID Produced ID Type ofID S
Love,» d- d
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes [-]No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
CITY OF SANFORD
BUILDING &FIRE PREVENTION
JUL 2 5 2018 PERMIT APPLICATION
Application No:7-
2.
Documented Construction Value: S Q
Job Address: W,Ct) L.0 , Historic District: Yes No
Parcel ID: 3 S i 6 Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: 1%`,1 d i},rj't"r l,lG 6 ' P, '& (a (Ad.-i' 0 +
Plan Review Contact Person: c)tl
Phone• L(i - LQ;Xo --W5' Fax:
Title: mw)
Email:. Sel1271AE, Ccc.SC nSfirccCd c1'11 iCL
Property Owner Information
Name W6c,Phone: Street: (
o YCity,
State zip: . .W104e4/1PIAYlt ,i - , :1.,: i ;•i +IGIG <' r4 :njfi) •': ;f :, ! . f,::
l•: . ( .,. r ''
i;;hi i? 4I1UIX%::!1::V.. :, /;+••` F. t, .
4; ;y;• r:' `; ContractorInformat1011;t ,r,Atul i] n•!: 'i•'F ::;'''' Name
di (n L .Jim — Street: ()
y P097,(l0 Fax: City,
State Zip: V0 in lay- 19 'n
4yk— ft- ,-j' X 9e6ylState License No.: Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Architect/
Engineer Information Phone:
Fax:
E-
mail• Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit' and that all work will be performed to meet standards of alllaws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that'date: 59, Edition (2014) Florida Building Code . Revised:
June 30.2015 Peimit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records ofthis county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance ofpermit is verification that I will notify the owner ofthe property ofthe requirements ofFlorida Lien Law, FS 713.
The City ofSanford requires payment ofa plan review fee at the time ofpermit submittal. A copy ofthe executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value;
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the -foregoing information is accurate and that all work will
be donano mth all applicable laws regulating construction n azn rSignbture
of Owner/Agent Date Signiinre'of Contractor/Agent Date PADLOwner/
Agent's Name Print Contractor/Agent's Namei
SARAN
MARINELLI NoterY
Public - State of Florida Commission #
FF 981937 MY
Comm. Elrplres Apr 30. 2020 SARAN
MARINELLI NotaryPublic - State o1 Florida CommissionNFF981937MYComm. Expires Apr 30.20201 Owner/
Agent is Contractor/Agent is — Produced
ID Type of ID Produced ID Type BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing Gas Roof Construction
Type: Occupancy Use: Flood Zone: Total
Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New
Construction: Electric - # of Amps, Fire
Sprinkler Permit: Yes No APPROVALS:
ZONING: COMIVIENTS:
Plumbing - #
of Fixtures of
HeadsFire Alarm Permit: Yes No UTILITIES:
WASTE WATER: ENGINEERING: .
FIRE: 4/,> BUILDING: Revised:
June 30, 2015 Permit Application
CITY OF SANFORD
BUILDING & FIRE PREVENTION
JUL 2 5 20118 PERMIT APPLICATION
Application No: d 3
2
Documented Construction Value: S
Job Address: ( D(I L WiCE) I :::= , Historic District: Yes No
Parcel ID: " 3) Sr Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work:
Plan Review Contact Person: l ll'IYI I 1trlY11(\Q ,. t Title:_ A 0'1•,1-) .
Phone: V-k- LQ;gym 5 Fax: Email:. S'ell—Ah 1. etc scenstruafl of i Property Owner
Information Name G
in G G . Phone: 6—+ ul('' Gs Street: City
State
Zips'.wl'l:ky-'04I'J'/ i'L h 1 ' I.s.IiW;Hxr,: ,:N iA2 ; , j , .• : i. r:., 4
sr ;; * ,,:,,
r:,;::.:,:: ,;, .:>%
f'•` Contractor nr. r InformatioNamen
C Pho>r>ie'• City, State
Zip: _V0 in4aK I li Vk— FL, State License No.: Architect/Engineer
Information Name: Phone:
Street: Fax:
City, St,
Zip: Bonding Company:
Address: E-
mail:
Mortgage Lender:
Address: WARNING
TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application
is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in thisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.
3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June
30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records ofthis county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner ofthe property ofthe requirements ofFlorida Lien Law, FS 713.
The City ofSanford requires payment ofa plan review fee at the time of permit submittal. A copy ofthe executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value;
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the -foregoing information is accurate and that all work will
be done-m.comp'i' nee with all applicable laws regulating construction z7n
o . ^
ri .
Sigpature ofOwner/Agent Date sign0uof Contractor/Agent Date an
ap'llarn PripLowner/
Agent's NamePrint Contractor/Agent's Name SARAN
MARINELII Notary
Public - State o1 Florida COmmISSlon
I FF 901937 My
Comm. E>tplreS Apr 30.2020 SARAH
MARINELII NotaryPublic • State 01 Florida CommissionNFF981937MYComm. Expires Apr 30. 202C Owner/
Agent is Contractor/Agent is — Produced
ID Type of ID Produced ID Type BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing Gas Roof Construction
Type: Occupancy Use: Flood Zone: Total
Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS:
ZONING: UTILITIES:-1 WASTE WATER: ENGINEERING:
COMMENTS:
FIRE:
BUILDING: Revised:
June 30, 201 S Permit Application
Job Addre
Parcel ID:
Type of W
Description of Work:
b
CITY OF SANFORD
BUILDING & FIRE PREVENTION
JUL 2 5 2018 PERMIT APPLICATION
Application No:
2.
Documented Construction Value: $
Historic District: Yes No
S I M D Residential Commercial U
Addition Alteration Repair Demo Change ofUse Move
191 0
Jt
Plan Review Contact Person: =-a"n n an'&O Title:_ A (onn -- _e_ -
Phone: L(,(I7LQ;P-•W4,_;D,_ Fax: Email:. S/I%(%L cr CcGScrostru hoii ic.6elm
Property Owner Information
Name N in G G . Phone:
Street: I Sl I 1 yResit}e f ;.<'.` •
City, State Zip;. W104c',Y9%A Y1,/ i'L i 1.; AsI?
is iSf P nl;,i2t:ii<I i:l;i ,• e
3.
ti/?' CF7 t:i:. ,; Contractor fInformatiortji ;,;{!t;,,;:3 '
Name n ( . ;Plio.. Street:
al !i ix lcrx t la -e l4 .318 P0137A 10 Fax: City,
State Zip: Vk) State License No.: Architect/
Engineer Information Name:
Phone: Street:
City,
St, Zip: Bonding
Company: Address:
Fax:
E-
mail: Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit. and that all work will be performed to meet standards of alllaws regulating construction inthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of applicationand the code in effect as of that *date: 5" Edition (2014) Florida Building Code . I
Revised:
June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records ofthis county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance ofpermit is verification that I will notify the owner ofthe property ofthe requirements of Florida Lien Law, FS 713.
The City ofSanford requires payment ofa plan review fee at the time of permit submittal. A copy ofthe executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value ofthe job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit feeswhen the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the -foregoing information is accurate and that all work will
be done in COMI i ce with all applicable laws regulating construction Zn1
Signature ofOwner/Agent Date SignfiWreof Contractor/Agent Date
Print.Owner/Ar!ent's Name Print Contractor/Agents Name
SARAN MARINELLI
NoUry Pupllt: - State of Florida
COmmMSlon s FF 981937
My Comm. Expires Apr 30. MO
Rake
SARANSARAN MARINELLI
Notary Public . State of FloridaCommissionsFF981937MyComm. Expires Apr 30. 2020
Owner/Agent is r Contractor/Agent is f--
Produced ID Type of ID - Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft ofBldg: Min. Occupancy Load: It of Stories:
New Construction: Electric - # of Amps, Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # ofHeads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES: WASTE WATER: Tom' t /a
ENGINEERING:
COMMENTS:
FIRE: BUILDING:
Revised: June 30, 2015 PermitApplication
City of Sanford
Revision O 2018 Building & Fire prevention Division
Response to Comments O p,UG 1 6 Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
1. Submittal Date -u u i15
Permit #
Project Address:
Contact* 3
Fax:
Ph: -% C.OMoEmail:_
c nu
Trades encompassed in revision:
General description of revision:
wilding
U Plumbing
2 Electrical
Mechanical
Life Safety
Waste Water
ROUTING INFORMATION
Department
Approvals
Utilities
Waste Water
Planning
Engineering
Fire Prevention
0 Building
raj \ Al City of Sanford
Revision 0 ZUiB Building & Fire Prevention Division
Response to Comments O AUG 1 6 Ph: 407.688.5150 Fax: 407.688.5152
Email: buildin0sanfordfl.gov
Submittal Date
Permit # v" -"
1. VProjectAddress: 1,
Contact:
G, 5^ of Fax:
Ph: -% lyric C
Email:
Cfl Eff.
General description of revision:
Trades encompassed in revision:
S/Building
M Plumbing
P Electrical
Mechanical
Life Safety
Waste Water
ROUTING INFORMATION
Department
Approvals
D Utilities
Waste Water
Planning
Engineering
Fire Prevention
0 Building