HomeMy WebLinkAbout623 Trestle Pt 17-2345; HVACCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
f —
Application No:
Documented Construction Value: $ _% q PrM - _LQ
Job Address: f/O Historic District: Yes F1 No
Parcel ID: _— Residential E] Commercial
ZTypeofWork: New [:]Re pairE]Dem o 11 Change of UscEl MoveEl of
Work: Plan
Review Contact Person: Phone:
Name
Street:
City,
State Zip: 7.
Fax:
Email: Property
Owner Information Phone:
Title:
Resident
of property? - Contractor
Information ru
NamePhone: Street:
C57, Fax: 7 7 9 2City,
State Zip: State License No.: Architect/
Engineer Information Name:
Street:
City,
St, Zip. Bonding
Company: Address:
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 inthisjurisdiction. I understand that a separate permit must he secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC
1053 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised:
hate 30, 2015 Permit
Application
4.
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 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 compliance with all applicable laws regulating construction and zonlnp-.
Signature of Owner/Agent Date sig-a—rtlacontracto Agent ate
Not Owner/Agent's Name Pinin Cont, tor Agent's Name
Signature of Notary -state of Florida Date Florid teaft6eA. Wife
comm"ON 0"7827
Upfts: od"3,2019
www,AARoNN0TAAY,GW
Owner/Agent is - Personally Known to Me or Contractor/Agent is V"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 0 PlumbingE] Gas E] RoofE]
Construction Type; Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Mitt. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: YesEl No of Heads Fire Alarm Permit: YesE:] NoF] APPROVALS:
ZONING: UTILITIES: WASTE WATER: ENGINEERING:
FIRE: BUILDING: COMMENTS:
Revised:
June 30, 2015 Permit Application
INSPECTION SEQUENCE
BP# 17-2345
ADDRESS: 623 Trestle Point
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'I)
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)
Ii LE TRIGAL 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
Min Max Inspection Description
Rough Plumb
10 Plumbing Underground
20 Plumbing 2nd Rough
Plumbing Tubset
Plumbing Sewer
Plumbing Grease Trap Rough
Plumbing Steam / Chill Water Rough
1000 Plumbing Final
Mrc, IGAI PERMIT
Min Max Inspection Description
10 Mechanical Rough
Mechanical Fire Damper Framing
Mechanical Ceiling Rough
aceMechanicalFireDamperAnnularSpace
Mechanical Insulation Wrap
Mechanical Fire Damper Angle
Light / Water Test Ck Welds
Mechanical Grease Duct Wrap
1000 Mechanical Final
REVISED: June 2014
I
ie
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 17100007
BUILDING APPLICATION #. 17-10000741
BUILDING PERMIT NUMBER: 17-10000741
DATE: October 10, 2017
UNIT ADDRESS: TRESTLE PT 623 21-19-30-5SW-0000-0130
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: D L FOX PROPERTIES LP
ADDRESS: 1740 SE 18th ST #901 OCALA FL 34471
LAND USE: WAREHOUSE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 18,054 SQ FT WAREHOUSE AND 1,622 SQ FT
OFFICE SPACE. 623 TRESTLE PT.
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Warehousing*
ROADS -COLLECTORS N/A
Warehousing*
FIRE RESCUE N/A
LIBRARY N/A
SCHOOLS N/A
PARKS N/A
LAW ENFORCE N/A
DRAINAGE N/A
358.00 16.676 1000gsft 5,970.00
00 19.676 1000gsft .00
AMOUNT DUE
STATEMENT -
RECEIVED BY: /` a or 1 tt'4 " SIGNATURE:
PLEAJE
INT NAME) 00
00
00
00
00
00
5,
970.00 1
DATE:
U NOTE
TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE
TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION:
1-BLDG DEPT 3-APPLICANT 2-
FINANCE 4-LAND MANAGEMENT NOTE**
PERSONS
ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE
COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE
OF A BUILDING PERMIT. 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 CALENDAR DAYS
OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN MUSTIMEETTTHEFREQUIREMENTSROFCTHEACOUNTYTHE
LANDEDEVELOPMENTREVIEW CODE,
COPIES
OF
RULES
GGOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN
IMPLEMENTATION 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 NOT*** ISSUED WITHIN 60
CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION
AVAILABLE UPON REQUEST. CALL 407-665-7356.
P172- -A 606,
Application No:
Documented Construction Value: S ---__......_
Job Address; _.. . . ! Historic District: Yes El No El
t"areel ID: 2.1_..— 19 --__ _ " (:; eQ ? -~ 01 1 ?1`c Residential [] Commercial
rope of Work: New M AdditionEl Alteration El Repair E] Demo El Change of Use El Move 1:1 Description
oi"Work: _____}.?? _._ _A.
t'__. ?,_ 1.______ Plan
Review Contact Person:_ P' _ _. __ Title: _ Phoney _
7 l 7 _5 _ Fax: _ _ Email: (A rep . P_4' >c>I`1 S (a. «.,o, »e Property
Owner Information erne _._ ?
i. ._1 -- Phona...._"2 Zc ti
S t. ident of property? __ City,
State Zip: Oc., 6 f= L. Contractor
Inform tic to Street. __.
11 j .__. a I a _ _ Fax: City,
Mate ;dip: 1 c, .. 32 7 S _ state License No.: (Z. Yilsq Arch
it ct/En in r Information Name:
Z-itA Street:...__
1 7- F',re.^ --- Fax: ®_. 4 C:l7 - _2( - °I1 7 City,
St, zips E-mail; Bonding
Company: san?. Mortgage Leuder: I's,1clie Address.- .
Address: i4ARNING `
O ONVNER. Y01 It F IIJ RVTO RECORD A NOTIC'F; IN 1'OFR PAYING ` AN
IC E FOR 14Ita1tON'I{:'4II.'S I'S TO YOUR I'ROPF:R41. A NOTICE OF COMMENCEMENT Mt ST lit, RUX'of2DED
AND POSTED ON ` nE ,1011 SITE REFOIMF: TIlE FIRST INSPECTION. IF N Cat IN"I END TO oli` A1'si FINANCING, G,
CONSULT LT 4V1'1'11 x Ot'I2 PF;'SDLR OR AN ,a`P1'Cr12NEY 13F:FORE EZF:('ORDING N-01 Id NOTICE OF. Application is
herehsmade to obtain a permit to do the Nvork and installations as indicated. 1 certify that no work oi- installation has cornrtac_nced prior
to the issuance o! a perr>ait and that all vvork will he performed to meet Standards ofall laws; reIttlating construction ill this _jurisdiction.
I understand that a separate hermit must tie secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters,
tanks, and air conditioners, etc. h' C 1€
153 Shall be inscribed frith flea, chits ciyfapplie.ation and the c(Alc in eMct as of that (Late. 51" Edition (2014' Re% ise^cl:
J w ,u : M 5 " m 7 _ r- '+,
y 7 rt l-' " Pernw
O I KT: In addition to the re(jUitVRICWS 01' this f)eIII01, thcrc imv, be additional restrictions applicable to this property that 111w, be
found in the public records ot'this county, and there may be additional permits required fi-Oill other overllmcntal entities Such as water
management districts, state agencies, or tederal agencies.
Acceptance ol,permit is verification that I will notifi, the ov'ricr of,the propej-t} ol'jile rz tfrairrrnerlts of' l-'Jol-ida JjCjj I air , I:S '7 1:1.
The Civ, of, SaIll'ord requires pa\ 111CIII ot'a plan rcv iew tCC at thc time of,permit submitial. A ol'llwewcuteo conlract is required in
order to calculate a plan review charge and will be considcred the estimated construction value ot'llie job at the time of'submittal. The
actual construction value will be figured based on the current WC 'VaiUUti0fl Table in Cl*(`eCt at the time the permit is issued, in accordance
with local ordinance, Should calculated chames figurcd off the executed contract exceed the actual construction value, credit
will he applied to your permit ties NO-len the permit is issued - OWNER'
S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will fie (
toile ill Cotuip Fla -lice oith all applicable laws regulating constructioirl avild zorliag. 7
J-7 Date
cc /
v__J--o Print
O kfwl A%ent's Nmnc F _
7 - I 7A I ),
11C 0%
kner/Agwilt is tl,Ier,,onalk Kno%n to )vle oi- Produce
d 11) I,Vpe of ID Pf
mt ( ontvaQtm Agcnt HELEN
K. ALLEN Notary
Pub4C -$tmte OtFwwa My
Cam. Expir" June 6, 2020 Cia"
W"hworl # IRE Im go Contractor/
A ge I i t iti Personally KI I wvv 11 to Me or Produced
11) Type of I i ) BELOW
IS FOR OFFICA IIII.SE 'ONLY F-I
Perrit its
Requ ired: l L [ras[] Roof[] n umbilloGCotistructionType:
Ilse. Flood Zotle: natal SqFtoflll
g.__ Mitt. Occupancy Load: 4 of Stories: a A41- VN_ew
Construction: Electric - # of Fire Sprinkler
Permit: Yes 0 No El # off leads S: A
PPROV* A 1, S ON I NN t I IIA I , it" I'NGINVII"
RING, I -, I R I 303mmmigm Plumbing - #
of
Fixtures Fire Alarm
Permit: YesE] No [] VASIT, WAITIA:
Bt, ILDINU_ &
I J Re,,IsCd
June 11CIIIIII Applicaklon
THIS INSTRUMENT PREPARED BY:
Name: Care Edebohls
Address:191 Stanle St
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
t r ii l EIS II III I11
GRANT 11ALUtf SEMINOLE COUNTYCLERKOFCIiCi# C.Dt(T & Ct VIPTROLLERBK9008Pq1f, a r
CLERK'S Y 2017104549
RECORDED io/t7/2017 10--0;3il_17 API
RECORDING FEES u10.00
RECORDED By tsmith
Permit Number: Parcel ID Number: 21-19-30-58W-0000-0130
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
623 Trestle Point. anford FL
GENERAL DESCRIPTION OF IMPROVEMENT:
New Warehouse Building With Offices
OWNER INFORMATION:
Name: DL FOX F roperties LP
Address: 1740 SE 18th Street, Ocala FL 34471
Fee Simple Title Holder (if other than owner) Name:
Address:
CONTRACTOR:
Name: Wood Knot Construction Company LLC
Address: 1191 Stanley St., Longwood FL 32750
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name:
In addition to himself, Owner Designates
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a
different date Is specified) 1-31-1
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 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 JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
to the best of my knowledge and belief.
Owners Signature Owner's Printed Name
Florida Statute 713.13(1)(9): ' The owner must sign the notice of commancement and no one else may be permitted to sign in his or her stead."
State oH Pr C? County of -NA-w l d --
The foregoing instrument was acknowledged before me this 2-- day of it 61 , 28 ! 37
by + 0 Who Is personally known to me
Name of person making statement
OR who has produced identification type of Identification produced:
CnZBiWilVSit1 afi1''f t'
ANI CiEFRYQlFM
W MUMON # Ff 0.4 I Zt W 001141 SiQN # FF O M I
I EXPIRES' Octetler 1, 2017 Notary Signature :
QcROW 1, 2017
Bonded Tian Notary Pabbo Undt vaMan R i 0040 Tiwtt NOW PubNa Una"~
7 CITY OF SANFORD201
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value:
Job Address: --T—r-zn>U:g ?-S,1.V4- Historic District: Yes 0 No
Parcel ID:' 2-) !;:SvJ - oQ<?Q - o I '5o zo/y2g_ ResidentialE] Commercial X
Type of Work: New Addition n Alteration RepairEl DemoEl Change of UseEl MoveEl Description of Work: )6&
tg '-%00 S!e W-/ oiiq< Plan Review Contact Person:
Title: F' Phone: 71 Z- 5`
5.7- 1 Fax: 4- Email: J .1J
Property
Owner
Information Name
EPhone: 35-Z -
6Zo- 7-onq Street: I :Z 14 to
s j6 i 4:ti c- Resident of
property?,,'* City, State Zip", Bea Ln
F- L Contractor Information Name \A"4
JC fsjQ
Co. LLf, Phone: 40*7 - ZI'Z- 5-32I Street: It y City, State Zip:_
Fax: State License
No.: C-v-$
c,
Architect/Engineer Information Name: Phone- 'Ic>
7- G *Z - !
11-7 6 Street: 17- Fax:. 40-7 2.
6-)- - cl 11 o City, St, Zip: '2>2-7ol
E-mail: ja-A-Ce)4'v"Jds Bonding Company: t1i r a Mortgage
Lender: 10 ojo R Address: 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 105.3 Shall be inscribed
with the date of application and the code in effect as of that date: 5"1 Edition (2014) Florida Building Code Revised: June 30,2015 Permit Application
A
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 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 compliance with all applicable laws regulating construction and zoning.
17
Signature ol`6ivncr/Agcnt, Date Signature of Cq)Xctor/Agent// Date
Print Owner/Agent's Name
7 - 1
Date
MY COMISSM # FF 0501
EXPIRE$: October 1, 201711-1104 OmM Tbru Notary Public Unilarwritm
Owner/Agent is V" Personally Known to Me or
Produced ID TypeoflD
Print Contractor/Agent
Signature of Notary-Stateofflorida Date
HELEN K ALLEN
Notary Public - State of Flodda
My Comm. Expires June S. 2020
ConwNsslonifEE1199100
Contractor/Agent isPersonallym=Io-- I
K_ = nown to Me or
Produced 1D _ Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required:- BuildingF1 Electrical n Mechanical PlumbingE] GasFJ, Roof []
Construction Type:
Total S4 Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps•
Fire Sprinkler Permit: Yes[] NoF] # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures.
Fire Alarm Permit: Yes [] No []
UTILITIES: WASTEWATER:. 4s' Fl,?11
FIRE: BUILDING:
Revised-, June 30, 2015 Permit Application
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: '733 Ila
Job Address: Historic District: YesEl No 0 Parcel
ID: lol'Vd ResidentialE] Commercial 1Z Type
of Work: New N Addition 1:1 AlterationEl RepairEl DemoEl Change of UseEl MoveEl Description of Work: Plan Review Contact
Person: Edg L,,
4 Is Title: F. Phone: ZI 7,- ">-SZ I Fax:
Email: Q Q Property Owner Information Name
DI_ Ecnc
LP Phone: 35-
Z - (>zo- Street: 1-7 9 (:> SlE, I
B'tS Resident of pr6p&ty?,1'- City, State Zip'; Pc-, La
Contractor
Information Name Wq cA Kso.
j Co.
LL-r' Phone: 40*7 - Zl *Z- 5-3.Z I Street: 14 y St. Fax: City,
State Zip: 5-(D State
License No.: C_ %3c, %2.6 4,4 S2_ Arch itect/Engineer Information Name: Z-
1A K Cc,"_.J4-
ck&44c Phone: 'lc> 2 GZ - 9 1-7 Street: 317- Fax: 4(>-1 101i-
lo City, St, Zip: AQJr:,,5q,_(%164s
IzL -21 7_7 c> E-mail: P I- I I , "... 1 11 14 — R ft_xh_
Bonding Company:
t'
J Address: Mortgage
Lender: f0apig 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 105.3 Shall be inscribed
with the date of application and the code in effect as of that date: 5"' 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 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 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.
a4- 17
Signature of (5Vvner/Agent Date Signature of Co.ctor/Agent//` Date
A- A/' F0 >(
Print 0 vncr/Agzent's Name
F-7 - 17A
Date
e /0,;. Is
Print Contractor/Agent
U ""- & - 6,
Signature of Notary-State9f.Florida Date
AM CURY&M
W MUSSM # FF 059081 HELEN K. ALLEN
EXPIRES: October 1, 2017 Notary Pub0c - Store of Florida
8"40 Thtu NA&7 Public LkAiwtim My Ckinm Expires June 0, 2020
CorrttMsslon I EE 199100
Owner/Agent is Personally Known to Me or Contractor/Agent,is rPersonally Known to Me or
Produced ID Type oflD Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required:- BuildingF]' Electrical [] Mechanical Plumbing[] Gas[]. Roof[]
Construction Type:
Total Sj Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes F] No F] #of Heads Fire Alarm Permit- Yes [:] No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES: WASTE WATER:
FIRE: BUILDING:
Revised: June 30, 2015 Permit Application
AIN 0 3 2017 CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value:
Job Address: Historic District: Yes 0 No R
Parcel ID: zob ResidentialE] Commercial N Type
of Work: New N Addition 11 AlterationEl Repair[] Demon Change ofUse E] MoveEl Description of Work: )a&
Cg i3o'j S!e F;?u 1 14 i-% 3 !txl O: r. ie Plan Review Contact Person:
Title: F. Phone: Fax: Email: $re!
j,e_,40:),c>LAs 0- sjw%'41)" 06A.% i Property Owner Information
Name
F Plr,.. A.!
e S I Phone: 35-Z - 6Zo- 2cL- Street: 1:190 C'
Je JB4` Resident of property`?.: Np City, State Zip'0
c r-- L Contractor Information Name Phone:
40'7-
ZI-4-5-3 21 LLr' Street: City, StateZip:
Fax:
State License No.:
C_ %!,
C. I I- s 14 !1 B 2 - Arch itect/Engineer Information
Name: U Cc!n
su I Is nA S ic>Phone: '7 1-7I Street: 317- Avg!.
Flax:
40-7 7,G7- 011-70 City, St, Zip: AL„
r,.nle -5,,16,r E-mail: Bonding Company: t-jput
Mortgage Lender: t'jo#JR Address: 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 105.3 Shall
be inscribed with the date of application and the code in effect as of that date: 5111 E ition (2014) Florida Building Code Revised: June 30,2015
94-71 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 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 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.
17
Signature.r0w.crIAgent Date Signature of C.Acto,/AgentDate 6-
Al' F k Print
Owner/Agent's Name Date
liAMCMWNM
WCOMMSSIM # FF 059081 EXPIRES:
OcteNr 1, 2017 e8mWTbruNotaryPubr4th*rwrk0ni Owner/Agent
is IV' Personally Known to Me or Produced ID
Type of ID Print Contractor/
Agent Signature of
Notary-Statcofflorida Date HELEN K
ALLEN Notary PWAC -
SWO of FloOda My Comm.
Expli" June 6. 2020 Cmiwilsalm 0
EE 199100 Contractor isPersonally'----
Known to Me or Produced 0 _
Type of ID BELOW IS
FOR OFFICE USE ONLY Permits Required:-
BuildingET Electrical [] Mcchanical[] Plumbingn GasE], Roof[] Construction Type:. Total
S4 Ft
of Bldg: Occupancy Use: Min.
Occupancy Load:
New Construction: Electric - #
of Amps• Fire Sprinkler Permit:
YesEl No El # of Heads APPROVALS: ZONING: UTILITIES, ENGINEERING:
FIRE: COMMENTS: Flood
Zone: of
Stories:
Plumbing - 0
of Fixtures
Fire Alarm Permit: Yes
NoF] pm W-A ASTE
WATER:
BUILDING: Revised:
June 30,
2015
Permit Application
or .7771r, =701lit i
ple a-J' III *.10
August 2, 2017
Mr. Dan Fox
1805 SE 16th Ave., Suite 901
Ocala, FL 34471
1191 Stanley Street
Longwood, FL 32750
407-831-6933 phone
407-831-6981 fax
greg,edebohis@gmail,corn
CBC 1254482
RE: Lots 13 & 14 Rand Yard Commercial Center 20,056 SF Metal
Bld. w/ Truck Pits and Office Proposal
The following price is based on drawings by JHR Consultants TS, A-1,
A-2, A-3, Mech-1, Mech-2 dated 5-1-17.C-2, C-3, LS and
Irrigation plans dated 3-17-17 as emailed by Jack Reynolds with the
following scope:
A: No Governmental Fees included in this proposal.
Included final as -built survey as required by City of Sanford. Also
compaction testing of footings, floor and parking lot.
C: Included an allowance of $5,000 for needed fill dirt, compaction of fill
and removal of unsuitable material if needed.
D: Landscaping as shown on LS drawing. Included extension of
reclaimed water line around property road frontage and automatic
sprinkler system as shown on IRR drawing.
F: Supply and Erect a pre-engineered metal building as shown on
drawings with needed engineering to meet 139 MPH wind loads. Metal
Walls on rear and left end wall are to be 26 ga. PBR panels with
standard factory applied finish for a 20 yr. warranty. Other wall panels
will be reverse Panel PBR panels in galvalume finish that will be ready
to accept insulation board for EIFS finishing system. Roof is to 26 ga.
galvalume- screw down. Front Eave height is 25'to 21'-2" at rear.
JUM August 2, 2017
G: 2 Aluminum storefront doors and 22 fixed single pane 7' tall
windows to match Boss Laser building.
H: Insulation is 3" R10 for roof and metal facade wall portion (no
insulation at CMU walls included). At office area to have double
insulation for a R30 just in this area- so as to not put insulation atop drop
ceiling.
1: Included 20 4" bollards as called out on plans (4 at every overhead
door, at entry to loading dock, 2 as shown on entry to alcove area nexl
to loading dock). Included Bollards as needed for single dumpster pad
as needed.
J: Concrete Pave / Pad - 5" Concrete floor with required footings. 5"
concrete driveway area on driveway to truck well area. Balance of
Parking area figured 1 1/2" S-3 R asphalt mix with 6" base material.
K: CMU Block -. All sides will install regular faced concrete block going
up 8'-0". 6' high dumpster pad enclosure to be regular block with direct
applied finish system in color to match building.
L: EIFS Finish- Included an EIFS finishing system on Front and Right
End Wall to make to look like Boss Laser Tilt up building. Included all
needed insulation board and flashing to transition panels between CMU
and metal panels. Interior walls of truck dock included too. Also to have
high impact mesh to 41 aff at all locations EIFS system is constructed. If
EIFS system is wanted on Left End Wall to match other locations add
15,000 to overall price.
M: Doors and Hardware- 5 welded metal door frames with flush metal
doors with commercial quality hardware with deadbolt for all exterior
doors. For interior doorways included KD hollow metal door frames with
1 3/4" pre -finished stained birch doors (Steel Flush Door at office entry
door from warehouse) and commercial quality hardware. Sizes are to be
as shown drawing. Included 2 - 12' x 12' and 2- 12' x 14' overhead
doors to be in choice of standard colors.
N: Sheetrock / Framing- walls between warehouse and office are to be
framed up to roof deck (approx. 24 plus). Walls will have insulation up to
deck and insulation will be eliminated atop drop ceiling. To make up for
no insulation over drop ceiling will double up insulation at roof deck area
above office area. Insulation is to be installed in such a way that will
require strapping to hold bottom layer that goes parallel with purlins and
top layer will be screwed between purlins and roofing (as like balance of
building).
Page 3 August 2, 2017
0: Painting- Included an allowance of $14,275 for all painting work
Interior and Exterior Block Painting). Figured Painting all office walls,
wood •_ trim, exterior warehouse/office wall, steel i•i frames, and 8'
block on rear and • end wall.
0 0 0 0 00 0 0
rQ 'Ito 'jVjjjLOMJ1C--j1jAT=31 0-
0 Page 4 August 2, 2017
one 4" wet tap, one 4" double check detector assembly, and one 4" fire
department connection.
W: Electrical- Included 2 - 200 amp service with 2 meter panels.
Included 4- 2" conduits to property line for future data/ telephone.
receptacles as shown on plan, 33 high bay lights for warehouse, 24 lay
in light fixtures for office, 6 exterior wall packs. Included 2 additional
feeder conduits into building meter pan location for potential future
power needs. All Lights to be LED type fixtures. Included $2,500 as an
allowance to bring main feeder conduit and wire from transformer placed
just to right of entry driveway (This will cover cost if transformer is placed
in this area).
X: Included an allowance of $15,000 for new transformer to supply
building from location as determined by FP&L(assuming next to check
valve assembly for sprinkler system as shown on plans).
Building Cost: $773,119
Above includes allowance items:
I- Fill and Compaction: $5,000
2- Painting: $14,275
3-Underground Elect. from Trans: $2,500
4- FPL Transformer - $15,000
5i- Carpet & Flr. Coverings,- $6,600
CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION
FIRE PLAN REVIEW SERVICE FEES
PHONE: 407.688.5052
FAX: 407.688.5051
DATE:
BUSINE
CONTP
PLAN REVIEW INFORMATION
CONSTRUCTION [ ]C/O FIRE ALARM FIRE SPRINKLER HOOD [ ]PAINT BOOTH [ ]TANK
DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY:r YES NO
4, 1 - (&
67
TOTAL FEES: _y
LIMITED POWER OF ATTORNEY
Altamonte Springs, Cassellberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: —1-7
I hereby name and appoint: C-Tr
an agent of. - VC
to he my la"Tul attorney -in -fact to act For nie to apply lot-. receipt For, sign for and (to all things
necessary to this appointment For (check only one option):
The specific permit and application I*or work located at:
l,"xpiration Date for I'his Limited Power ot'Attornev:
License I folder Name: .... ............ - --------
Stare License Number:
Sionature ol'Liccrisc I I
I-
STATI"' OFFLORIDA
d
The 1661-e4oilIg iflSUIVITIC(lt k as acknov ledged helure tile day ol'f4 20017 _.
by who iois Lj< -rs on a v k nmN n to
tile or r-i who has produced as identification
and xvho did (did not) take an oath. Signature
Notary
Seat) Print
or type narne HELEN
K ALLEN Notary
Pvb#c - PAW at FIW(da Notary I'LibliC -`state My
0o"m ExpWm June G. 2020 C"ornmission No. ---F7L' Commiaskm # ICE 1"100 Mv('
oliiiilissioill,".Xpit.es:-----e Rev .
08,12 )
M
149
7
City of Sanford
Building Division
P.O. Box 1788
Sanford, Florida 32771
Phone: 407.688.5150
Fax: 407.688.5152
PLAN REVIEW COMMENT
Date: AuRust 22, 2017 Project: Warehouse Person.
Greg Edebohls Job Address: 623 Trestle Point ContactContact
Phone Number: Application Number: 17-2345 Contact
E-mail: greg.edebohls@gmail.com Contact Fax Number: 0
ARCHITECTURAL
ItSubmit
two sets of site specific Florida Product Approval or Miami Dade County Notice of ceptance
for all exterior doors, windows, storefronts, roofing and wall panels. STRUCTURAL
Submit
two sets of manufactures shop drawings for metal building. MECHANICAL
No
energy forms submitted. PLUMBING
f\
No required plumbing fixture calculations. No
plumbing riser diagram. ELECTRICAL
Sheet
Mech- I and Mech-2 conflict on amperage of indoor panel, 200 amp opposed to 300 amp. Sheet
Mech- I note C 300 amp fusible disconnect overfuses 4/0 conductor feeds. Sheet
Mech-1 No insulation type indicated for conductors. 3.
Submit two sets of revised plan sheets addressing all above comments. 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.decn@sanfordfl.gov- Respectfully,
ft
Tay Deen, Plans Examiner
OeenJoy
Tuesday, August 2Z28I7lI:l64K4
GnegoryEdebohb'
l7-2345
Joy Deen
City of Sanford
Plans Examiner
PH: 40768&5064
Fax: 407.688.5152
Revision 0 r City of Sanford
Response to Cornment&kr Building & Fire Prevention Division
3 Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
1 A
Permit # I — 7,S 4+
Project Address:
Contact: &i r-ee,-,
Ph: A67, Q - -
bo
Submittal Date c, 117
00
Fax:
Email: a 60 (Y) Ck (-i?CA
Trades encompassed in revision:
XBuilding
Plumbing
Electrical
0 Mechanical
EI-LifeSafety El
Waste Water General
description of revision: ROUTING
INFORMATION Department
Approvals Utilities
El
Waste Water El
Planning Engineering
Fire
Prevention Building
JHR CONSUL.TA NT, INC
312 Forest Ave
Altamonte Springs, Fla. 32701
Telephone 407-262-9176 Fax 407-262-9170
e-mail: jackreynolds@embarqmaii.com
September 6, 2017
Joy Deen
City of Sanford Building Department
300 North Park Avenue
Sanford, Florida 32771
RLI: Lots 13&14 Building Plans
623 Trestle Point
Application # 17-2345
Dear Joy:
The following responses address your comments from review letter dated August 22, 2017.
Architectural
1) All window and doors with Product Approval numbers were submitted with original
submittal.
Structural
1) See (2) sets of manufacturer's metal building drawings.
Mechanical
1) Energy Calcs were submitted with original submittal.
Plumbing
1) Plumbing calcs are shown on sht. MECI-1-1
2) Plumbing riser is shown on sht. MEC11-1.
Electrical
1) All 200 amp panels are called out consistently.
2) The riser detail has been adjusted to show (2) 200 amp panels and (1) 100 amp panel
3) The insulation has been called out on "E" Electric Riser Detail.
Please call our office it'we can be of further assistance.
Sincerely,
Jack Reynolds, Project Manager
OW
0 Ik
0" FFICE
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
Permit # 17— o2,7 f/,r—
Project Location Address 62-5 .s L It P.,,;,7 +
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www. florida building. .or g.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Desc!Vtion
Florida Approval #
include decimal)
1. Exterior Doors
Swinging lVVe 5,14,e r' Door 0 W C%Aswsin, D-ior E-L 7-7-ol
Sliding
Sectional
Roll Up 9;%mvtt T7A4vr,&%tKw-%I S ge pt:et ICKD
Automatic
Other
2. Windows
Single Hung
Horizontal Slider
Casement
Double Hung
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
IW
Category Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
PlasticsDeck Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name
Please Print)
June 2014
IIFPERMT#-,-- 0- .23 Zy- FICE
Florida Building Code, Fifth Edition (2014) - Energ)
EnergyGauge Summit@ Fla/Com-2015, Effective Date: Jun
IECC 2012 - Total Building Performance Compliance (
Check List
onservation
10,2015
ion
Applications for compliance with the Florida Building Code, Energy Conservation shall inc
MX This Checklist
E] The full compliance report generated by the software that contains the project
summary, compliance summary, certifications and detailed component compliance
reports.
MX The compliance report must include the full input report generated by the software as
contigous part of the compliance report.
Boxes appropriately checked in the Mandatory Section of the complaince report.
EnergyGauge Summit® Fla/Com-2014, TAM 2014-1.0 Compliant Software, Effective Date: June 30, 2015
Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option
7/5/2017 Page I of 19
Short Desc: C0617263
Owner:
Addressl: 623 Trestle Point
Address2-.
PROJECT SUMMARY
Description: Lot 13 & 14 Rand Yard
City:
State:
Zip:
Type: Office Class:
Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500)
Conditioned Area: 1622 SF Conditioned & UnConditioned Area:
No of Stories: I Area entered from Plans
Permit No: 0 Max Tonnage
If different, write in:
COMDRance Summa
Component
Gross Energy Cost (in $)
LIGHTING CONTROLS
EXTERNAL LIGHTING
HVAC SYSTEM
PLANT
WATER HEATING SYSTEMS
PIPING SYSTEMS
Met all required compliance from Check List?
Design
1,620.0
Sanford
FL
32771
New Finished building
8532 SF
1622 SF
4.8
5 Ton
Criteria Result
2,564.0 PASSED
PASSES
No Entry
PASSES
No Entry
PASSES
No Entry
Yes/No/NA
IMPORTANT MESSAGE
Info 5009 -- -- -- An input report of this design building must be submitted along with this
Compliance Report
EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015
Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option
7/5/2017 Page 2 of 19
CERTIFICATIONS
I hereby certify that the plans and specifications covered by this calculation are in compliance with the
Florida Energy Code !'
e
Prepared By:Building Official:
COMMERCIAL ENERGY RATER #749
Date: 07-05-17 Date:
I certify that this building is in compliance with the FLorida Energy Efficiency Code
Owner Agent: Date:
If Required by Florida law, I hereby certify (*) that the system design is in compliance with the Florida Energy
Efficiency Code
Architect: Reg No:
Electrical Designer: Reg No:
Lighting Designer: Reg No:
Mechanical Designer: Reg No:
Plumbing Designer: Reg No:
Signature is required where Florida Law requires design to be performed by registered design
professionals. Typed names and registration numbers may be used where all relevant information is
contained on signed/sealed plans.
EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015
Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option
7/5/2017 Page 3 of 19
Project: C0617263
Title: Lot 13 & 14 Rand Yard Commerce Center
Type: Office
WEA File: FL ORLANDO SANFORD AIRPORT.i=3
Building End Uses
1) Proposed 2) Baseline
Total 105.00 193.80
1,620 3,016
ELECTR1C1TY(lVlBtu/kWh1$) 105.00 193.80
30734 56803
1,620 3,016
AREA LIGHTS 38.00 74.70
11135 21896
587 1,163
MISC EQUIPMT 38.20 38.20
11179 11179
589 594
PUMPS & MISC 0.00 0.00
3 6
0 0
SPACE COOL 28.50 34.90
8355 10240
440 544
SPACE HEAT 0.10 0.10
15 38
1 2
VENT FANS 0.20 45.90
47 13444
2 714
Credits Applied: None PASSES
Passing Criteria = 2564
Design (including any credits) = 1620
Passing requires Proposed Building cost to be at most 85% of
Baseline cost. This Proposed Building is at 53.7%
EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015
Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option
7/5/2017 Page 4 of 19
External Lighting Compliance
Description Category Tradable? Allowance Area or Length ELPA CLP
W/Unit) or No. of Units (W) (W)
Sqft or ft)
None
Project: C0617263
Title: Lot 13 & 14 Rand Yard Commerce Center
Type: Office
WEA File: FL ORLANDO SANFORD AlRPORTtm3)
Lighting Controls Compliance
Acronym Ashrae Description
ID
Area Design Min Compli-
sq.ft) CP CP ance
Offices
Uncond WareHous
16 Office -Open Plan
3 Storage & Warehouse - Bulky
Active Storage
1,622 1 1 PASSES
6,910 3 3 PASSES
I PASSES
Project: C0617263
Title: Lot 13 & 14 Rand Yard Commerce Center
Type: Office
WEA File: FL ORLANDO SANFORD AIRPORT.tm3)
System Report Compliance
AHU Split HP Constant Volume Air Cooled No. of Units
Split System < 65000 Btu/hr 1
Component Category Capacity Design Eff Design IPLV Comp-
Eff Criteria IPLV Criteria fiance
Cooling System Air Conditioners Air Cooled 57000 14.00 13.00 8.00 PASSES
Split System < 65000 Btu/h
Cooling Capacity
Heating System Heat Pumps Air Cooled 54500 8.20 7.70 PASSES
Heating Mode) Split System
65000 Btu/h Cooling
Capacity
Air Handling Air Handier (Supply) - 1900 0.00 0.82 PASSES
System -Supply Constant Volume
Air Handling Air Handler (Return) - 1900 0.00 0.82 PASSES
System - Return Constant Volume
PASSES
EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015
Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option
7/5/2017 Page 5 of 19
Plant Compliance
Description Installed Size Design Min Design
No Eff Eff IPLV
Min Category Comp
IPLV Hance
None
Project: C0617263
Title: Lot 13 & 14 Rand Yard Commerce Center
Type: Office
WEA File: FL ORLANDO SANFORD AIRPORT.tm3)
Water Heater Compliance
Description Type Category
Design Min
Eff Eff
Design Max Comp
Loss Loss fiance
Water Heater I Electric water heater <= 12 [kW] 0.97 0.94 PASSES
PASSES
Piping System Compliance
Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance
inches] Runout? Temp [Btu-in/hr Thick [in] Thick [in]
F] SF.FJ
None TJ
EnergyGauge Summit@ Fla/Com-2014, TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015
Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option
7/5/2017 Page 6 of 19
Mandatory Requirements (as applicable) Mandatory requirements compiled by US Department
of Energy and Pacific Northwest National Laboratory.
Adopted with permission
Topic Section Component Description Yes N/A Exempt
Fenestration C402.2.7 Envelope U-factor of opaque doors associated with the 0 E] 11
building thermal envelope meets requirements.
Insulation C402.2. 1.1 Envelope High-albedo roofs satisfy one of the following: 13 191 11
3-year-aged solar reflectance — 0,55 and thermal
emittance — 0,75, 3-year-aged solar reflectance
index — 64.0, initial year solar reflectance —
0.70 and thermal emittance — 0.75, or initial year
solar
Wattage C405.6 Exterior Lighting Exterior grounds lighting over 100 W provides >60
ImfW unless on motion sensor or fixture is exempt
from scope of code or from external LPD.
Wattage C405.4 Interior Lighting Exit signs do not exceed 5 wafts per face.
Wattage C405.2,3 Interior Lighting Additional interior lighting power allowed for Lai
special functions per the approved lighting plans
and is automatically controlled and separated
from general lighting.
HVAC C403.2.6 Mechanical Exhaust air energy recovery on systems meeting 0 El 0
Table C403.2.6
SYSTEM —SPECIFIC C403,3.1,C4013.1.' Mechanical Air economizers provided where required, meet 0 0 11
the requirements for design capacity, control
signal, ventilation controls, high -limit shut-off,
integrated economizer control, and provide a
means to relieve excess outside air during
operation,
SYSTEM —SPECIFIC C403.3.1,C403.4.1 Mechanical Water economizers provided where required, 0 LED 0
meet the requirements for design capacity,
maximum pressure drop and integrated
economizer control.
SYSTEM —SPECIFIC C403,4.1.4 Mechanical Economizer operation will not increase heating 13 El 11
energy use during normal operation.
SYSTEM —SPECIFIC C403,2. 10.1 Mechanical HVAC fan systems at design conditions do not El 13 1:1
exceed allowable fan system motor nameplate hp
or fan system bhp.
SYSTEM —SPECIFIC C403.2A0.2 Mechanical HVAC fan motors not larger than allowable limits. 131 0 1:1
SYSTEM SPECIFIC C404.2 Mechanical Service water heating equipment meets efficiency MY
requirements,
ED
SYSTEM —SPECIFIC C403.2.3 Mechanical Centrifugal fan open -circuit cooling towers having 1:1 Z] 0
combined rated capacity >= 1100 gpm meets
minimum efficiency requirement: -38.2 gpm/hp,
Air Leakage
Insulation
Plan Review
C402.4.7
C402.2,6
L4H#19P%1
Envelope Vestibules are installed on all building entrances. 13 13 13
Doors have self -closing devices.
Envelope Slab edge insulation depth/length. Slab insulation 11 13 13
extending away from building is covered by
pavement or — 10 inches of soil.
Envelope Plans and/or specifications provide all information 00 1:1
with which compliance can be determined for the
building envelope and document where
exceptions to the standard are claimed.
EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015
Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option
7/5/2017 Page 7 of 19
Plan Review C 103.2 Exterior Lighting Plans, specifications, and/or calculations provide 1:1 1:1 0
all information with which compliance can be
determined for the exterior lighting and electrical
systems and equipment and document where
exceptions to the standard are claimed.
Information provided should include exterior
lighting power calculations, wattage of bulbs and
ballasts, transformers and control devices.
Wattage C4056.2 Exterior Lighting Exterior lighting power is consistent with what is 1:1 1:3 0
shown on the approved lighting plans,
demonstrating proposed watts are less than or
equal to allowed watts.
Plan Review C103.2 Interior Lighting Plans, specifications, and/or calculations provide 13 0 1:3
all information with which compliance can be
determined for the interior lighting and electrical
systems and equipment 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.
HVAC C403.2.5,1 Mechanical Demand control ventilation provided for spaces 00 0
density and served by systems with air side
economizer, auto modulating outside air damper
control, or design airflow >3,000 cfm.
HVAC C403.2.4.3 Mechanical Each zone equipped with setback controls using 110 0
automatic time clock or programmable control
Plan Review C103.2 Mechanical Plans, specifications, and/or calculations provide 00 El
all information with which compliance can be
determined for the mechanical systems and
equipment and document where exceptions to the
standard are claimed. Load calculations per
acceptable engineering standards and
Plan Review C103.2 Mechanical Plans, specifications, and/or calculations provide
all information with which compliance can be
determined for the service water heating systems
and equipment and document where exceptions
to the standard are claimed. Hot water system
sized per manufacturer's sizing guide.
SYSTEM —SPECIFIC C403.4.5 Mechanical Zone controls can limit simultaneous heating and0 1:3 1:1
cooling and sequence heating and cooling to each
SYSTEM —SPECIFIC C40343.1 Mechanical Three -pipe hydronic systems using a common 1:1 11 0
return for hot and chilled water are not used.
SYSTEM —SPECIFIC C403.412 Mechanical Two -pipe hydronic systems using a common 13 11 1:1
distribution system have controls to allow a
deadband — 15 OF, allow operation in one mode
for at least 4 hrs before changeover, and have
rest controls to limit heating and cooling supply
temperature to -30 OF.
SYSTEM —SPECIFIC C403,4.3.3.1 Mechanical Hydronic heat pump systems connected to a E] 13 0
common water loop meet heat rejection and heat
addition requirements.
SYSTEM —SPECIFIC C408.222 Mechanical HVAC hydronic heating and cooling coils have
means to balance and have pressure test
SYSTEM —SPECIFIC C403.4,2 Mechanical VAV fan motors —7.5 hp to be driven by variable
speed drive, have a vane -axial fan with variable
pitch blades, or have controls to limit fan motor
SYSTEM —SPECIFIC C403.4,2.1 Mechanical VAV fans have static pressure sensors positioned 00 0
so setpoint —1/3 total design pressure.
SYSTEM —SPECIFIC C401422 Mechanical Reset static pressure setpoint for DDC controlled C] 1:1 0
VAV boxes reporting to central controller based on
the zones requiring the most pressure,
SYSTEM —SPECIFIC C4014.5.4 Mechanical Multiple zone HVAC systems have supply air 1:3 0 11
temperature reset controls.
SYSTEM —SPECIFIC C4014,14 Mechanical Hydronic systems greater than 300,000 Btu/h 1:1 1:3 1:1
designed for variable fluid flow.
EnorgyGuugeSummh0Fla/Com-2O14.TAM 2O141.0Compliant Software. Effective Date: June 30,2O15 Florida
Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option
SYSTEM —SPECIFIC C403.43.4
SYSTEM —SPECIFIC C403.4.4
Plan Review C406
Plan Review
Air Leakage
Air Leakage
Air Leakage
Air Leakage
Air Leakage
Fenestration
Fenestration
Insulation
Insulation
Insulation
Insulation
Insulation
Insulation
Insulation
Insulation
Insulation
Insulation
C402,322
Mechanical Temperature reset by representative building 1:1
loads in pumping systems for chiller and boiler
systems >300,000 Btu/h.
Mechanical Fan systems with motors —7.5 hp associated
with heat rejection equipment to have capability to
operate at 213 of full -speed and auto speed
controls to control the leaving fluid temperature or
condensing temp/pressure of heat rejection
device.
Project Plans, specifications, and/or calculations provide
all information with which compliance can be
determined for the additional energy efficiency
package options.
Envelope Skylights in office, storage, automotive service, 1:3 0
manufacturing, non -refrigerated warehouse, retail
store, and distribution/sorting area have a
measured haze value > 90 percent unless
designed to exclude direct sunlight.
C402.4.1,C402.4.2 Envelope The building envelope contains a continuous air 1:1 0
barrier that is sealed in an approved manner and
either constructed or tested in an approved
manner. Air barrier penetrations are sealed in an
approved manner.
C402.4.3,C402.4.4 Envelope Factory -built fenestration and doors are labeled
as meeting air leakage requirements.
C402.41.1 Envelope All sources of air leakage in the building thermal 11
envelope are sealed, caulked, gasketed, weather
stripped or wrapped with moisture
vapor -permeable wrapping material to minimize
air leakage.
C402.4.6 Envelope Weatherseals installed on all loading dock cargo 1:3 0
doors.
C402.4.8 Envelope Recessed luminaires in thermal envelope to limit
infiltration and be IC rated and labeled. Seal
between interior finish and luminaire housing,
C303.1.3 Envelope Fenestration products rated in accordance with 1:1
NFRC.
C303.1.3 Envelope Fenestration products are certified as to 1:1 0
performance labels or certificates provided.
C303.2 Envelope Below -grade wall insulation installed per 11 0
manufacturer's instructions,
C3012 Envelope Slab edge insulation installed per manufacturer's
instructions.
C403.2.7,C40828,( Envelope Exterior insulation protected against damage, 0 0
sunlight, moisture, wind, landscaping and
equipment maintenance activities.
C402.4.21 Envelope Roof R-value. For some ceiling systems, 0 0
verification may need to occur during Framing
Inspection.
C303.2 Envelope Roof insulation installed per manufacturer's
instructions. Blown or poured loose -fill insulation
is installed only where the roof slope is -3 in 12.
C40221 Envelope Skylight curbs are insulated to the level of roofs 1:1
with insulation above deck or R-5.
C303.2 Envelope Above -grade wall insulation installed per 0
manufacturer's instructions,
C303.2 Envelope Floor insulation installed per manufacturer's
instructions.
C303A Envelope Building envelope insulation is labeled with
R-value or insulation certificate providing R-value
and other relevant data.
C303.2A Envelope Exterior insulation is protected from damage with
a protective material. Verification for exposed
foundation insulation may need to occur during
Foundation Inspection.
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Insulation C-40221 Envelope Insulation intended to meet the roof insulation 1:1 13 1:1
requirements cannot be installed on top of a
suspended ceiling. Mark this requirement
compliant if insulation is installed accordingly,
Controls C40524 Exterior Lighting Automatic lighting controls for exterior lighting 13 1:1 13
installed.
Controls C4052.2.1 Interior Lighting Automatic controls to shut off all building lighting 1:1 13 13
installed in all buildings.
Controls C405.2.1.1 Interior Lighting Independent lighting controls installed per
approved lighting plans and all manual controls
readily accessible and visible to occupants.
Controls C405.2.1.2 Interior Lighting Lighting controls installed to uniformly reduce the 1:1 3
lighting load by at least 50%.
Controls C40522.3 Interior Lighting Daylight zones provided with individual controls 1:1 13 11
that control the lights independent of general area
lighting.
Controls C4052.3 Interior Lighting Sleeping units have at least one master switch at 1:1
the main entry door that controls wired luminaires
and switched receptacles.
Controls C405.2.2.2 Interior Lighting Occupancy sensors installed in required spaces. 1:1 1:1 0
Controls C405.2.2.3 Interior Lighting Primary sidelighted areas are equipped with 0 0 0
required lighting controls.
Controls C405.2.2.3 Interior Lighting Enclosed spaces with daylight area under 0 0 13
skylights and rooftop monitors are equipped with
required lighting controls,
Controls C405.2.3 Interior Lighting Separate lighting control devices for specific uses 1:1 1:1 0
installed per approved lighting plans.
Controls C4053 Interior Lighting Fluorescent luminaires within odd numbered lamp 1:1 13 0
configurations that are with 10 feet center to
center (if recess mounted) or are within 1 foot
edge to edge (if pendant or surface mounted)
shall be tandem wired.
Wattage G405.5,2 Interior Lighting Interior installed lamp and fixture lighting power is E] 1:1 1:1
consistent with what is shown on the approved
lighting plans, demonstrating proposed watts are
less than or equal to allowed watts.
HVAC C4012.4,5 Mechanical Freeze protection and snow/ice melting system 1] 0 1:3
sensors for future connection to controls,
HVAC C403.2.3 Mechanical HVAC equipment efficiency verified. 1:1 13 1:3
Air Leakage C402A.5.1 Envelope Stair and elevator shaft vents have motorized 1] 1:1 1:3
dampers that automatically close.
Air Leakage C4024.5.2 Envelope Outdoor air and exhaust systems have motorized
dampers that automatically shut when not in use
and meet maximum leakage rates. Check gravity
dampers where allowed.
HVAC C403.2.8,1 Mechanical Piping Insulation exposed to weather is protected 1:1 0 0
from damage (due to sun, moisture, wind, etc.).
HVAC C4012.7 Mechanical HVAC ducts and plenums insulated. Where ducts 1:3
or plenums are installed in or under a slab,
verification may need to occur during Foundation
Inspection.
HVAC C4031.8 Mechanical Thermally ineffective panel surfaces of sensible 1:3 E] 1:1
heating panels have insulation — R-3.5.
HVAC C403.2.7 Mechanical Ducts and plenums sealed based on static
pressure and location,
HVAC C40822.1 Mechanical Air outlets and zone terminal devices have means 0 0 1:3
for air balancing,
HVAC C403.2. 11 Mechanical Unenclosed spaces that are heated use only 0 11 1:1
radiant heat.
HVAC C40324.1 Mechanical Heating and cooling to each zone is controlled by 13 1:1 1:1
a thermostat control,
HVAC C40324.2 Mechanical Thermostatic controls have a 5 *F deadband.
HVAC C403.2.4.2 Mechanical Temperature controls have setpoint overlap 0
restrictions,
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HVAC C403.2.4.3 Mechanical Automatic Controls: Setback to 55°F (heat) and 13 13 13
85°F (cool); 7-day clock, 2-hour occupant
override, 1 0-hour backup
SYSTEM C404.3 Mechanical Temperature controls installed on service water 0 13 13SPECIFIC
heating systems (110 IF for dwelling units and
lavatories in public restrooms and 90 OF for other
occupancies.)
SYSTEM —SPECIFIC C4044 Mechanical Automatic time switches installed to automatically 0 13 1:1
switch off the recirculating hot-water system or
heat trace.
SYSTEM —SPECIFIC C404.2 Mechanical Heat traps installed on non -circulating storage 11 13 1:3
water tanks.
SYSTEM C403.2.3 Mechanical PTAC and PTHP with sleeves 16 in, by 42 in, 00 13SPECIFIC
labeled for replacement only as per Footnote b to
Table C403.2.3(3).
SYSTEM C403.4.2 Mechanical VAV fan — 7.5 hp are driven by mechanical or 1:1 0 1:1SPECIFIC
electrical variable speed drive, or driven by
vane -axial with variable speed blades, or operate
with motor demand -30% design kW at 50%
design flow - calculations required
SYSTEM C40328 Mechanical HVAC piping insulation thickness. Where piping El 0 0SPECIFIC
is installed in or under a slab, verification may
need to occur during Foundation Inspection.
SYSTEM —SPECIFIC C403.2.71.3 Mechanical Ductwork operating >3 in. water column requires 0 1:1 1:1
air leakage testing.
SYSTEM —SPECIFIC C403.4.3.5 Mechanical Reduce flow in pumping systems > 10 hp to
multiple chillers or boilers when others are shut
down.
SYSTEM C403.4.3.3.3 Mechanical Two -position automatic valve interlocked to shut 1:1 1:1 13SPECIFIC
off water flow when hydronic heat pump with
pumping system >10 hp is off.
SYSTEM C403.4.6 Mechanical Condenser heat recovery system that can heat 1:1 1:1 0SPECIFIC
water to 85 OF or provide 60% of peak heat
rejection is installed for preheating of service hot
water in 24/7 facility, water cooled systems reject
6 MMBtu, SHW load -1 MMBtu.
SYSTEM —SPECIFIC C403,47 Mechanical Hot gas bypass limited to: 13 0 0
240 kBtu/h — 50%
240 kBtu/h — 25%
SYSTEM —SPECIFIC C40324.2 Mechanical Heating and cooling to each zone is controlled by 00 0
a thermostat control. Minimum one humidity
control device per installed
humidification/dehumidification system.
SYSTEM —SPECIFIC C40324.13 Mechanical Systems include optimum start controls. 13 13 1:1
SYSTEM —SPECIFIC C403,2,4.1.1 Mechanical Heat pump controls prevent supplemental electric 1:1 13 11
resistance heat from coming on when not needed.
SYSTEM —SPECIFIC C404.3 Mechanical Public lavatory faucet water temperature <=110°F. 13 13 1:1
SYSTEM —SPECIFIC C404.5 Mechanical All piping in circulating system insulated 0 0 El
SYSTEM —SPECIFIC C404.5 Mechanical First 8 ft of outlet piping is insulated 1:1 0 1:1
SYSTEM —SPECIFIC C404.5 Mechanical All heat traced or externally heated piping 1:1 0 11
insulated
SYSTEM —SPECIFIC C404.6 Mechanical Controls are installed that limit the operation of a 1:1 0
recirculation pump installed to maintain
temperature of a storage tank.
SYSTEM —SPECIFIC C404,71 Mechanical Pool heaters are equipped with on/off switch and
no continuously burning pilot light.
SYSTEM C404.7.3 Mechanical Vapor retardant pool covers are provided for 1:3 1:1 13SPECIFIC
heated pools and permanently installed spas.
SYSTEM —SPECIFIC C404.72 Mechanical Time switches are installed on all pool heaters 1:1 0 1:1
and pumps.
Testing C40823.2 Mechanical HVAC control systems have been tested to 0 1:3 0
ensure proper operation, calibration and
adjustment of controls.
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Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option
7/5/2017 Page 11 of 19
Mandatory - Additional - - - -
I I
C406 Project Efficient HVAC performance, efficient lighting 13 1:3 13
system, or on -site supply of renewable energy
consistent with what is shown the approved plans.
Insulation C402.2.8 Project Bottom surface of floor structures incorporating 1:1 13 1:1
radiant heating insulated to -R-3.5.
Post Construction C408.3 Exterior Lighting Lighting systems have been tested to ensure
proper calibration, adjustment, programming, and
operation.
Post Construction C408.2.5.1 Interior Lighting Fumished as -built drawings for electric power 0 1:3 0
systems within 30 days of system acceptance.
Post Construction C303.3.C408.2.5,2 Interior Lighting Fumished O&M instructions for systems and
equipment to the building owner or designated
representative.
Post Construction C408.3 Interior Lighting Lighting systems have been tested to ensure 1:1 0
proper calibration, adjustment, programming, and
operation.
Post Construction C408.2.5.1 Mechanical Furnished HVAC as -built drawings submitted
within 90 days of system acceptance,
Post Construction C303.3,C408,2.5.2 Mechanical Furnished O&M manuals for HVAC systems 1] 13 0
within 90 days of system acceptance.
Post Construction C408.2.5.3 Mechanical An air and/or hydronic system balancing report is 1:1 1:1 1:3
provided for HVAC systems.
Post Construction C408,21 Mechanical Commissioning plan developed by registered 1:1 E3
design professional or approved agency.
Post Construction C408.2.4 Mechanical Preliminary commissioning report completed and 1:3 1:1 0
certified by registered design professional or
approved agency.
Post Construction C408.2.5,4 Mechanical Final commissioning report due to building owner 1:1 1:1 1:3
within 90 days of receipt of certificate of
occupancy.
Post Construction C408.2.3.1 Mechanical HVAC equipment has been tested to ensure 1:3 1:1 E]
proper operation.
Post Construction C408.2.3.3 Mechanical Economizers have been tested to ensure proper
operation.
EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015
Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option
7/5/2017 Page 12 of 19
Input Data Report
ii ii i i i wow m iw wwwwww ionwww w
Project Name: C0617263
Address: 623 Trestle Point
Owner:
Building Type: Office
No.of Stories: I
Bldg. Rotation: None
Proiect Information
Project Title: Lot 13 & 14 Rand Yard Commerce Center
State: FL Zip: 32771
Building Classification: New Finished building
GrossArea (SF): 8,532
Zones
No Acronym Description Type Area Multi Total Area
sq Isf1
1 Offices Offices CONDITIONED 1622.0 1 1622.0
2 Uncond Uncond WareHouse UNCONDITIONED 6910.0 1 6910.0
WareHouse
Spaces
No Acronym Description Type Depth
IN
Width
IN
Height Mult
IN
Total
Area
Total
Vollcf]
Isfl
In Zone: Offices
1 Offices Offices Office - Open Plan 29.49 55.00 9.50 1 1622.0 15409.0
In Zone: Uncond WareHouse
1 Uncond WareH Uncond WareHouse Storage & Warehouse - Bulky 71.98 96.00 20.00 1 6910.0 138200.0
Active Storage
EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015
Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option
7/5/2017 Page 13 of 19
Lighting
No Type Category No. of Watts per Power Control Type No.of
In Zone: Offices
In Space: Offices
I Compact Fluorescent Exit Sign 1 5 5 Security (continuous) I
2 Compact Fluorescent General Lighting 24 64 1536 Occupancy sensor without I E]
Daylighting
In Zone: Uncond WareHouse
In Space: Uncond WareHouse
I Compact Fluorescent Exit Sign 1 5 5 Security (continuous) I
2 Compact Fluorescent General Lighting 14 150 2100 Occupancy sensor without 3 El
Daylighting
Walls (Walls will be rotated clockwise by building rotation value)
No Description Type Width H (Effec) Multi Area Orient Cond- Heat Dens. R-Value
In Zone: Offices
EnergyGeuge8ummit@Fla8Cum-2O14.TAM 2O144.8Compliant Software, Effective Date: June 3I2016 Florida
Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option
Windows (Windows will be rotated clockwise by building rotation value)
No Description Orientation Shaded U SHGC Vis.Tra W H (Effec) Multi Total Area
Btu/hr sf F) ft] IN plier [sf]
In Zone: Offices
In Wall: S Wall
1 Low-e South No 0.9000 0.68 0.66 1.70 7.00 4 47.6 El
In Wall: W Wall
1 Low-e West No 0.9000 0.68 0.66 1.70 7.00 9 107.1
2 Low-e West No 0.9000 0.68 0.66 100 7.00 1 21.0
Doors
No Description Type Shade? Width H (Effec) Multi Area Cond. Dens. Ht Cap. R
IN IN plier [s9 Btu/h.sf.Fl [Ib/cf[ [Btu/sf. [h.sf.F/
Fl Btu]
In Zone: Offices
In Wall: E Wall
I Door Solid core (lush No 3.00 7.00 1 21.0 0.3504 0.00 0.00 2.85
2.25)
Roofs
I+to Description Type Width II (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value
ftl IN plier sf] [deg] Btu/h.Sf. Fl [Btu/sf. Fl [lb/ef] [h.sf.F/Btu
In Zone: Offices
I Metal, R-30 Mti Bldg Roof/R-19 55.00 29A9 1 1622.0 0.00 0.0492 1.34 9A9 20.3
Batt
EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software, Effective Date: June 30, 2015
Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option
7/5/2017 Page 15 of 19
Skylights
No Description Type U SHGC Vis.Trans W H (Effec) Multi- Area Total Area
Btu/hr sf F] ft] [ft] plier [Sfl IS11
In Zone:
In Roof:
Floors
No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R-Value
IN [ft] plier lsfl [Btu/h.sEF [Btu/sE F] [lb/cf] jh.sLF/Btu
In Zone: Of
I Slab on grade I ft. soil, concrete 55.00 29.49 1 1622.0 0.2681 34.00 113.33 3.73
floor, carpet and
rubber pad
Systems
AHU Split HP Constant Volume Air Cooled
Split System < 65000 Btu,/hr
No. Of Units
I
Component Category Capacity Efficiency IPLV
I
2
3
4
Cooling System
Heating System
Air Handling System -Supply
Air Handling System - Return
57000.00 14.00 8.00
54500.00 8.20
1900,00 0.00
1900.00 0.00
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Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option
7/5/2017 Page 16 of 19
Plant
Equipment Category Size Inst.NiEff. IPLV
Water Heaters
W-Heater Description Capacity Cap.Unit I/P Rt. Efficiency Loss
I Electric water heater 20 (Gal] [kW] 0.9700 [Efl Btu/b] E3
Description Category No. of Watts per Area/Len/No Control Wattage
Piping
No Type Operating Insulation
Temp Conductivity
Nomonal pipe
Diameter
Insulation
Thickness
Is
Runout?
Fenestration Used
Name Glass Type No. of
Glass
SHGC VLT
Panes
Conductance
EnergyGaugeSummit0Fla/Com-2014.TAM 2O14-1.0Compliant Software. Effective Date: June 3O.2O15 Florida
Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building PeOormance Compliance Option
Materialsl
Mat No Acronym Description Only
Used
RVallue Thick Cond-
Btu/h.ft.F
Density Sp. Heat
EnorgyGaugeGummit@FlaxCom-2O14.TAM 2O14-1.0Compliant Software. Effective Date: June 3l2015 Florida
Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/
5/2017 Page \8ofl9
Constructs Used
Simple Massless Conductance Heat Cap Density RValue
No Name Construct Construct Btu/b.sf.Fj lBtu/sf.Fj jib/cfl h.sf.F/Btuj
1055 Metal No No 0.09 1.07 1938 10.9
siding/2x4@24"+Rl 1Batt/5/8"Gyp
Layer Material Material Thickness Framing
No. IN Factor
1 4 Steel siding 0.0050 0.000 El
2 271 2x4@24" oc + R I I Batt 0.2917 0.000 El
3 187 GYP OR PLAS BOARD, I /21N 0.0417 0.000 0
Simple Massless Conductance Heat Cap Density RValue
No Name Construct Construct lBtu/h.sf.Fl lBtu/sLFJ jlb/cfj hsf.F/Btuj
1056 Mtl Bldg Roof/R-19 Batt No No 0.05 1.34 9.49 20.3 1:1
Layer Material Material Thickness Framing
No. IN Factor
1 94 BUILT-UP ROOFING, 3/81N 0.0313 0.000 El
2 23 6 in. Insulation 0.5000 0.000 El
Simple Massless Conductance Heat Cap Density RValue
No Name Construct Construct Btu/h.sf.Fl lBtu/sf.Fl Ilb/cq ih.sf.F/Btuj
1057 1 ft. soil, concrete floor, carpet and No No 0.27 34.00 113.33 3.7
rubber pad
Layer Material Material Thickness Framing
No. R Factor
1 265 Soil, I ft 1,0000 0.000 El
2 48 6 in. Heavyweight concrete 0.5000 0.000 11
3 178 CARPET W/RUBBER PAD 0,000 El
Simple Massless Conductance Heat Cap Density RValue
No Name Construct Construct Btu/b.sEFJ [Btu/sEF1 jib/cfl lb.sf.F/Btuj
1058 Solid core flush (2.25) No Yes 0.35 2.9
Layer Material Material Thickness Framing
No. Iftl Factor
1 279 Solid core flush (2.25") 0.000
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7/5/2017 Page 19 of 19
EnergyGauge Summit® v5.20
INPUT DATA REPORT
Project Information
Project Name: C0617263 Orientation: 0 Deg Clockwise. Walls & Windows will
be rotated accordingly
Project Title: Lot 13 & 14 Rand Yard Commerce Center Building Type: office
Address: 623 Trestle Point Building Classification: New Finished building
State: FL
No.of Stories: I
Zip: 32771 GrossArea: 8532 SF
Owner:
No Acronym
I Offices
2 Uncond
Warel-louse
Zones
Description Type Area Multiplier Total Area
lSfl lsfl
Offices CONDITIONED 1622.0 1 1622.0
Uncond WareHouse UNCONDITIONED 6910.0 1 6910.0
7/5/2017 EnergyGauge Summit* v5.20 I
Spaces
No Acronym Description Type Depth Width Height Multi Total Area Total Volume
IN IN 1111 plier Isf] [cf]
In Zone: Offices
I Offices Offices Office - Open Plan 29.49 55.00 9.50 1 1622.0 15409.0
In Zone: Uncond WareHouse
I Uncond WareUUncond WareHouse Storage & Warehouse - 71.98 96.00 20.00 1 6910.0 138200.0
Bulky Active Storage
Lighting
No Type Category No. of Watts per Power Control Type No.of
Luminaires Luminaire 1W] Ctrl pts
In Zone: Offices
In Space: Offices
I Compact Fluorescent Exit Sign 1 5 5 Security (continuous) I
2 Compact Fluorescent General Lighting 24 64 1536 Occupancy sensor without I
Daylighting
In Zone: Uncond WareHouse
In Space: Uncond WareHouse
I Compact Fluorescent Exit Sign 1 5 5 Security (continuous) I
2 Compact Fluorescent General Lighting 14 150 2100 Occupancy sensor without 3
Daylighting
Walls (Walls will be rotated clockwise by building rotation value)
No Description Type Width H (Effec) Multi Area Orientation Conductance Heat Dens. R-Value
Ift] Iftl plier Isf] lBtu/hr. sf. F] Capacity jib/cf] jh.sf.F/Btuj
jBtu/sf.Fj
nZone: Offices
I Block, Frame R-13 Metal 55.00 9.50 1 522.5 West 0,0920 1.072 19.38 10.9
siding/2x4@24"+R I
lBatt/5/8"Gyp
7/5/2017 EnergyGauge Summit® v5.20
2 Block, Frame R-13 Metal 29.50 9.50 1 280.3 South 0.0920 1.072 19.38 10.9 0
siding/2x4@24"+R1
1Batt/5/8"Gyp
3 Frame, R- 13 Metal 29.50 9,50 1 280.3 North 0.0920 1.072 19.38 10.9 El
sidin,g/2x4@24"+R1
lBatt/5/8"Gyp
4 Frame, R- 13 Metal 55,00 9.50 1 522.5 East 0.0920 1.072 19.38 10.9 El
siding/2x4@24"+Rl
1Batt/5/8"Gyp
Windows (Windows will be rotated clockwise by building rotation value)
No Description Orientation Shaded U SHGC Vis.Tra W H (Effec) Multi Total Area
JBtu/hr sf F1 IN Ift] plier IS11
In Zone: Offices
In Wall: S Wall
I Low-e South No 0.9000 0.68 0,66 1.70 TOO 4 47.6
n Wall: W Wall
I Low-e West No 0.9000 0.68 0.66 1.70 7.00 9 107.1
2 Low-e West No 0.9000 0.68 0.66 3.00 7.00 1 21.0
Doors
No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R-Value
ifti Iftl plier Isfl Btu/hr. sL F1 jib/cfl lBtu/sL Fj Ih.sLF/Btul
In Zone: Offices
In Wall: E Wall
I Door Solid core flush No 3.00 7.00 1 21.0 0.3504 0.00 0.00 2.85 E-1
2,25)
Roofs
No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value
IN IN plier Isfl Ideg] LlBtu/hr.SFl jBtu/sLFj jib/cfl Ih.sLF/Btul
11In Zone: Offices 7/
5/2017 EnergyGauge Summit* v5.20
I Metal, R-30 Mfl Bldg Roof/R-19 55.00 29,49 1 1622.0 0.00 0.0492 1.34 9.49 20.3
Batt
Skylights
No Description Type U SHGC Vis.Trans W H (Effec) Multiplier Area Total Area
lBtu/hr sf F1 IN IN S11 IS11
In Zone:
In Roof.
Floors
No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R-Value
IN Ift] plier Isf] 113tu/hr. sL F1 jBtu/sL F] jib/cf] jh.sLF/Btuj
In Zone: Offices
I Slab on grade I ft. soil, concrete 55.00 29.49 1 1622.0 0.2681 34.00 113.33 3.73
floor, carpet and
rubber pad
Systems
AHU Split HP Constant Volume Air Cooled Split No. Of Units I
System < 65000 Btu/hr
Component Category Capacity Efficiency IPLv
I
2
3
4
Cooling System
Heating System
Air Handling System -Supply
Air Handling System - Return
57000.00 14.00 8.00
54500.00 8.20
1900.00 0,00
1900,00 0.00
7/5/2017 EnergyGauge Summit* v5.20
Plant
Equipment Category Size Inst.No Eff. IPLV
Water Heaters
W-Heater Description Capacit3cap.tjnit I[P Rt. Efficiency Loss
I Electric water beater 20 [Gal] [kW] 0.9700 [Efl [13tu/h] El
Ext-Lighting
Description Category No. of Watts per Area/Len/No. of units
Luminaires Luminaire [sVft/No]
Control Type Wattage
w]
Piping
Operating Insulation
No Type
Temperature Conductivity
IF] I Btu-in/hAF1
Nomonal pipe
Diameter
fin]
Insulation Is Runout?
Thickness
linj
Fenestration Used
Name Glass Type No. of
Glass
SHGC VLT
Panes
Conductance
jBtu/h.sf.Fj
ASHULDblClrM User Defined 2 0.9000 0.6800 0.6600 E-1
fl-oth frM I
7/5/2017 EnergyGauge Summit* v5.20
Materials Used
Mat No Acronym Description Only R-Value RValue Thickness Conductivity Density SpecificHeat
Used jh.sff/Btuj IN lBtu/h.ft.Fl jib/cfl lBtu/ib.Fj
187 at 187 6 Y P OR PLAS No 0.4533 0.0417 0,0920 5000 0.2000 Li
BOARD, 1/21N
178 Mat1178 CARPET W/RUBBER PAD Yes 1.2300
265 Mat1265 Soil, I ft No 2.0000 1.0000 0,5000 100.00 0.2000
48 Matl48 6 in. Heavyweight concrete No 0.5000 0.5000 1,0000 140.00 0.2000
23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000
4 Matl4 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000
271 Mat1271 2x4@24" oc + RI I Batt No 10.4179 0.2917 0.0280 7.11 0.2000
279 Mat1279 Solid core flush (2.25") Yes 2.8537
94 Mat194 BUILT-UP ROOFING, 3/81N No 0.3366 0.0313 0.0930 70.00 0,3500
Constructs Used
No Name
Simple Massless Conductance Heat Capacity Density RValue
Construct Construct lBtu/h.sLFI lBtu/sf.Fl jib/cfl Ih.sLF/Btul
1055 Metal siding/2x4@24"+R I I Batt/5/8"Gyp No No 0.09 1.07 19.38 10.9
Layer Material Material Thickness Framing
No. IN Factor
1 4 Steel siding 0.0050 0,000
2 271 2x4@24" oc + RI I Batt 0.2917 0.000
3 187 GYP OR PLAS BOARD, 1/21N 0.0417 0.000
7/5/2017 EnergyGauge Summit* v5.20
No Name
Simple Massless Conductance Heat Capacity Density RValue
Construct Construct lBtu/h.sLFI lBtu/sf.Fl jib/cfl ih.sLF/Btuj
1056 MtI Bldg Roof/R-19 Batt No No 0.05 1.34 9.49 20.3
Layer Material Material Thickness Framing
No. IN Factor
1 94 BUILT-UP ROOFING, 3/81N 0.0313 0.000
2 23 6 in. Insulation 0.5000 0.000
No Name
Simple Massless Conductance Heat Capacity Density RValue
Construct Construct lBtu/h.sf.Fi jBtu/sf.Fj jib/cl] jh.sf.F/Btuj
1057 1 ft. soil, concrete floor, carpet and rubber pad No No 0.27 34.00 113.33 3.7
Layer Material Material Thickness Framing
No. IN Factor
1 265 Soil, I ft 1.0000 0.000
2 48 6 in. Heavyweight concrete 0.5000 0.000
3 178 CARPET W/RUBBER PAD 0.000
No Name
Simple Massless Conductance Heat Capacity Density RValue
Construct Construct lBtu/h.sf.Fl lBtu/sf.Fl jib/cl] h.sf.F/Btul
1058 Solid core flush (2.25) No Yes 0.35 2.9
Layer Material Material Thickness Framing
No. IN Factor
1 279 Solid core flush (2.25") 0.000
7/5/2017 EnergyGauge Summit* v5.20 7
FFICE P15RI18T
K 1Universal !Kn Dn m
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Wices By. mvo
JHR Consultants, Inc
2 Forrest Ave, Altarnorte springs, FL 32701 Phone: 407-262-9176
For: Lots 13&14Rand Yard Commerce Center 623
Trestle Point Sanford, FL 32771 Heating
Equipment Cooling Equipment Make
Carrier mBqv Make Carrier or Eqv Model
CH14NBO800000A Model CH14NE0000000A Type
SpU /SHP Type Split/KSHP Efficiency
8.2HSFf COP/EER/SEER 14.0 Heating
Input Sensible Cooling 388 N1Btuh Heating
Output 54.5 yWBtuh@47^F Latent Cooling 171 yN0oh Humidifier
118 gpd Total Cooling 57.0 NBtoh LeavingAirTemp
708 OF LeoWngAirTemp 55.0 OF Actual
Heating Fan O dm Actual Cooling Fan 1900 ohn Equipment
Location Offices System
Type PBAKCV Fan
Motor Heat Type PACKAGE Fan &
Motor Combined Efficiency 0 96 Static
Pressure Across Fan 0 inH2O NAME Area
Heat Sensible Latent Htg Cig Time 4"1 ...
la 4..1, "lr V ."` U ""V . 2017-m-
05m091 wmig"usovu
mutt-au*&umve"w20,7,/u,0moU07440 page`
Offices 1622 31167 1 37847 1 12135 1 01 1900 Jul 1700 LDT
2017-Jul-05 09:09:11
wrightsoft, Rigti-SUte(&Uriversal201717.0.IORSL)07440 Page 2
le\C0617263 - Rand Yard Lots 13-14=617263,mp Calc = MN5 Building Frort faces: W
Right -Suite® Universal 2017 Load Summary Job: C0617263
wrightsoft Date: 07-05-17
Offices By. JND
JHR Consultants, Inc
Forrest Ave, Attamorte springs, FL 32701 Prone: 407.262-9176
For: Lots 13 & 14 Rand Yard Commerce Center
623 Trestle Point Sanford, FL 32771
Zone: Offices COOLING LOAD
1. DESIGN CONDITIONS at Jul 1700 LDT Peak load at Jul 1700 LDT
Inside: 75 *F Outside: 92 *F TD: 17 'F
RH: 45 % MoistDiff. 38.7 grAb Mult 1.0 Ins.wb 63 'F
Sensible Latent
2. SOLAR RADIATION THROUGH GLASS 7452
3. TRANSMISSION GAINS Sensible 6146
Walls: 2593
Glass: 1702
Doors: 221
Partitions: 0
Floors: 0
Ceilings: 1629
4. INTERNAL HEAT GAIN Sensible Latent 10146 4370
Occupants: 1786 1650
Lights: 5788
Motors: 0
Appliances: 2572 2720
5. INFILTRATION: Outside air cfm: 108 2071 2834
6. SUBTOTAL: Space load Sensible Latent 25815 7204
Envelope 25815 7204
Less external 0
Redistribution 0 0
7. SUPPLY DUCT 4804
SUBTOTAL: Space load + supply duct 30619
Actual cfm: 1900 at supply TD: 20
9. VENTILATION: Make-up air c1m: 137 2630 3598
10. RETURN AIR LOAD: Lighting + plenum (net) 0
11. RETURN DUCT 4599
12. TOTAL LOADS ON EQUIPMENT 37847 12135
HEATING LOAD
13. DESIGN CONDITIONS Mult 1.0
Inside: 70 *F Outside: 41 'F TD: 29 *F
14. TRANSMISSION LOSSES 12024
Walls: 4513
Glass: 3266
Doors: 214
Partitions: 0
Floors: 2427
Ceilings: 1605
15. INFILTRATION: Outside air cfm: 208 6646
16. SUBTOTAL: Spade load 18670
Envelope 18670
Less external 0
Less transfer 0
Redistribution 0
17. SUPPLY DUCT- 3140
I& VENTILATION: Make-up air cfm: 137 4374
19. HUMIDIFICATION 4174
Piping 0
20. RETURN DUCT 809
21. TOTAL HEATING LOAD ON EQUIPMENT 31167
wrllgh2017-JLJ-05 09 09:11 tsofV
Mgft Stite&L)nversal20l7l7.0.IORSL)07440 I rr- P:age Je=
617263 - Rard Yard Lots 13-14\00617263.rip Calc=MN5 Wilding Frort faces: W
Right -Suite@) Universal 2017 Load Summary Job: C0617263
wrightsoft Date: 07-05-17
ah By. JND
JHR Consultants, Inc
Forrest Ave, Altamrie springs, FL 32701 Phow 407-262-9176
For: Lots 13 & 14 Rand Yard Commerce Center
623 Trestle Point Sanford, FL 32771
Zone: ah COOLING LOAD
1. DESIGN CONDITIONS at Jul 1700 LDT
Inside: 75 T Outside: 92 'F
RH: 45 % MoistDiff. 38.7 grAb
2. SOLAR RADIATION THROUGH GLASS
3. TRANSMISSION GAINS Sensible
Walls: 64
Glass: 0
Doors: 0
Partitions: 0
Floors: 0
Ceilings: 13
4. INTERNAL HEAT GAIN Sensible
Occupants: 0
Lights: 0
Motors: 0
Appliances: 0
5. INFILTRATION: Outside air cfm:
6. SUBTOTAL: Space load Sensible
Envelope 77
Less external 0
Redistribution 0
7. SUPPLY DUCT
8. SUBTOTAL: Space load + supply duct
Actual cfm: 6 at supply TD:
9. VENTILATION: Make-up air cfm:
10. RETURN AIR LOAD: Lighting + plenum (net)
11. RETURN DUCT
12. TOTAL LOADS ON EQUIPMENT
Peak load at Jul 1600 LDT
TD: 17 *F
Mult 1.0 Ins.wb 63 'F
Sensible Latent
0
77
Latent 0 0
0
0
0 0 0
Latent 77 0
0
0
14
91
20
1 16 21
0
14
121 33
HEATING LOAD
13. DESIGN CONDITIONS Mult 1.0
Inside: 70 *F Outside: 41 'F TD: 29 T
14. TRANSMISSION LOSSES 119
Walls: 106
Glass: 0
Doors: 0
Partitions: 0
Floors: 0
Ceilings: 13
15. INFILTRATION: Outside air cfm: 0 0
16. SUBTOTAL: Space load 119
Envelope 119
Less external 0
Less transfer 0
Redistribution 0
17. SUPPLY DUCT- 20
I& VENTILATION: Make-up air cftn: 1 26
19. HUMIDIFICATION 10
Piping 0
20. RETURN DUCT 5
21. TOTALHEATING LOAD ON EQUIPMENT 180
2017-JLI-05 0"9:11
tr wrilghtSoft' Pigtt-SuteOUriversai2Ol7l7.0.10RSL)07440 Page 2 1000617263 -
Rand Yard Lots 13-14\00617263,rLp Calc = MN5 B01ding Frort faces: W
wrightsoftRight-
Suite® Universal 2017 Load Summary Job: C0617263 Date:
07-05-17 Break
Rm By, JND JHR
Consultants, Inc 312
Forrest Ave, Altamonte Springs, FL 32701 Phone: 407-262-9176 oject
inlrormation For
Lots 13 & 14 Rand Yard Commerce Center 623
Trestle Point Sanford, FL 32771 Zone:
Break Rm COOLING LOAD 1.
DESIGN CONDITIONS at Jul 1700 LDT Inside:
75 *F Outside: 92 'F RH:
45 % MoistDifr 38.7 grAb 2.
SOLAR RADIATION THROUGH GLASS 3.
TRANSMISSION GAINS Sensible Walls:
389 Glass:
0 Doors:
0 Partitions:
0 Floors:
0 Ceilings:
127 4.
INTERNAL HEAT GAIN Sensible Occupants:
0 Lights:
482 Motors:
0 Appliances:
376 5.
INFILTRATION: Outside air cfm: 6.
SUBTOTAL: Space load Sensible Envelope
1373 Less
external 0 Redistribution
0 7.
SUPPLY DUCT 8.
SUBTOTAL: Space load + supply duct Actual
cfm: 100 at supply TD: 9.
VENTILATION: Make-up air cfm: 10.
RETURN AIR LOAD: Lighting + plenum (net) It.
RETURN DUCT 12.
TOTAL LOADS ON EQUIPMENT Peak
load at Jul 1700 LDT TD:
17 'F Mult
1.0 Ins.wb 63 'F Sensible
Latent 0
515
HEATING
LOAD Latent
858 0 0
0
0
0 0 Latent
1373 0 0
0
256
1629
20
8
145 199 0
245
2019
302 13.
DESIGN CONDITIONS Mult 1.0 Inside:
70 *F Outside: 41 *F TD: 29 'F 14.
TRANSMISSION LOSSES 771 Walls:
646 Glass:
0 Doors:
0 Partitions:
0 Floors:
0 Ceilings:
125 1-
5. INFILTRATION: Outside air cfm: 0 0 16.
SUBTOTAL: Space load 771 Envelope
771 Less
external 0 Less
transfer 0 Redistribution
0 17.
SUPPLYDUCT-. 130 I&
VENTILATION: Make-up air ch: 8 242 19.
HUMIDIFICATION 91 Piping
0 20.
RETURN DUCT 33 21.
TOTAL HEATING LOAD ON EQUIPMENT 1267 2017-
JLA-05 09:09:11 wrlightSoft'
Rgft.S.tWUriversa[201717.0.10RSL)07440 Page 3 JeC0617263 -
Rand Yard Lots 13-14\00617263.rLp Calc = MNS BUIding Front faces: W
Right -Suite@) Universal 2017 Load Summary Job: C0617263
wright-soft,
loset
Date: J07-05-17
CB)r ND JHR
Consultants, Inc 312
Forrest Ave, Altarnorle springs, FL 32701 Phone 407-262-9176 e-
roject intormation For:
Lots 13 & 14 Rand Yard Commerce Center 623
Trestle Point Sanford, FL 32771 Zone:
C4oset COOLING LOAD 1.
DESIGN CONDITIONS at Jul 1700 LDT Peak load at Jul 1700 LDT Inside:
75 OF Outside: 92 OF TD: 17 OF RH:
45 % MoistDiff. 38.7 grAb Mult 1.0 Ins.wb 63 OF Sensible
Latent 2.
SOLAR RADIATION THROUGH GLASS 0 3.
TRANSMISSION GAINS Sensible 161 Walls:
102 Glass:
0 Doors:
0 Partitions:
0 Floors:
0 Ceilings:
59 4.
INTERNAL HEAT GAIN Sensible Latent 241 0 Occupants:
0 0 Lights:
241 Motors:
0 Appliances:
0 0 5.
INFILTRATION: Outside air cfm: 0 0 0 6.
SUBTOTAL: Space load Sensible Latent 402 0 Envelope
402 0 Less
external 0 Redistribution
0 0 7.
SUPPLY DUCT 75 SUBTOTAL:
Space load + supply duct 477 Actual
cfm: 29 at supply TD: 20 9.
VENTILATION: Make-up air cfm: 7 135 185 10.
RETURN AIR LOAD; Lighting + plenum (net) 0 11.
RETURN DUCT 72 12.
TOTAL LOADS ON EQUIPMENT 684 233 HEATING
LOAD 13.
DESIGN CONDITIONS Mult 1.0 Inside:
70 OF Outside: 41 OF TD: 29 OF 14.
TRANSMISSION DOSSES 228 Walls:
170 Glass:
0 Doors:
0 Partitions:
0 Floors:
0 Ceilings:
58 15.
INFILTRATION: Outside air cfm: 0 0 16.
SUBTOTAL: Spaoe load 228 Envelope
228 Less
external 0 Less
transfer 0 Redistribution
0 17.
SUPPLY DUCT- 38 I&
VENTILATION: Make-up air cfm: 7 225 19.
HUMIDIFICATION 85 Piping
0 20.
RETURN DUCT 10 21.
TOTAL HEATING LOAD ON EQUIPMENT 586 2017—
U-05 09:09:11 wrightsoft'
PjgttSLiteSLJriversal20l7l7.0,10RSL)07440 Page 4 Ie100617263 -
Rand Yard Lots 13-14\00617263.rLp Calc = MN5 Bulding Frort faces: W
wrightsoft Right -Suite@ Universal 2017 Load Summary Job: C0617263
Date:
Conference Rm By: JND07-05-17
JHR Consultants, Inc
2 Forrest Ave, Altamorle Springs, FL 32701 Phore: 407-262-9176
For: Lots 13 & 14 Rand Yard Commerce Center
623 Trestle Point Sanford, FL 32771
Zone: Conference Rm COOLING LOAD
1. DESIGN CONDITIONS at Jul 1700 LDT Peak load at Jul 1700 LDT
Inside: 75 *F Outside: 92 *F TD: 17 T
RH: 45 % MoistDiff: 38.7 grAb Mult 1.0 Ins.wb 63 'F
Sensible Latent
2. SOLAR RADIATION THROUGH GLASS 0
3. TRANSMISSION GAINS Sensible 317
Walls: 185
Glass: 0
Doors: 0
Partitions: 0
Floors: 0
Ceilings: 133
4. INTERNAL HEAT GAIN Sensible Latent 782 0
Occupants: 0 0
Lights: 482
Motors: 0
Appliances: 300 0
5. INFILTRATION: Outside air cfrn: 0 0 0
6. SUBTOTAL: Space load Sensible Latent 1100 0
Envelope 1100 0
Less external 0
Redistribution 0 0
7. SUPPLY DUCT 205
8. SUBTOTAL: Space load + supply duct 1304
Actual cfm: 80 at supply TD: 20
9. VENTILATION: Make-up air drn: 8 152 208
10. RETURN AIR ]LOAD: Lighting + plenum (net) 0
11. RETURN DUCT 196
12. TOTAL LOADS ON EQUIPMENT 1652 317
HEATING LOAD
13. DESIGN CONDITIONS Mult 1.0
Inside: 70 *F Outside: 41 *F TD: 29 *F
14. TRANSMISSION LOSSES 438
Walls: 307
Glass: 0
Doors: 0
Partitions: 0
Floors: 0
Ceilings: 131
15. INFILTRATION: Outside air cfm: 0 0
16. SUBTOTAL-. Space load 438
Envelope 438
Less external 0
Less transfer 0
Redistribution 0
17. SUPPLY DUCT: 74
I& VENTILATION: Make-up air cfm: 8 253
19. HUMIDIFICATION 96
Piping 0
20. RETURN DUCT 19
21. TOTAL HEATING LOAD ON EQUIPMENT 880
j . 2017-A-05 09,09:11
11' wrilghtSoft' Rgtt-SUte(&Universal 2Ol7l7,0,IORSU07440 Page 5
1000617263 - Rand Yard Lots 13-14\00617263.rtp Calc = MNS Bulding Frort faoes: W
Right -Suite@ Universal 2017 Load Summary Job: C0617263
wrightsoft, Date: 07-0547
Corridor By: JND
JHR Consultants, Inc
Forrest Ave, Altamorte Spriggs, FL 32701 Phone: 407-262-9176
For: Lots 13 & 14 Rand Yard Commerce Center
623 Trestle Point Sanford, FL 32771
Zone: CorTidor COOLING LOAD
1. DESIGN CONDITIONS at Jul 1700 LDT Peak load at Jul 1700 LDT
Inside: 75 *F Outside: 92 T TD: 17 'F
RH: 45 % MoistDiff-. 38.7 grAb Mult 1D Ins.wb 63 *F
Sensible Latent
2. SOLAR RADIATION THROUGH GLASS 0
3. TRANSMISSION GAINS Sensible 463
Walls: 41
Glass: 0
Doors: 221
Partitions: 0
Floors: 0
Ceilings: 202
4. INTERNAL HEAT GAIN Sensible Latent 965 0
Occupants: 0 0
Lights: 965
Motors: 0
Appliances: 0 0
5. INFILTRATION: Outside air cfm: 0 0 0
6. SUBTOTAL: Space load Sensible Latent 1428 0
Envelope 1428 0
Less external 0
Redistribution 0 0
7. SUPPLY DUCT 266
8. SUBTOTAL: Space load +supply duct 1693
Actual cfm. 104 at supply TD: 20
9. VENTILATION: Make-up air cfm: 12 231 316
10. RETURN AIR LOAD: Lighting + plenum (net) 0
11. RETURN DUCT 254
12. TOTAL LOADS ON EQUIPMENT 2179 482
HEATING LOAD
13. DESIGN CONDITIONS Mult 1.0
Inside: 70 T Outside: 41 *F TD: 29 'F
14. TRANSMISSION LOSSES 480
Walls: 67
Glass: 0
Doors: 214
Partitions: 0
Floors: 0
Ceilings: 199
15. INFILTRATION: Outside air cfm: 0 0
16. SUBTOTAL: Space load 480
Envelope 480
Less external 0
Less transfer 0
Redistribution 0
17. SUPPLY DUCT- 81
I& VENTILATION: Make-up air cfm: 12 385
19. HUMIDIFICATION 146
Piping 0
20. RETURN DUCT 21
21. TOTAL HEATING LOAD ON EQUIPMENT 1112
Ili A 2017-JLJ-05 09:09:11
9w, wrightsoft' Right-SLikaUriversal20l7l7.0.10RSLJO7440 Page 6
leCO617263 - Rand Yard Lots 13-14\00617263.Rp Calc = MN5 Bulding Frort faces: W
Right -Suite® Universal 2017 Load Summary Job: C0617263
wrightsofV Date: 07-05-17
Lobby By JND
JHR Consultants, Inc
312 Forrest Ave, Altamorte springs, FL 32701 PhDre:407-262-9176
oject intormation
For: Lots 13 & 14 Rand Yard Commerce Center
623 Trestle Point Sanford, FL 32771
Zone: Lobby COOLING LOAD
1. DESIGN CONDITIONS at Jul 1700 LDT Peak load at Jul 1800 LDT
Inside: 75 *F Outside: 92 *F TD: 17 'F
RH: 45 % MoistDiff 38.7 grAb Mult 1.0 Ins.wb 63 'F
Sensible Latent
2. SOLAR RADIATION THROUGH GLASS 3123
3. TRANSMISSION GAINS Sensible 1243
Walls: 305
Glass: 747
Doors: 0
Partitions: 0
Floors: 0
Ceilings: 191
4. INTERNAL HEAT GAIN Sensible Latent 1513 1984
Occupants: 599 650
Lights: 482
Motors: 0
Appliances: 432 1334
5. INFILTRATION: Outside air cfm: 36 688 941
6. SUBTOTAL: Space load Sensible Latent 6567 2925
Envelope 6567 2925
Less external 0
Redistribution 0 0
7. SUPPLY DUCT 1222
8. SUBTOTAL: Space load + supply duct 7789
Actual cfm: 481 at supply TD: 20
9. VENTILATION: Make-up air cfm: 21 412 563
10. RETURN AIR LOAD: Lighting + plenum (net) 0
11. RETURN DUCT 1170
12. TOTAL LOADS ON EQUIPMENT 9371 3645
HEATING LOAD
13. DESIGN CONDITIONS Mult 1.0
Inside: 70 *F Outside: 41 *F TD: 29 'F
14. TRANSMISSION LOSSES 3060
Walls: 565
Glass: 1501
Doors: 0
Parttions: 0
Floors: 806
Ceilings: 189
1-5. INFILTRATION: Outside air cfm: 69 2206
16. SUBTOTAL: Space load 5266
Envelope 5266
Less external 0
Less transfer 0
Redistribution 0
17. SUPPLYDUCT- 886
18. VENTILATION: Make-up air cfm: 21 685
19. HUMIDIFICATION 1095
Piping 0
20. RETURN DUCT 228
21. TOTAL HEATING LOAD ON EQUIPMENT 8160
2017-M-05 09:09:11
rr- wrightsoft' Pigtt-StiteOUriversa[201717.0.10RSL)07440 Page 7
IeCO617263 - Rand and Lots 13-14\00617263,rtp Calc = MN5 Bulding Frortfaces: W
Right -Suite@) Universal 2017 Load Summary Job: C0617263
wrightsoft,
Officel
DateND
07-
05-17 By:
J JHR
Consultants, Inc Forrest
Ave, Altamorto Sprirgs, FL 32701 Phone: 407-262-9176 For:
Lots 13 & 14 Rand Yard Commerce Center 623
Trestle Point, Sanford, FL 32771 Zone:
Offloel COOLING LOAD I.
DESIGN CONDITIONS at Jul 1700 LDT Inside:
75 'F Outside: 92 *F RH:
45 % MoistDifF 38.7 grAb 2.
SOLAR RADIATION THROUGH GLASS 3.
TRANSMISSION GAINS Sensible Walls:
142 Glass:
239 Doors:
0 Partitions:
0 Floors:
0 Ceilings:
137 4.
INTERNAL HEAT GAIN Sensible Occupants:
238 Lights:
482 Motors:
0 Appliances:
309 5.
INFILTRATION: Outside air cfm: 6.
SUBTOTAL: Space load Sensible Envelope
3218 Less
e)demal 0 Redistribution
0 7.
SUPPLY DUCT 8.
SUBTOTAL: Space load + supply duct Actual
cfm: 239 at supply TD: 9.
VENTILATION: Make-up air cfm: 10.
RETURN AIR WAD: Lighting + plenum (net) 11.
RETURN DUCT 12.
TOTAL LOADS ON EQUIPMENT Peak
load at Jul 1800 LDT TD:
17 *F Mult
1.0 Ins.wb 63 'F Sensible
Latent 1386
517
Latent
1029 200 200
0
15
287 392 Latent
3218 592 592
0
599
3817
20
13
253 346 0
573
4643
1050 HEATING
LOAD 13.
DESIGN CONDITIONS Mult 1.0 Inside:
70 'F Outside: 41 *F TD: 29 *F 14.
TRANSMISSION LOSSES 1177 Walls:
265 Glass:
441 Doors:
0 Partitions:
0 Floors:
336 Ceilings:
135 15.
INFILTRATION: Outside air cfm: 29 919 16,
SUBTOTAL: Space load 2096 Envelope
2096 Less
external 0 Less
transfer 0 Redistribution
0 17.
SUPPLY DUCT: 352 I&
VENTILATION: Make-up air cfm: 13 421 19.
HUMIDIFICATION 508 Piping
0 20,
RETURN DUCT 91 21.
TOTAL HEATING LOAD ON EQUIPMENT 3467 2017-
JLA-05 0"9:11 wrightSoft*
RjgttSute(&Uriversal20l7l7.0.10RSL)07440 Page 8 JeC0617263 -
Rand Yard Lots 13-14100617263.np Calc = MNS BLAding Frort faces: W
Right -Suite@) Universal 2017 Load Summary Job: C0617263
wrightsoft, Date: 07-05-17
Office2 By, JND
JHR Consultants, Inc
Forrest Ave, Altamonte Springs, Ft. 32701 Pharr: 407-262-9176
For: Lots 13 & 14 Rand Yard Commerce Center
623 Trestle Point Sanford, FL 32771
Zone: Office2 COOLING LOAD
1. DESIGN CONDITIONS at Jul 1700 LDT
Inside: 75 OF Outside: 92 OF
RH: 45 % MoistDit 38.7 grAb
2. SOLAR RADIATION THROUGH GLASS
3. TRANSMISSION GAINS Sensible
Walls: 142
Glass: 239
Doors: 0
Partitions: 0
Floors: 0
Ceilings: 137
4. INTERNAL HEAT GAIN Sensible
Occupants: 238
Lights: 482
Motors: 0
Appliances: 309
5. INFILTRATION: Outside air cfm:
6. SUBTOTAL: Space load Sensible
Envelope 3218
Less external 0
Redistribution 0
7. SUPPLY DUCT
8. SUBTOTAL: Space load + supply duct
Actual cfm: 239 at supply TD:
9. VENTILATION: Make-up air cfm:
10. RETURN AIR LOAD: Lighting + plenum (net)
11. RETURN DUCT
12. TOTAL LOADS ON EQUIPMENT
Peak load at Jul 1800 LDT
TD: 17 OF
Mult 1.0 Ins.wb
Sensible
1386
517
HEATING LOAD
Latent
200
0
15
Latent
592
0
20
13
1029
287
3218
599
3817
253
0
573
4643
13. DESIGN CONDITIONS Mult 1.0
Inside: 70 OF Outside: 41 OF TD: 29 OF
14. TRANSMISSION LOSSES 1177
Walls: 265
Glass: 441
Doors: 0
Partitions: 0
Floors: 336
Ceilings: 135
15. INFILTRATION: Outside air cfm: 29 919
16. SUBTOTAL: Space load 2096
Envelope 2096
Less external 0
Less transfer 0
Redistribution 0
17. SUPPLY DUCT- 352
I& VENTILATION: Make-up air cfm: 13 421
19. HUMIDIFICATION 508
Piping 0
20. RETURN DUCT 91
21. TOTAL HEATING LOAD ON EQUIPMENT 3467
63 OF
Latent
200
392
592
346
1050
2017-JLJ-05 09:09:11
r?w_ wrightSoft' Pigtt-Sute(&Urversal2Ol7l7,0,10RSL)07440 Page 9
le\C0617263 - Rand Yard Lots 13-14=617263.nip Calc = MN5 1301ding Front faces: W
Right -Suite@ Universal 2017 Load Summary Job: C0617263
wrightsoft
Office3 By. JND
Date: 07-05-17
JHR Consultants, Inc
312 Forrest Ave, Altarnorte Springs, FL 32701 Phone: 407-262-9176
oject intormation
For: Lots 13 & 14 Rand Yard Commerce Center
623 Trestle Point Sanford, FL 32771
Zone: Offioe3 COOLING LOAD
1. DESIGN CONDITIONS at Jul 1700 LDT
Inside: 75 *F Outside: 92 *F
RH: 45 % MoistDiff 38.7 grAb
2. SOLAR RADIATION THROUGH GLASS
3. TRANSMISSION GAINS Sensible
Walls: 416
Glass: 239
Doors: 0
Partitions: 0
Floors: 0
Ceilings: 176
4. INTERNAL HEAT GAIN Sensible
Occupants: 238
Lights: 482
Motors: 0
Appliances: 397
5. INFILTRATION: Outside air cfm:
6. SUBTOTAL: Space load Sensible
Envelope 3702
Less external 0
Redistribution 0
7. SUPPLY DUCT
8. SUBTOTAL: Space load + supply duct
Actual cfm: 274 at supply TD:
9. VENTILATION: Make-up air cfm:
10. RETURN AIR LOAD: Lighting + plenum (net)
It. RETURN DUCT
12. TOTAL LOADS ON EQUIPMENT
Peak load at Jul 1800 LDT
TD: 17 'F
Mult 1.0 Ins.wb 63 *F
Sensible Latent
1386
830
HEATING LOAD
Latent 1117 200
200
0
19 368 504
Latent 3702 704
704
0
689
4390
20
16 298 407
0
659
5348 1255
13. DESIGN CONDITIONS Mult 1.0
Inside: 70 'F Outside: 41 'F TD: 29 'F
14. TRANSMISSION LOSSES 1778
Walls: 732
Glass: 441
Doors: 0
Partitions: 0
Floors: 432
Ceilings: 173
15. INFILTRATION: Outside air cfm: 37 1182
16. SUBTOTAL: Space load 2960
Envelope 2960
Less external 0
Less transfer 0
Redistribution 0
17. SUPPLY DUCT- 498
I& VENTILATION: Make-up air cftn: 16 495
19. HUMIDIFICATION 635
Piping 0
20. RETURN DUCT 128
21. TOTAL HEATING LOAD ON EQUIPMENT 4716
2017-JU-05 09:09:11
wrightsoft' Pigtt-SUteOUriversal20l717.0,10RSL)07440 Page 10
le\00617263 - Rand Yard Lots 13-14\00617261mv Calc = MN5 BUlding Frort faces: W
Right-Sulte(g) Universal 2017 Load Summary Job: C0617263
wrightsoft Date: 07-05-17
RR B)r. JND
JHR Consultants, Inc
Forrest Ave, Altarnorte Sprims, FL 32701 Phone: 407-262-9176
For: Lots 13 & 14 Rand Yard Commerce Center
623 Trestle Point Sanford, FL 32771
Zone: RR COOLING LOAD
1. DESIGN CONDITIONS at Jul 1700 LDT Peak load at Jul 1800 LDT
Inside: 75 *F Outside: 92 *F TD: 17 'F
RH: 45 % MoistDiff 38.7 grAb Mull~ 1.0 Ins.wb 63 'F
Sensible Latent
2. SOLAR RADIATION THROUGH GLASS 0
3. TRANSMISSION GAINS Sensible 61
Walls: 0
Glass: 0
Doors: 0
Partitions: 0
Floors: 0
Ceilings: 61
4. INTERNAL HEAT GAIN Sensible Latent 241 0
Occupants: 0 0
Lights: 241
Motors: 0
Appliances: 0 0
5. INFILTRATION: Outside air c1m: 0 0 0
6. SUBTOTAL: Space load Sensible Latent 302 0
Envelope 302 0
Less external 0
Redistribution 0 0
7. SUPPLY DUCT 56
8. SUBTOTAL: Space load + supply duct 358
Actual c1m: 22 at supply TD: 20
9. VENTILATION: Make-up air clm: 0 0 0
10. RETURN AIR LOAD: Lighting + plenum (net) 0
11. RETURN DUCT 54
12. TOTAL LOADS ON EQUIPMENT 412 50
HEATING LOAD
13. DESIGN CONDITIONS Mult 1.0
Inside: 70 *F Outside: 41 'F TD: 29 'F
14. TRANSMISSION LOSSES 60
Walls: 0
Glass: 0
Doors: 0
Partitions: 0
Floors: 0
Ceilings: 60
15. INFILTRATION: Outside air chi: 0 0
16. SUBTOTAL: Space load 60
Envelope 60
Less external 0
Less transfer 0
Redistribution 0
17. SUPPLY DUCT- 10
I& VENTILATION: Make-up air cfm: 0 0
19. HUMIDIFICATION 0
Piping 0
20. RETURN DUCT 3
21. TOTAL HEATING LOAD ON EQUIPMENT 73
A . 2017 U.05 09:0911
rfd" wrightSOft' Mgtt SUteODUriverwl2Ol7l7.0.10RSL)07440 Page 11
Je\00617263 - Rand Yard Lots 13-14\00617263,rLp Calc= MN5 BLilding Frortfaces: W
Right -Suite@) Universal 2017 Load Summary Job: C0617263
wrightsoft
RR2 By.
Date: 07-05-17
JND
JHR Consultants, Inc
312 Forrest Ave, Altamonte Springs, FL 32701 Phone: 407-262-9176
For: Lots 13 & 14 Rand Yard Commerce Center
623 Trestle Point Sanford, FL 32771
Zone: RR2 COOLING LOAD
1. DESIGN CONDITIONS at Jul 1700 LDT
Inside: 75 OF Outside: 92 OF
RH: 45 % MoistDifr 38.7 grAb
2. SOLAR RADIATION THROUGH GLASS
3. TRANSMISSION GAINS Sensible
Walls: 166
Glass: 0
Doors: 0
Partitions: 0
Floors: 0
Ceilings: 58
4. INTERNAL HEAT GAIN Sensible
Occupants: 0
Lights: 241
Motors: 0
Appliances: 0
5. INFILTRATION: Outside air cfin:
6. SUBTOTAL: Space load Sensible
Envelope 465
Less external 0
Redistribution 0
7. SUPPLY DUCT
8. SUBTOTAL: Space load + supply duct
Actual cIm: 34 at supply TD:
9. VENTILATION. Make-up air cftn:
10. RETURN AIR LOAD. Lighting + plenum (net)
11. RETURN DUCT
12. TOTAL LOADS ON EQUIPMENT
Peak load at Jul 1700 LDT
TD: 17 OF
Mult 1.0 Ins,wb 63 OF
Sensible Latent
0
224
Latent 241 0
0
0
0 0 0
Latent 465 0
0
0
86
551
20
0 0 0
0
83
634 47
HEATING LOAD
13. DESIGN CONDITIONS Mult 1.0
Inside: 70 OF Outside: 41 OF TD: 29 OF
14. TRANSMISSION LOSSES 333
Walls: 276
Glass: 0
Doors: 0
Partitions: 0
Floors: 0
Ceilings: 57
15, INFILTRATION: Outside air cl`m: 0 0
16. SUBTOTAL: Space load 333
Envelope 333
Less external 0
Less transfer 0
Redistribution 0
17. SUPPLY DUCT 56
I& VENTILATION: Make-up air cfm: 0 0
19. HUMIDIFICATION 0
Piping 0
20, RETURN DUCT 14
21. TOTALHEATING LOAD ON EQUIPMENT 403
1i I 2017-Jul-05 09,,09:11
rr w1rightSoft' Right-SuiaO Universal 2017 17.0.10 RSU07440 Page 12
Je\00617263 - Rand Yard Lots 13,14=617263.r4) Calc = MN5 BtAlding Front faces: W
Right-Suite(g) Universal 2017 Load Summary Job: C0617263
wrightsoft, Date: 07-0ND547
Secretary By J
JHR Consultants, Inc
312 Forrest Ave. Altarnorke Sprinas, FL 32701 PhDrie: 407-262-9176
For: Lots 13 & 14 Rand Yard Commerce Center
623 Trestle Point Sanford, FL 32771
Zone: Secretary COOLING LOAD
I. DESIGN CONDITIONS at Jul 1700 LDT Peak load at Jul 1600 LDT
Inside: 75 T Outside: 92 'F TD: 17 *F
RH: 45 % MoistDit 38.7 grAb Mult 1.0 Ins.wb 63 'F
Sensible Latent
2. SOLAR RADIATION THROUGH GLASS 171
3. TRANSMISSION GAINS Sensible 891
Walls: 454
Glass: 239
Doors: 0
Partitions: 0
Floors: 0
Ceilings: 199
4. INTERNAL, HEAT GAIN Sensible Latent 1648 1786
Occupants: 475 400
Lights: 723
Motors: 0
Appliances: 449 1386
5. INFILTRATION: Outside air c1m: 23 442 605
6. SUBTOTAL-. Space load Sensible Latent 3152 2391
Envelope 3152 2391
Less external 0
Redistribution 0 0
7. SUPPLY DUCT 587
8. SUBTOTAL: Space load + supply duct 3738
Actual c1m: 234 at supply TD: 20
9. VENTILATION: Make-up air cfm: 22 420 575
10, RETURN AIR LOAD: Lighting + plenum (net) 0
11. RETURN DUCT 561
12. TOTAL LOADS ON EQUIPMENT 4720 3128
HEATING LOAD
13. DESIGN CONDITIONS Mult 1'0
Inside: 70 T Outside: 41 'F TD: 29 'F
14. TRANSMISSION LOSSES 1952
Walls: 797
Glass: 441
Doors: 0
Partitions: 0
Floors: 518
Ceilings: 196
15. INFILTRATION: Outside air c1m: 44 1418
16. SUBTOTAL: Space load 3370
Envelope 3370
Less external 0
Less transfer 0
Redistribution 0
17. SUPPLY DUCT- 567
I& VENTILATION: Make-up air c1m: 22 699
19. HUMIDIFICATION 802
Piping 0
20. RETURN DUCT 146
21. TOTAL HEATING LOAD ON EQUIPMENT 5584
09:09
wrightsoft' Rgtt-S2017-
JU-05 utsOUriversal2Ol7l7.
O.lORSU07440 Page :11
13
Je\
00617263 - Rand lard Lots 13.14\00617263,rLp talc = MN5 Bulding Frortfaoes: W
wrightsoft, Right -Suite@ Universal 2017 Load Summary
Storage Rm
JHR Consultants, Inc
312 Forrest Ave, Aftamorte Springs, FL 32701 Phone: 407-262-9176
For. Lots 13 & 14 Rand Yard Commerce Center
623 Trestle Point Sanford, FL 32771
Job: C0617263
Date: 07-0547
By: JND
Zone: Sbrage Rm COOLING LOAD
1. DESIGN CONDITIONS at Jul 1700 LDT Peak load at Jul 1700 LDT
Inside: 75 *F Outside: 92 T TD: 17 *F
RH: 45 % MoistDiff. 38.7 grAb Mult 1D Ins.wb 63 'F
Sensible Latent
2. SOLAR RADIATION THROUGH GLASS 0
3. TRANSMISSION GAINS Sensible 328
Walls: 191
Glass: 0
Doors: 0
Partitions: 0
Floors: 0
Ceilings: 137
4. INTERNALHEAT GAIN Sensible Latent 482 0
Occupants: 0 0
Lights: 482
Motors: 0
Appliances: 0 0
5. INFILTRATION: Outside air cfm-. 0 0 0
6. SUBTOTAL: Space load Sensible Latent 811 0
Envelope 811 0
Less external 0
Redistribution 0 0
7. SUPPLY DUCT 151
8. SUBTOTAL- Space load + supply duct 962
Acbjal cfm: 59 at supply TD: 20
9. VENTILATION: Make-up air cfm: 16 315 431
10. RETURN AIR LOAD: Lighting + plenum (net) 0
It. RETURN DUCT 144
12. TOTAL LOADS ON EQUIPMENT 1421 543
HEATING LOAD
13. DESIGN CONDITIONS Mult 1.0
Inside: 70 'F Outside: 41 *F TD: 29 'F
14. TRANSMISSION LOSSES 453
Walls: 318
Glass: 0
Doors: 0
Partitions: 0
Floors: 0
Ceilings: 135
15. INFILTRATION: Outside air cfm: 0 0
16. SUBTOTAL. Space load 453
Envelope 453
Less external 0
Less transfer 0
Redistribution 0
17. SUPPLY DUCT- 76
I& VENTILATION: Make-up air cfm: 16 524
19. HUMIDIFICATION 198
Piping 0
20. RETURN DUCT 20
21. TOTALHEATING LOAD ON EQUIPMENT 1271
j . 09:0
rlw wrightsoft, Rjgtt-Sutet L)n\rwsal 2017 17.010 RSU07440
2017-JLJ-05
Page 19:114
1e\C0617263 - Rand Yard Lots 13-14\00617263.Rp Calc = MN5 BdIdirg Frort faces: W
A r--L I I- "I LS , 3
gjanus International
Group 135
Janus International Blvd Temple,
GA 30179 770-
562-2850 www.
janusi.ntl.com A
1 1(,4
A IMPORTANT INFORMATION A
A READ ALL WARNINGS BELOW A
cam Ftoc* a oow. a* LiL pE8R6 ffR wwrAtthfO mw.
s,
Qq
cOMOTV—
STAIC
4
oom..NBYcl
44
FIGURE 1: DDOR ASSEMBLY & GENERAL PART DESCRIPTIONS
14
13
6
10
4 2
12
3
7
TM
ZVI
Z WTATI OF a Z
17
t6
2
1 1 r so* atrml LH - Roff Famed Guide with wmbs, 73- PH - commBracket 26
Go. Ctat&rn 144 St8.pdAd#Swpvt 23',
Wmlooks H"dsf3p C.,..Sbd. L.dF 4
f S-ao.Ax* rellvww Comm step Pkit, s
411 M-now phee Bottom SarAssefft, 6
A.Itly 1','il LH - camm. Bracket Skdo Lock A"&rW/
FIGURE 2r SIDEROOM CLEARANCE RECUIRMENT CHART
11.8111", AF
04 DF
WOFAXLK
s 5Y
7 ..
ENOOFAXLE CLEARANCE Otn51DE
OF TERSCWR 6R.
CKE, V_E&RAHc_E FkO,
A)aECtFARANCP — OUTSIDE
OF CHAIN DRIVE — OVTSIDE
OF DRIVE BRACKE
CLEAkANCE S.
OvN END
5-0— EDGE
Cf OPENING NON-
ER; BAG(
OF C4" CLEARANCE BACK C.WDEMAR CE FIGURE
3: HORIZONTAL t VERTICAL HEADROOM REQUIREMENT CHART HEADROOM
D
0 21'
21' HEADROOM
21
Y, 21' L
tMAft
z;
r 21' apt0
No2T
2r 77=-
2r
2r OF
13
STEP
1: VERIFY OPEWNG Oho
DOOR ASSUMUESARE MANUFACTURED PER OPEAWGWhDrWAND HElW"$PECY4ED AT TWE OF ORDER JAM401TERNAT)ONAL WILL NOT ASSUME
RESPONSAPUTYFOR OPEMW WWrffS OR WJGWM THATOO NOT MATCH TNOWSPECOVDAT TWEOF ORDER. yoft adagusto " dsamhoe
At lambs and des above and at 9W" a header , See Stile RO and HeadR CJU Raq-M Choi (
080 1 FkKT" 2 & 3r, Vft that ov
wx& m_*v Lefau rn tive Sartfb * Verty dot as
pats raq-d V MUAdo, a with tt* c c- Sea Gaga Z Fiotm I fE C.,.,.f M cO Mmw. STEP 2: MOUNTING
PLATES CN*ft MO-
10V PW" amOPOCAM -NPC—ft ftr ftWt*ftdM W SfWfi-b AlcmattkV Plates am bs ktt.*d wide leaf supplied ar f'd dmctV
to smwJ-m& Of NwAftv ptatn wme -t ordamd. m jwft 4" is otmr dun avet. Proceed to sup 3. POSM01 M-O:+
Q PWtes wham bottom edge . 1.0 with heater d k We edge Is gush W, .ft edge. Sae Fig— 4, f6. 1 Y'
her-Mad boas. —o—, -dl..k" st.PpY t. OAA14: k~ —b— —
A- M#iMe and CAW.: A— ff—
ft P10" — 1,NW Wth each ode 3 - Y, - 16 .
I V HEX -HEAD BOLT
LH MOUNTING PLATE
LEVEL MOUNTING PLATES
t I O
c:- HEADER
RH MOUNTING
PLATE
14 INN rA .
04AEAfJAMB EDGE
No.
rm 1 $
TATE OF
STEP ICOMMERCIAL BRACKETS TO GUIDES
omefe, GUIDE SELLMOUTH FOR CURTAIN ENTRY WTO GUIDE IS FACTORY NOTCHED. APPLY IV-ZV SEND IN SELLM04JTH TO ASSURE
SMOOTH CURTAIN ENTRY. FAILURE TO FLARE GUIDE BELLMOUTH WILL RESULT 04 CURTAIN SCRATCHING ARMOR DAMAGE.
Aftson C--.W Breckets 6. godes, bMV,.g tRo Ifaca of bracket 2'below top of guide, Jft 2 each X - 23 X V 0,VTb3q$ b0ft, 1/4 20 senates!
Ung. h- nets and y- U -V- Per e,x e, fo, t.— eAi the .,oMen.wnet (.trek and for oRe.lroa_ sae Fig- 5,
ofte.- DOOR DRrvS OPERATION MAY BE WSTALLEA ON EITHER EAR OF DOOR ASSEMBLY
0 . , r0e OF GUO-E
K 0
20
ok CARRiArESOLT
do
sa cowmEACtALNormAeZBRACKET
STATE OF 4r
O*RVO
S__
FIGURE 5: TENSIONER END (LH ShY*mRH ODOcsftl
CNot. FOR MANUAL PUSH-UP OPERATION, SPACERS ARE NOrPROMED OR REQUIRED FOR COMMERCIAL BRACKET MOUNT.
I ttaM Chen DO— Atu,& C-m-cmderadROS tGVAdw I-6,V top .f...f bl..W
PP)7 O.D.
a ke1 wRn 1 sacks Y. - 2c x t Y• boka,Y, - 2D Mange tress .nuts e Y' itrz bse+t
1 x y' imV k6e; ber een gu6de eat Nacket at each bc4 lac~, See Fig- S.
O Jack Shed Motor QktfatiwtAttach C--ai Brackets W ilLides, WadN W &0feco at bMCke 2- beiaw M of guide Rech
I Y' OC, x t )S' I.V spaear t&. be— T-* and at each boa ioe+ . See Fg- 6 I
06aa r.t-wali Iw- declu0, wid, I Yj P-N b.N,_ -tode a guide "d kht(rfe of br.*W, W sFaoers
are .id.d f. " -poeee- Lmu, top wrface of bracket 2' bei- tep of gAd., See F" 6, (Sx— rnt -.id-dY TOP
OF GORE CAPPIAUE
BOLT CIADE
SEILMOUT. SPACER
TLSE(Sy COMMERCIAL
BRACKEI SEAPATIM
PI-VIGE MEx NUT 4-
G'
Df FIGURE
6: DRIVE END fatjStwwn2H GDoesite} STEP 4;
GUIDES AND BRACKETS TO JAMB Wackefs " w
des -IA t. ettaated. Wrft -,V fasseners . q,-Sed, e! Table. TABLE I:
GUIDE & COMMERCIAL BRACKET FASTENERS St" 3/, -
16 K 1 Y,' Hex Bolt and Nut C.E*
Ot Filed Biod( Y.". I V PMV- Wedg-90# Powers SCSI 01318 Steel Y,' -
14 . I' TEKS Scr None Cowete, or
Fi4ed Block 4* PO+AhBtS Wedge -Soft P.— SO$- 01318 Cffoft COOP
ASSEMBLIES ARE MANUFACTURED PER OPEWOG WIDTHS AND N1EAGNrS SPECIFIED AT TIME OF ORDER JANUS INTERNATIONAL
WILL NOT ASSUME RESAOMS6XJTY FOR OPENING WIDTHS 00 HS*HTS THAT 00 NOT MATCH THOSE
SPECARED AT TIME OF ORDER I Guides
v be mountedoant-d SbM4 the op-V, 94ok a W-4do PW-0r*meww-t from lambedge 4 4 Y,'
W site. 0011 bB& Of guide to b&Ck of guide -t W be OPVwg Width - 8 Y2-. See fkjt" T. FIGURE 7: GUIDE
PLACEMENT THREE MOUNTING OPTIONS
E)aST AND ARE DICTATED BY JAMS ,-PE ANDIOR THtCXNESS OPTION f OPTION
2' M&
PPury lembS %* 9 4'P- Wedge Soft M WSide of guide, See Figure 9 OPTION 3: Steel
Jambs Y4, 1110-1 Y, V Hit dl' — at toe .net kd. 9",*, S.0
Figoe 10, SCREW ff " E
TEI.
OPENING moo - 8*,'
FIGURE 8: GUIDE
MOUNTING - OPTION I
Y v po".Rs w mA eo"
FIGURE 9: GUIDE MOUNTING - OPTION 2
FIGURE 10: GUIDE MOUNTING - OPTION 3
k*ta 9W" W m n*V oplion detalf that evOto sptok mstaUtiw aoficadaft. Sae F" 8, 9 or t0, %tt1111fliq Ir wInstep
QLkW. .16 brackts with fast.— SUp,,Wd fdCh shlk Ith tr— If-d m Pg. 6, T.W 1, F191—
ff below ft-&-t- 6—kw —." t. ow filft Vlt —ft PA"- Rohr tp P." 6, r." I obr pp-
p,f.a f-w— eyp. P.A,.b tyw TE
OF OR
3.'.,
ocKr cCMaf .
ML BRcKv FIGURE
11: COMMERCIAL BRACKET TO WALL (STEEL JAMS FAWENWTOnt
AtLENERS
AMUST Ffr SECLSUL Dom 17
1
STEP5 PUSH-
UP TENSIONER END -FLOOR LEVEL WSrAL"rIOM Rotate tanabner
release — t.—ft wtill sr"". — -'d.. -'
Nt arrow pdmv bw-d wag, u,a vp—matelY 2',V of
a,d .. uftfde of wW— A*.. r.1— — to I.W. b k ft,.kv s-
F-,g,- f2, Tkt". sae screw ++
k' O.W s T * SFT $
C.. FIGURE
12: TEN
NER TO AXLE STEP& PUSH-UP
NON-TENSIOMER END -FLOOR LEVEL INSrALLAnCIN side t.'Vd
ads eiMFott. t—d wax. S. Fig— 13.
Side sWrVd #A
atvoot d tttlttYtiftlrrrAw E tv'
s,
W. 7760 Z;
l STATE
OF FIGURE 13'. STAMPED
AXLE SUPPORT TO AXLE
STEP Ta: REDUCED HAND CHAIN DRIVE END - FLOOR LEVEL INSTALLATION
I F.o n V 9M ',. &— xk 3 each % - 16 . 1 6 he. I.ft and )V 1c
o Ireataa 2 aatn { • C6 x t" square head set screws of dpt drcearled holes ky fhe tf axle Support.
T-re W W tot—d apeM 9* wdo lace*.
o SKde rr,Y axle wpport over axle urglE z i4' of axle a oatsNe ed qr axle Suppor'.
See F" 14
CAST Att,E SUPPORT
I I I SOUARE 'E'D
SET SCREll
GRADE 5 HEX SOL -s
FIGURE 14: CAST AXLE SUPPORT AND CAST RING GEAR TO DRUM ASSEMBLY
STEP7b., ELECTRIC OPERATOR DRIVE END - FLOOR LEVEL INSTAL" TFON
o Locate 3 ea& I'OJD x 2 X'kwV spacer cubes and awls W—P 72 both sprocke
Mid &— AftM SVOdW "h 3 ead, 16 x 3 6vade 5 tex bops and )V W-k washers. of $
At M VAVft Of 0-4e6 side luppa'.S6 F" 15 AXLE
1,
1111 11T GRADE
6 HEX BOLTS l,','
L0OKWASHER FIGURE
15: EO K7 TO DRUM ASSEMBLY 3.
t- 0.0, 2 L SPACER 3 ,
STRUT t
stk
STA
TEOF r ot STEP
Tc: PANTHEON DRIVE END - FLOOR LEVEL WSTALL4TtQN DRUM
CAST
RON SAME AXLE
ANl:
lfOR BRACKET M- STEEL
TUBES &SEATED FIGURE
16: PANTHEON BARREL ASSEMBLY t
WNG WRAP & PAmNcl IANTHc COV.
ERCLAL ROL.f,
G Dm— OPERA101, TO ADtdiJAj7ELV
6M —9, ",vo TONSOOK FAILUM TO SECWW ^1' W iswARYDRoomSTEPS,
RAISING
DOOR ASSEMBLY ONTO BRACKETS o 6.
c— MPG. a7en2 tM—, oar . 12 ed..k C-4. % o Peas
d— -thg APPq—. ftv —Al; . bm w a V-dLd ed -v da. —0
a that h .Y .— rw -,"a .4t, 'sEMg o PosiOW. door
W WadMM Wft *W— " axle SUPOW resting SS(* W top of —W MaCka! RerVe, See F4u— 17-
20 fa SPW096aTt brie type apoka— I ow stam
be pos$vwd as CIO" ft X, the rustier &Z a w be &Ne to rda&e are d"f ttt— t— STATE OF
STEP 9a: REDUCED HAND CHAIN DRIVE END
Attach cat aide $uWM W -rwCW braclat u*V
16. Y'91.d. 6 h.. ba 1.* -1- 6.d V
il hw dw Nacka2 Bert M cast
d ft h t. d— b,-k. acing 2 —S
grade 5 1— bolft, tack washers and W
Tlto spt. qw m 0» hoW,,41 wv." ft I*
of -e i% g—.
S_ iq- IT.
I Cenn*d COIR axW suppod bracket to Si6o of dk-W hoiV
fS h.. bft end V 1w* washer. S- I" 17,
F..d ""d ch.*, Over their pod- fd aM 0-4h K.W,
N-4 EHAi,, b" —EA ".t Ic £w
Hu d.41 may b. ..hw;.enxd . .0ce—Y
3-I,'FLA•WASFIER
Ir.W h-d h.1, k.W - —0 w *It,
0 4 5,r LOCK WASHER
CRAPE 5 HEX 80LIS
FIGURE 17: CAST AXLE SUPPORT TO BRACKET
STEP 9b: ELECTRIC OPERATOR DRIVE END
Aft.&, SW.Pd .1. ,pp1. --,Ee &.cke .irq 2 eeCr 18.
Y'7.6. 5 he. Wit V kk -t- ,,d%'Netwa.her- Sea
og— 18, I
SH,G WRAP a -AOD.G 2
T WASeR 'STATE 2 -','
LOCK WASHER or
2"
GRAlIF54EX SCATS a
FIGURE
IS: STAMPED AXLE SUPPORT TO BRACKET 16 -,
r WIT STEP
9C' PANTHEON DRIVE END Attach -
d- —kat t. —dal bred et .1,,g ubdt a 2 e h S_
F",q, Amc
oq BRACKET 2
3,'FLAT WASHER 2
to FLANGE NUTS FIGURE —
PANTHEON ASSEMBLY TO BRACKET STEP
i o. rENstomER END o
Aftdh wnworw to --Iat bradw. -g 2 each X HE A %, grads s bft, Y",.*
washers and %* AK washers. sft ,g,- 20. 0t%jtltjt#,
l If/ VkV4.
oli(, 0- Cobi77ol -
2,'
i-LAT WASHER t L 2
1
ccX'NASHER A 41z,
l*
FIGURE 20:
TENSIONER TO BRACKET
HEADSTOPHOWER
WTTOrt BAR
1Y,
Tres me
v area.
FIGURE 21: DQOR ASSEMBLY, TEN5tONER Sk6E
STEP12: HEAOSTOPINSTALLATION
n SBt,a+ N..dSbp veto hobier. Up 16.on
dad,. ARarN 4` • 74` f54. wn erw i•
b.k washer as shows! th Fig— 22.
p`HEX BOLT
r
xr: t
LOGa WASt+ER
T
i
HEACrOP
22: HEADSTOP TO GUIDE
0,%tiltiffil"A,,
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i
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s
r
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L_
STEP T3: SUDE LOCK ASSEMBLY INSTALLATION
tacex twdam be, ad ir4.
w.
sHrl lock and s pas* userg 2
6 frbzy-20.I'bV.r H.-18". rms, Y" Ieiwashers prat
Y . 20 n}M eramt he. rws. Da tack a' both ends N batam Eas.
See FO" 23.
n Trgnafar 9. Y - 20 .)4--h.W ba fa and Y: - 20 aa,,aeed ftlT.
has iRts thx were rer,:ov*d tram both eMs of OW boft— t. b
the 2 hates at ate OWW of"basic•... ba, and ant, e.
o Far Nsi' op —ton ady. msW rope pr are W the hates A She
oe,sR of this kg of the bottom bar arype,
BS.ICEVE
NUT
LOCK
g - STEP PCRF£ !t
jE
Y-rC RAT WASHER r {Vt . (
y!)
2 20sER9 T Z STATE
At
FIGURE 23: ATTACHING SLIDE LOCK ASSEMBLY Il
STEP It. DOOR OPERATKIN
Nafa: 9NWa gvifag door W feat deal opomthw, euura that ea Isakaua end set s—s ere dghlerted dad se As eq aornponaals.
O Cyds dots by of ng -d dots to Rs tiny dosed and k4y acenad
f
casW—
S. Omits of a yap —led daps W tnb M—
Evuk ats sWk g tmaian. tad"-pv—m to spbg ma re Weed, P°oteed w Step I5.
STEP 15. ADJUST SPRNYG TENSION
Bekr* or dacreasaV spins ansiar, F.as*n y(- 18 sgaram head set screws In tmw.imvr and a.k PPat at bath ends ai door.
CREASING SPRING TENSION: Al f*nO—1 ersd. sag gip* wre-h, a(M. todevpq* wrerxh *way No. wa8tnaease ww- ih )',.;$ tum ih
ts. As,W a4tslaM WS*ndi to ease beak tads wal Wit k helatm asaLeea Sde Nfatan. Ra-W sal ea—
s and akng anelan by aYaWV doa. a
DECREASWG SPR(NG TEMMON: At Wosi-mat. W9 pipe wfmrah. ruste eziefpipe renrn away kom WSl akghty. Hokft elks . rarma Whoonm
release s- Zwaads w.a. Ca,042y spa to roast towards -Ast Y. b1m WNIa
hci&v this pcskdon, Slow tenuoner release am u, rof" back k Its slatting pos7b— C"fuky e4ow w—
h to ease back untl searroa esk rotation. Radlghte^ sat ac awS aM re*Lahr w
daor. 5E
l
STEP
16: WARNING LABEL Ap*
W. at a readeak `mil as the drWe std. door gunk or iaaw.
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TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
I TYPICAL ELEVATIONS, DESIGN PRESSURES, & GENERAL NOTES
2 DOOR PANEL DETAILS
3 ANCHOR OPTIONS
4 VERTICAL CROSS SECTION
5 HORIZONTAL CROSS SECTIONS
6 HORIZONTAL CROSS SECTIONS
7 ANCHORING DETAILS
a ANCHORING DETAILS
9 HARDWARE OPTIONS
10 COMPONENTS
11 BILL OF MATERIALS & COMPONENTS
N' SERIES COMMERCIAL OUTSWING STEEL BULLET DOOR (LMI)
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO
COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE
ZONE(HVHZ).
2. DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT
REQUIRE SHUTTERS,
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON
ELEVATIONS / DETAILS. ANCHOR EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
4. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN
THESE DETAILS ARE NOT PART OF THIS APPROVAL.
5. MATERIALS INCLUDING BUT NOT LIMITED TO STEELIMETAL
SCREWS THAT COME INTO CONTACT WITH OTHER
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS.
6, METAL STRUCTURES NOT BY MESKER INC, MUST SUPPORT
LOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM
TO THE BUILDING STRUCTURE.
7. DOOR PANEL: MIN. 14 GA. (0.067THK.) STEEL MIN. Fy m 45 KSI MIN,
DOOR FRAME: MIN, 12 GA. (0,093" THK) STEEL MIN, Fy = 45 KSI MIN,
8, DOORS WHICH UTILIZE OUTSWING THRESHOLD GOSH BY OLP
ITEM #78) MEET THE WATER INFILTRATION REQUIREMENTS
FOR THE *HVHZ-.
WATER TEST PRESSURE = 0.15 x POSITIVE DESIGN PRESSURE
9. DOORS THAT DO NOT MEET THE WATER INFILTRATION
REQUIREMENTS FOR THE"HVHZ` SHALL BE INSTALLED
ONLY IN NON44ABITABLE AREAS OR HABITABLE LOCATIONS
PROTECTED BY AN OVERHANG OR CANOPY SUCH THAT
THE ANGLE BETWEEN THE EDGE OF CANOPY OR
OVERHANG TO SILL IS LESS THAN 45 DEGREES,
10. OTHER DOOR PANEL CONFIGURATIONS AVAILABLE PER
REQUEST TO MANUFACTURE
NOTES:
EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL,
OVERALL FRAME
SIZE DESIGN PRESSURE (PSF)
WIDTH HEIGHT POSITIVE NEGATIVE
65.0 65.0
SEE SHEET 9 FOR ADDITIONAL DESIGN PRESSURE
REQUIREMENTS DUE TO HARDWARE
COMPONENT SELECTION Digitally signed by Hermes F. Norero, P
Reason: I am approving this document
Date: 2017,05.03 0822:33 -04'00'
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SHEET:
1 OF 11
INTERIOR
AM28
rl- -
MESKERM}
EXTERIOR
47,56" MAX. 2 w O U
PANEL WIDTH 3 w p >
1 2 HORIZONTAL CROSS SECTION ) o a z x
j DOOR PANEL i Awtzgqi
2 m iJmW
14 GA INNER SHIELD
z tY a p ZtFiCUTOUTAROUNDLOCKtiif3d
AND CLOSER 6 PROJECTION WELDS 1 N W
95,13" REINFORCEMENTS i ,_ . 0.79(Y" FUZED ZONE £TER
MAX s t 34" SPACING
PANEL 2 # + AVG. TENSILE STRENGTH = 800 ft3HEIGHTjjaoo.07'QEXTERIOR
3NTER#OR 7 *
m a
c 72
a O 7
i 3 s
70 --
I
DOOR HINGE REINFORCEMENT CLOSER REINFORCEMENT Wto 3
N"
OPAQUE STEEL DOOR PANEL 4
SPOT WELDS 0,
0.250" FUZED ZONE DETER n, •
314' SPACING j{ 7 32.
25d
AVG.
TENSILE STRENGTH = 800 EBS jjII3 {
1*%% o
1
VERTICAL CROSS SECTION '*'yi k DOOR PANEL
g DOOR
TOP &BOTTOM CLOSER a Q x Z 0) LOC> BOXREINFORCEMENTLL1:
toDWG MD1013
SHEET;
2
OF 11
TYPICAL ANCHORS @ HEADiJAMB: (REFER TO ELEVATION FOR SPACING)
TYPE A 3/8* DIA. DYNABOLT SLEEVE ANCHOR BYl-lAt'
DIRECTLY INTO fe=3000 PSI CONCRETE, 1-1/2'MtN.EMBED
DIRECTLY INTO GROUT FILLED CONCRETE BLOCK, 1-117 MIN. EMBED
MIN. EDGE DIST 2-1/2"
MIN. SPACING 4-1/2"
TYPE B 318* POWER-SOLT BY *POWERS'
DIRECTLY INTO fc'=3000 PSI CONCRETE, 2' MIN. EMBED
DIRECTLY INTO GROUT FILLED/HOLLOW CONCRETE BLOCK, 1-1/4' MIN. EMBED
MIN, EDGE DIST 3-3/4'
MIN. SPACING 4-1/2'
TYPE C 5116* DIA, SMS OR MACHINE BOLTS (MIN. GRADE 5 CRS) OR STIST
nN STEEL: Fy = 36 KSI MIN.
INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8- MIN, THICK)
ALUMINUM: 6063-T6 MIN,
STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL ANCHORS @ THRESHOLD: (REFER TO ELEVATION FOR SPACING)
TYPE D 1/4"TAPCON BY 'ITW" DIRECTLY INTO fe=3000 PSI CONCRETE
1-1/4'Mik EMBED
MIN. EDGE DIST 2-V2*
MIN. SPACING 3'
TYPE E 5/16* DtA. ULTRACONS BY *EL= DIRECTLY INTO fe=3000 PSI CONCRETE
1-3/4. MIN. EMBED
MIN. EDGE DIST 2-3/16"
MIN. SPACING 3"
SEALANT:
ALL FRAME JOINTS AND CORNERS TO BE SEALED WITH SILICONE
AT PERIMETER
6'TEKSINTO
118* THK MIN
R SPACING
ER TO
NATION
1 , ANCHOR OPTION
TYPE F 318* DtA. HLC SLEEVE ANCHOR BY'HILTI"
DIRECTLY INTO fe=3000 PSI CONCRETE
MIN. EMBED. 1-3t8*
MIN, EDGE DIST 3-1/4"
MIN. SPACING 4-1/2"
TYPE F 1 318* DIX HLC SLEEVE ANCHOR BY "HILTI*
DIRECTLY INTO GROUT FILLEDIHOLLOW CONCRETE BLOCK
MIN. EMBED, 1-3/9'
MIN, EDGE DIST 3-1/2'
MIN. SPACING 4-1/2'
TYPE G 3/8'DIA- LOK BOLT BY "POWERS"
DIRECTLY INTO fe-3000 PSI CONCRETE
MIN, EMBED. 1 -&8*
MIN, EDGE DIST 3-3/4*
MIN. SPACING 4-1/2'
TYPE GI 3/8'DtA. LOK BOLT BY'POWERS"
Ir'\ DIRECTLY INTO GROUT FILLEDIHOLLOW CONCRETE BLOCK
kL)
MIN. EMBED. 1-112*
MIN, EDGE DIST 3-34"
MIN. SPACING 4-112*
IN7
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30
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20
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EXTERIOR 28 21 EXTERIOR
HORIZONTAL CROSS SECTION
STRAP ANCHOR (PF-2)
INTERIOR
25
FULLY GROUTED
WITH MIN. 3000 PSI
NUN -SHRINK GROUT
INTERIOR
4
20
4
R.
IN.*
EXTERIOR
i , HORIZONTAL CROSS SECTION
WIRE ANCHOR
10MESKEW
TYPICAL ANCHORS @ JAMB: (REFER TO ELEVATION FOR SPACING)
TYPE I STRAP ANCHOR (PF-2) (Fy--60 KSI) Mft
DIRECTLY INTO f0'=3000 PSI GROUT FILLED CONCRETE BLOCK
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TYPE K WIPE ANCHOR (PF-2) (Fy=60KSI) MIN. 0 CL uj
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INTERIOR
FULLY GROUTED
WITH N ) PSI4IN3nNON -SHRINK ROUT 4
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INTERIOR
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DING #:
MD1013
SHEET: 5 OF 1
INTERIOR
25 TYPICAL ANCHORS (§ JAMS: (REFER TO ELEVATION FOR SPACING)
TYPE L TUBE ANCHOR (PF-10)
9 SEE ELEVATIONS FOR ANCHOR BRACKET LAYOUT
J K L M
INTERIORAloft TYPE M Z ANCHOR (PF-9)
20
33
SEE ELEVATIONS FOR ANCHOR BRACKET LAYOUT
N WOOD STUD ANCHOR (F-24)
tl*TYPE
SEE ELEVATIONS FOR ANCHOR BRACKET LAYOUT
EXTERIOR 28@ EXTERIOR
HORIZONTAL CROSS SECTION
TUBE ANCHOR
4) #8 X 1 314- SMS
OR (4) #8 X 13/4-
WOODSCREWS
PER BRACKET
HORIZONTAL CROSS SECTION
WOOD STUD ANCHOR
POT WELDED
0 250"FUZED ZONE DIAMETER
I WELD MIN. EACH END
AVG, TENSILE STRENGTH = 8W LBS
INTERIOR
2) #12 X 1 112-
HH SDS
@ 2 IZ O.C.
PER LOCATION
EXTERIOR
EXTERIOR
3 HORIZONTAL CROSS SECTION
ZANCHOR
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MD1013
E' 6 OF 11
@
T
SEE
DETAIL
HINGE JAMB
4 HINGE OPTION
1W MAX. FRAME HEIGHT
SEE
DETAIL
0N
HINGE JAMB
3 HINGE OPTION
9T MAX. FPAME HEIGHT
HINGE OPTION 1
BBS BALL BEARING HINGE
JNMASONRY
OPENING K JAMBS q
FRAME
SILL
FRAME ANCHORING
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FROM TOP &noC.
HINGE OPTION 2
CONTINUOUS GEARED HINGE
AMB
ANCHOR
1. Substitution of equal concrete screws from a different supplier may have different edge distance and center distancerequirements.
Min. edge distances shown in details are for Dynalbolt Sleeve Anchors. Adjust min. clearances for Tapper concrete screws as necessary.
l Concrete screw locations at the centers may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw
locations noted as "MAX. ON CENTER" must be adjusted to maintain minimum edge distance to mortar joints, additional concrete
screws may be required to ensure the maximum on center dimension is not exceeded.
OMESKER]
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MD1013
SHEET: 8 OF 11
HARDWARE/LOCK OPTIONS
EXTERIOR ELEVATIONS - OUTSWING DOORS) OMESKEW
OPTION 1 OPTION 3
OPTION LA (+I- GS PSF, Sr X Wr OPTION 3A (+/- 65 PSF, SZ- X 10r)
In 0 u52*
DESIGN HARDWARE M SERIES EXTRA 14EAVY DUTY (GRADE 1) MORTISE LOCK WITH 52' DESIGN HARDWARE 2000 SERIES STANDARD DUTY SURFACE MOUNT METALLIC RIM, PANIC
2) 8-32 X 11/9" FH MS, LATCH = SS 1/4- THROW, DEADSOLT = SS V THROW E
DEVICE WITH (6) 14 X 1 1/2- FH SOS, RIM PANIC LATCH AT LOCKS 5/9' THROW. ROLLER
STRIKE WITH 5/9- PROJECTION & 1/8- SHIM, 0
opnoN LB (+/- 60 PSF, 40- X Or) w
ONITY 86E SERIES WRA HEAVY DUTY (GRADE 1) MORTISE LOCK WITH (2) #12-24 X OPTION 3.8 65 PSF, S2- X 100- :D z 3:
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z5) 14 X 11/2- FH SDS, ROLLER STRIKE WITH 5/8' PROJECTION 1/8- SHIM.
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VON DUPRfN 99 SERIES STANDARD DUTY SURFACE MOUNT METALLIC RIM PANIC DEVICE WITH
6) 14 X 11/2' FH SOS, RIM PANIC LATCH AT LOCKS = 5/8- THROW. wI --
ROLLER STRIKE WITH 5/8 PROJECTION 1/8" SHIM.
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FRAME
DESIGN HARDWARE X OR Z SERIES (GRADE 1) CYLINDRICAL LOCK, WITH (2) #8 X DESIGN HARDWARE 2000 SERIES STANDARD DUTY SURFACE MOUNT METALLIC PANIC DEVICE
3/4" FH THREAD SCREWS AND (2) #10 X 19/16 FH MS. LATCH SS 1/2- THROW WITH DESIGN KIL TRIM, WITH (4) 14 X 11/2" FH SOS, HANDLE WITH (2 #8-36 X 11/2' PH MS.
OPTION 2.8 (+1- 65 PSF, Sr X Wrl OPTION 4.8 (+/- 6S PSF, Sr X lOr
DESIGN HARDWARE X OR Z SERIES (GRADE 1) CYLINDRICAL LOCK, WITH (2) #8 X DESIGN HARDWARE 1000 SERIES HEAVY DUTY SURFACE MOUNT METALLIC PANIC DEVICE WITH
3/4' FH THREAD SCREWS AND (2) #10 X 19/16- FH MS. LATCH - SS 1/2- THROW, I)IIIGNKILTRI.WITIII5114)111/2"IHIIII,HANI)IEWITIIII),41-1 X1112"P MI, r, H
WITH DEADSOLT D-lS OR D2-S
OPTICIN4.Cjt 0 4(
OPTION 2.0 (+I- S5 PSF, 40- X W) VON DUPRIN 99 SERIES STA14DARD DUTY SURFACE MOUNT METALLIC RIM PANIC DEVICE WITH ....... AV/,
SCHLAGE 161 (GRADE 1) CYLINDRICAL LOCK, WITH (2) 08 X 3/4' I'M THREAD KfL TRIM, WITH (4) 14 X 1112- FH SDS, HANDLE WITH (2) #8-36 X 11/2- PH MS.
SCREWS AND (2) 01`10 X 1 9/16 FN MS. LATCH SS 1/2' THROW
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ONALL OPTIONS. DWG
MD1013
SHEET: 9 OF 11
nm
j- 1 J2*
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0,075
LATCH STRIKE REINfORCERfiENT
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0,75'
2
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0, 70*
TANDARD 54 R Hl"Gol
THRESHOLD
NGP 4896V
0.060"
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MD101 3
fEET: 1 o
I BILL OF MATERIALS I
ITEM # DESCRIPTION MATERPZ—
C 1/4"MAX. SHIM SPACE
D 1/4' X 2-3/4' ELCO OR ITW CONCRETE SCREWS STEEL
E
MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO
ACt 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE
H 1/4- X 1-3/4- ITW PFH CONCRETE SCREW STEEL
1 5116' X 1-3/4' ELCO ULTRACON CONCRETE SCREW STEEL
i 319"X 5"PFH ITW DYNABOLT SLEEVE ANCHOR STEEL
K 3/8" X 5'HLC HILTI SLEEVE ANCHOR STEEL
L 3/8'X 5" SLEEVE ANCHOR BY POWERS FASTENERS STEEL
M 3/8'X 5" TAPPER CONCRETE SCREW BY POWERS FASTENERS STEEL
N 5/16- SMS OR MACHINE BOLT (MIN. GRADE 5 CRS) STEEL
0 318"X 5" WEDGE BOLT CONCRETE SCREW BY POWERS FASTENERS STEEL
I N" STEEL DOOR PANEL
2 DOOR SKIN - 18GA (0,042- THK. STEEL, Fy--42 PSI MIN.) BY MESKER STEEL
3 FOAM 1.0 PCF MIN. DENSITY POLYSTYRENE
4 DOOR TOP & BOTTOM CLOSER STEEL
5 LOCK BOX REINFORCEMENT STEEL
8 12-24 X 1/2" SELF TAPPER STEEL
9 TUBE ANCHOR (PF-10) STEEL
10 12-24 X 1'COMBINATION MACHINE I WOOD SCREW STEEL
16 ANSI LATCH STRIKE STEEL
17 DEADBOLT STRIKE STEEL
19 DEADBOLT STRIKE REINFORCEMENT STEEL
20 WEATHERSTRIP (PEMKO S-88 OR PS-V) NEOPRENE
21 4-1/2"X 4-1/2"X 0.125"TEMPLATE HINGE STEEL
22 STANDARD (LONG) DOOR HINGE TOP HINGE REINFORCEMENT STEEL
23 STANDARD (SHORT) DOOR HINGE MIDDLE BOTTOM HINGE REINF. STEEL
24 WEATHERSTRIP (THRESHOLD) NEOPRENE
255 HOLLOW METAL FRAME - 16GA (0,053- THK,) BY MESKER STEEL
27 LATCH STRIKE REINFORCEMENT STEEL
828 FRAME HINGE REINFORCEMENT STEEL
30 MASONRY `TEE' ANCHOR (MESKER PFMT5) STEEL
31 STRAP ANCHOR (PS-241) STEEL
33 Z ANCHOR (PF-9) STEEL
34 WOOD STUD ANCHOR (F-24) STEEL
35 WIRE ANCHOR (PF-2) STEEL
36 CONTINUOUS GEARED HINGE ALUMINUM
W# DESCRIPTION MATERIAL
MESKER' 40 THRESHOLD (NATIONAL GUARD PRODUCTS, INC. #896V) ALUMINUM
41 THRESHOLD (PEMKO 2005 V) ALUMINUM
42 THRESHOLD (I- BUMPER #646) ALUMINUM
43 THRESHOLD (lir HANDICAP BUMPER #TH5P-ADA-MF-96) ALUMINUM
45 95WHA DOOR SWEEP NATIONAL GUARD PRODUCTS, INC. ALUMINUM
46 6 X 314* PHILIPS HEAD SMS STEEL
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OUR 410WiDA, THE P SEiCIIVti HERCN IS CUAJ7- ASSURED GY A P.GRIDA STATE APPR,7AD CERITH(-APON/Ok
CN-,TY & SH U BE JKUEa N ACCORDANCE W,:TH THE ISC AND THEDEPARTMENTGF ESS & PROFESS"4AL RFGUUAtoli SPECIFICAPICNSTHESEDRAWINGSSHCAVk- APPlICASd HiVATIO%. ICOMSNATICK. WSfAJV3ON & COMPARATNIS 9,ALY515
COWHIONS
AS RWNWI 'HROI-IGH TfSHN^G & ENCNEERNO kr1-qAL ANkLms. PROXCI X11SELe'
y SHWU FIT :N ACCCRDAKCF WFTH PIESE DRAMNICS, THE MANUFACTUFtER'S O,XI`Y ASSURANCE SPECIFICATI'
M & 1SUNG RfPOkT, IS. CER',F)CATIC' OE
THtS MN4C, SHALL EH CON&CERF2 VO;b IF T IS INSTALLED 1IFTKOUIT A 8,PLOL,G PFRV9 FROM 1E APP2CABLE LOCAE afAr9w, XPAIR-
ImiNT OR ff 11 Is INSTALLED V ANYONE HER THAN A LK'ENSED CCNTRAC DR rl WITH NSTM.LATIONS, OF .T, !S *.YPf Of PRCOtCT uj 0 VINNIKS um ul
40
CORNER &
FRAME
END
CONSTRUCTION
B&
W,N„AD,COWLK
HEAD IS S-,-!Akr Cu BUTTED TO SSE, FASTENED WITH 4 W1. 12 x t 1/
8* P-wT "' As FASTfNfRs IHROEIGf 114, SEX m"'WER INTO TIA7 rlfAD VFV8Eq SCREW SPUMES A
5FA1 ',l) WITH 5`11CON7 FSAME aL CORNIP, S'" "S So`
AR5' CUI, BUTTED SIDE, F-ASTENED WH 2 fr`fI` No, '2 X 1
1/8' P'Y'T AS FAST -tNtRS ',-ACLCV 7HE SCE W-Uxq hTO THE Ski MEMBER SCREW SMINES A,
SFALF) WITH St,CONC AUU, Qh F-w- MULLION ;S
SQUARCUT, GUTTED TO SCE. FASTENED WITH 2 W, 17 X I
I/$' PPHF- TYPE AS ASIV4S N4aIC 41 ',Hf s'ef MEMBER INTO ViE, UGIU0,14 MEMBER SCREW
SP-1WS & SEALED M.Th SLCOINt Wo, TRENS SCM M,)LX, 'L "GEE
SFCTKI NSEZ/7 & upT. QRNin sic SICTI<)NS L1/6, L2/8 & -'/
S. WAS SOUARr CUT, 3LqTF0 TO THE SZE, St,-
JREO TO FHE SIDE BER USINIG, A FOOT ASSFUSf:Y
OR STEEI- CUP & SEALED AIBI SPICONE, AT FX-H TOP CORNER, DIVE. TOP Rkt-
END IS SOUARE CUT, BUTTED, ANC A71ACFED TO THE VERTICAL
STILE By MEW Cf A I N4' t3kG WELD CUP (KAWNkIDI PART #2CC-450, J200-
4E2, OR g2CO 453), EACH WELD L $- -20 X - P THAT CUP S X77AC
HED 10 TA[ VERROAL LE 'JSW,, TWO(2) 1/4 -1/4 41,s PASSED 1{ROUGH THE DX)R ST#J
AN') AR- TIRLkOED W-0 3/16- T4,CI( STEEt NUT PLATES. THF NTERSECTION OF EACH CORN- R 'N"
WAS K;'NG awl), 1/2- NAM,-rER PI I ,Lr WF13 AND CNQI),
1/4' X /W FILLETCELCTHATAREAM10 -0 50TH WFIS OF TOP RAR- DQC4 PANEL - AT EACH
W770V CORNER, THE ` E%D
IS WWBE CUTV , BUTTES, AND ATTACHED 70
7HE ERTTCAL LERY Xm . 1 04-' LONG *E10 CUP (KNOVKHR -AR-, 1200-45 OR #
200-454) W-14 (-,'iP i, ACI P'HV,$ - A'VD 10 IPT VEERTICAI STU,
US114, TWO(2) 1/4-20 X 3/4 tAT 1ASSED THROUGH THE, D30P SIRE AND ARE THREkDIED INTO 3/!
6- T-ICK SI'll wX ILA7ES. THE NTMECICjN B1 FACTf CORNEA OUT WAS WEI-30
USING 01t(1, I/2' ULUP) R , ;G AND OIE(I), t/4- X ; I/
e- t-AUT WTID --lW ARE APPLIED '0 LO'H WEDS, OF `P-E 70P QM- 3/4'
3/e, 52 1,12" VAX. 52 1/2"
MAX. '1K OR 52 /
2" MAX, -i - I - --I 4 1 11 4112" 3/44 1 3/4" OR
4 1/2 " OR 112"
SEE MULLION END20" o.c, 6' MAX, — CONNECTION DETAILS ON VAX,
A J, SHEET2FORANCHOR
GUANM OP TIONS i it6" MAXiF 1- 2 i—
7111-1111- 3
MAX, T
Y j
2 La z x
r
MAX, NIULON
12AD W
OTI4
MULLON
L6ADWIDTH
0
In I // - VAX.
51) (MAX.57") Lj O,C. AT s
0
c, svPANF[, SIDES :2 WINDOW WINOCIA, CENTERLINE f CLN" EFLINF 0 0
SEE MULUON END K
w 52 '
12"
MAX.
DA.0,
CONNECTION
Typ')
DETAJLS ON
SH EEP 2
FOR r ANCHOR QUANTITY zow 6"
MAX, OPTIONS 4i
Z, 20" O.C.
z MAX.
of TYJP,
TRAM EE ANCHORLo
WHERE
SHOWN, SEE EXTERIOR
ELEVATION
1H`
1
FRAME.' ANCHOR MULTIPLE FIXED PANEL
STORE FRONT ASSEMBLY '
T RFOUIREm;NTS 0
ON P41S SHEEI FOR I-ORIZONFAL STACKING & OVERALL U1,
111 'N:0TH :
S UNLIMIT;7,3, %UVEER OF V,-RI;CAL 0 R F(i !i R r M EIN', S PANELS IS JK?
1MfT10 Bil MUST FIT INSIDE MAXIMUM FRAME k E GHT SHOWN, _1 ill$*— U WIUATION OF B,r, PR=X-I Ess aksto ON APPrAKE ;*
V
sTANwos ANr)/GR OR; RESU'TS FkPRICA-81f TEST R pm
cqIHFT
A IU K.
DW "OGEE VERSION CONSZERED WIT. TICS-,VAZtATK)NWAS FW IN nGqYAT r,,r TWf OF
THE EVAWATrAl. IN T'-Ef P,1,111 OF OCIE VERSION CHANGESJUPCATFS OR N
He EVENT 'HAT NEW OR AMB*AL TESIIN6, 6 COMPLETE!) CN THIS NO"-Cl' R"
R I. STAP.hO H s 0"" coop`' w I E MANN,ACTU'RER
S"A" C cv TIC SPE CO1,IRM AITH INE b,%LUAT*N ENGINEER OF IBCM THAT
rWTH CIFIED fId-IN :S CURRl NT WITH ALL CURREV TESTNG, CODES AN) APPLICABLE ALLOWABLE DESIGN PRESSURE ....
3 1 bj SEE LOADTABLES ON SPETT 41 0 co m, uj
0 1 3; 6 64 mlVXIn,
PALIAPCP - U, ANYr 431IO/Oq
shfir NO, ,
r, P41
w uwD PoR
i pRovK
An (
IS
3/4"
OR
4 t /2"
96" MAX. WITH TPANSOM VULLIO',l' -APT #7 OR 8
52 1/2" VAX- 59 '/2' MAX. 84 MAX. W,T,i TRANSOV MIIttll)U PAR- #5 OR 6 1 3/4'
tSLE 7RANSO.A. MULL ON END NOTE BELOW)
SEE MUUJON END 6" MAX,
CONNECTION DETAILS ON 16" VAX,
THIS SHEET FOR ANCHOR 20" V"XI O.C. AT DOOR
QUANTITY OPTIONS----,,72ANSOM
H, 411 ----------- L I at T -------
Max.
k 7 It 0 0 DOOR
DETAILS ON iHtSVSHEEf FORvANCHOR
QUANTITY OPTIONS
EXTERIOR ELEVATION
STORE FRONT ASSEMBLY WITH DOORS & TRANSOM
SC ALE: 1/2"=I'-O'
NOTE: 1) FIXED PANELS MAY BE PLACED ON ONE OR BOTH SOLS OF DOORS,
2) DOORS MAY BE SINGLE OR DOUBLE DOORS.
SEE "FRAME ANCHOR REQ[ikREMENT5
TABLE' ON' SFIF;'-, I FOR
RF'QUIRFMFkTS.
407F: DOOR Stil ANCHORS INCLUDE
9 TOTAt AT , POjBt,F DOORS & 3
TOTAL AT SINGIL DOORS AS SHOWN.)
INOTE; THESE DOOR OVIS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION
RESISTANCE :S REOJtR,--[) By 1HE ')OCR UNLESS THE UNITS ARE INSTALLED IN i
NO4 -HABiTABI - E AREAS WERE T-_ UNC & THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION
OR THE UNITS ARE INSTALLED AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG
INHFR"-BY Tir, CVCRHANG(Oil) RA-5.0 IS EQUAL TO OR VORF THAN 1.0 PER FBC, j THREE(
3) 3/8" wror,--/SLEEVE— ANCHORS
WIT'fl MIN. i 1/2- EMBED AND
2 1/2- EDGE DISTANCE GALVAN17ED
S7EEL OR S.S. RAMSET/
RED HEAD DYWNOLT, HILTI KINIK-
BOLT 3 OR POWERS RAWL POW,-
R BOLT) MULLION
END CONNECTION DETAIL CONNECTION
TYPE X) l2
ANCHORS EACH SOE OF MIJLION 2^m
2" ION END
CONNECTION DETAIL CONNECTION TYPE -
B") 3 ANCHORS
EACH SOF OF MULLION) 2- MULLION
END
CONNECTION DETAIL CONNECTION TYPE
I") 4 ANCHORS
EACH, SIDE OF Mt2l: ION) MULLION END
CONNECTION DETAIL AT DOOR
SIDE JAMB MULLION( NOTE: THIS
MULLION END CONNECTION S EQUIVALENT IN
PRESSURE CAPACITY TO CONNEC7110N TYPE '
C'. V, z
0
w0
2
Tz
0
z00
cl
Zoo
4L
z
UD
n
V) z 4Lstem
N .
2 of
11
1 3/4'
OR
4 1/2'
52 '/2- MAX. 52 112' 91,k)( 96' MAX, 1 3/4'
SEE VUUJON END 4 1
CONNECTION DETAILS ON
3/4 /2 DOOR IT" VAX
SHEET 2 FOR ANCHOR 20' VAX,
CENTFR: INE
QUANTITY OPTIONS
MAX,
i till 1 -44t
6- wx4
AH
ZG
2 1/2" MAX. C.L.O.
110 , P N1
7 q 7 16" MAX.
68 N2 0,C, AT
DOORG71
SIDFS
69A71v, OCK ' 'T
VU1 I ION k.Ortb WIDTH V L ION LOAT) VOTH
VAX. 57-) 6
WINDOW WINDOW
crNTFR[ INE CENTERLINE
o/
MAX,
SEE WULLZN END CONNECTION
DETAILS ON SHEET 2 FOR ANCHOR
QUANTITY OPTIONS
MAX.
1E, FIRESSU E I& NOT SHOWN, SEE
ONS ON SHjkET 5
6" VAX.
TTTT_
6' VAX.
EXTERIOR ELEVATION
STORE FRONT ASSEMBLY WITH DOORS & NO TRANSOM
SCALE: 1/2*=1'-O"
No-u- 1) PWIS MAY BE PLACED ON ON'r CDR 807I9 SOFS OF DOORS.
2) DOORS MAY BE SINGtF OR DOUBLE DOORS.
FALLOWABLE DESIGN PRESSUREE51-OAD TABLLS ON SHL-LI 51
j
Tiy' FRAMF ANCHOR WHERE SHOWN,-
SFF -FRAME ANCHOR REQUIREMENTS
TABLE' ON SF[ET I FOR
REQJIRFMENTS.
NOT-: DOOR SILL ANCHORS INCLIjDE
9 TOTAL AT DOUBLE DOORS & 3
TOTAL AT SINGLE DOORS AS SHOWN,)
67- - ILTRA,_iON __TNQ1, ESE W,.-IR UNITS ARE NO! A OR USE W'FRF WATER 7N
F1F'SfS',AN'F IS REQUIRED BY -114F DOOR L;NLfSS HE UNf7S ARL I%S7,AL:F0 IN
NON-l"tARITAB11 AREAS WHERE THE UNIT & THE AREA ARE XSIGNFD TO ACCEPT WATER
HE UN 'RATION I T JS ARE MTALLED AT LOCAT'ONS PROTECTED BY A CANOPY OR
0%'LRH.ANNHERE-BY TtT OVERHANG(OH) RAT50 i, EQUAL TO OR MORE ','IAN 1.0 PER Im
96" MAX, fflif WIDL S11L;-S & FAILS,
2" MAX, 'A'ITH NARROW STiIFS & RAIS
xcii
2 '-3
NTE
I
Ru
f
E
16" MAX 6" MAX,
6' MAX,
N9 P NI
16- 'AAX.
C A." N2
A DOOR
697 I SIDI'Sy
8
N
7 71, -
7 2
VAX
I , - 7
X "
i "
I I ' - 1
I",
28 MAX.
I - TYP. FRAME ANCHOR
37 3/4' MAX.
112" WHERE SHOWN. SFr"
DA-0. W:TH WtDF
D1.0. WIF*,-i ANCHOR
STItf-S .1, RA1Q11
RROW
STILES RA'LS
RFOUIREMENTS TAME'
SHEE-, IOR
RLQUKREMFNTS
IKOTF: DOOR SiLL
ANC iORS INCLUDE 9
TOTAL Al COUPLE DOORS6' 4AIX, &
3 1 TA[AT SINGLE
DOORS AS SHOWN.)
6" MAX
EXTERIOR ELEVATION
DOUBLEDOOR ASSEMBLY
SCALE: 112'=I' 0'
1ALLOWABLE PRSSJRF = +/-65 !-SF[ 48
1/16" MAX, W-H WIDIF SHLES ?
k RAILS, 36 '
116- tAAX. WITH NARROW
STILES & RAILS L1
L2 3 a
8 a i G' MAX. MAX,
o
C' 6'
VAX, 28
112" MAX. 0-
0, WiTH NARROW
iTiLES &
RAILS 6'
MAX O-
C AT DOOR
SIDES
2-
MAX,
11('
FRAM" ANCHOR WH -
I'ER"HUWKSEE FRAME ANC '
OR REC*REMENIS
TA2LE' ON SHEErr
I 101R RF'D(
AREMENTS NOTE. POOR
S,Lt L- ANCI^
ORS
NCLUDE 9 6' MAX.
TOTAL AT COUBLL DOORS 3 TOTAL
AT SINGLE DOORS AS
SHOWN,) EXTERIOR ELEVATION
SINGLE DOOR
ASSEMBLY SCALE: 112'-
1' 0' T FAdOINABLE
PRFSSURE /-65- PS jQTF, THESE
ODOR UNITS AR F NOT APPROVED FOR. USE WHERE WAFER INFILTRATION IR--&S7ANCL
IS REOUiRED RY TH7 DOOR UNLESS THE UNITS ARE 'NSTALLED (N NON-LkBITAffi
E AREAS WHERE THE UNI1 & THE AREA, ARE r,'ES:GN'ED TO ACCEPT WATER N`FiLTRAIION
OR TH- UNITS ARE NS,kLF0 AT LOCATIONS PRO-FCTED DY A CANOPY OR I LgVER:`
AJNC
WHERE - BY l.,1,E OVz-RHAN,-,(OH) RATIO IS EOUAL 10 OR MORE T"A,,' 3.0 PER FBCJ m La
CS61
La0
cc
T
z
0
z011z'
4 -
11
VERTICAL MULLION LOAD TABLE ' VERTICAL MULLION LOAD TABLE VERTCAL MULLION LOAD TABLE VERTICAL MULLION LOAD TABLE GLASS -LOAD TABLE
MULLION -Al _ ( (MUWON "B (MULLION 'C"} 1 j (MULLION "D' Av caws {a 4.} u eUNREiNFORCEDRXEPANELIFiXE0PANEVE4CJLVULLGNDOOR AUR VYRITCA VTJ1LON 1OGR J V VERT+CAL iutLt)h auxaw''vcxwu aa s 2e VERTICAL
MULLION ; REINFORCED sY t 5:NGLE CFIANNF . RE NEt7RCe.D WiF SiNGL.E Ct ANNEL RF NF0 CELL WVTH 1WO C-iAMNF S wat>
w3u unxuuu Auawa ce£ssua£ « ukxr u rtaxv.u'At±owns c '•-'sr , i 1, ; wxiuvu srtxiu tu .uiaa ec5 sx` aTrABLE v :NE + 3€ ---___ rreivtai,unxa+0 E i tSY<
LiCu L:4C COPL' L'SCN CUNffE^T'4N Ca`Ikf:£L"lf7k ! YC GLt7 iOJII >CCdc3E""'"X. CU'4"Ye.0 vfi jsCN.k£('77JN L6!!S.CY: iLm ifoo, L ENrf f£itCM: AhN£CTK;k ;.,'4'7"S, LGxO ;G' .kECFL4 £:'i+F..CTtON,f4*tNcC'7CY j- saeu+ [,yin A `e r SPAN 3 WCU, i •A" I -e- -c' s.+ar i ws x-li j a 'c sa>ai I ; 'x` ( e' i Ii-'-_ss .r,
3L0ae
7 _
ts.,
l
7 4 :esa J 7 (94) I i 7 Cs a6 x} (.} E Eas, ' trs.i .ems} a.. _ ___
i `1- } €
tya } (
7 € (KFi r. A 4.T 5 sz.5 ., I
Nfi 1 45 , <33 t FC3 €4.v 45 -37 E _.65 Si.:7 z 6& ( 3 3 ----k fi5 253 9 :St t _.4S .-383 i 650 ... I
13 € 615 654 65O 123.5 39 42,6 6S0 r 5y.0 60 3S{ 66b 5j4 t 6057,- `_.... ._._...}g_
I, .. _. _ ..__--#
fl w _ z76 ; EO6 St0 µ5
E53
33
B54 6y4 65.4 33 506 850 f fi5, ( 48 ( 4 190 6S4 t, B5`<0 173. 5+ _ 303 535 850 C g70 „, grjp 57 ?
45 2 ',& t 59.1. 7 77 6 i 8 65 0 E 6S 6 y 48 <3 % 55 7 65.0 19 St 8 65 6 65 4 75 , 505 ..-.
55.0 T 65.0 7 25 65.5 65A 65.0 ( E2 i 567 85- j <2 y1% .......65a 0
0 -1s50 , 5
K
51
i 1 _ 6s szs 65 n a 455736ya165.4 i 11 30.! 19 65.0 7 36 !- 58,4 ' 65 0 85 0 o3646A6S085 -- 1- -
39
650 a ION
6S0
b5b 51 33.7 65'a &5.0 ,..._ 30 a50 fr30 j(' 650 ! 30 55.7 6y0 t..
a68
935 5f80 t 850 T
48,9 6S 0 55.0 45 i 38,2 65,0 55.4 7B _ 1 5 648 T 650 74 65,11) i`._..S5,0 65 4 i 87 0 `9 al 74
51
546 Y 650 65.0 €-' t20 - 44.1 850 55.4 4 2 j 333 &5d $ -- _ -i t
t_ 4 I 2 0 _- 0 45 6t
0 55 4 65.0 33 52 5 650 65.0 55 36,3 fi.5 469 0 72 ?3.9 49 0 55 r 75 0 230 fi50 5T 53
2 j 65 0 55 0 27.__. 53 6 . 65.3 65.0 53 44 O 650 65 0 -- - i -s _ 26.
0
535 601 650 7bo BSa 58 yl
59.5 1 65A 55.0 2t # 65D 650 65.o j 54 t44 BSa wo t! Bz 78.6 - we 0 _ 45 + b5.
0 3 65D 55.6 k "4 57 S3 56S 4 f.5.4 y 48 0 i 65 0 65 0 _ _ 5I'44
55 J k _ _ '
zG
Y s4 1tb6,5a 850 0 0 ;•• 62 57
k
5[3 3 _, 5 Q 65.0 jy- 5 i 91 F 55 0 55A i 42 57 t 6,5,t165 0 _ }j-48- 35.8 650 BSA 4 37 0
H5 a ' p II t- i
42A 65.3 65.0 38 65.4 650 556 f +2 404 850 &;0 4 __... _ # i
576A665D85.0 t4$ ty j __ 6S6 LU .-_
li}---r---
ZY
56 57S4.8 6y.4 65.0 39 4B 4 fry 0 65.0 75 i SS t 65,0 65 0 36 47 7 ma 8115.0 82 .. . BE
59
1/4.3 65.G50 27 65.
01 65.4 65.0 66 .1 +TEMP R DPANES 00 S .7' 389854
65A 60410_56 :40 TCF i% PANE 6hJLLON
4" = V_
RFkCAl
MULL`ON 4,?`_T4ftEN FIXED PANELS i 51 44.3 BS` 0 f 83.6 i i 54 466 6S0 65b 72 76.4 fi44y fii 2 7" WITH NO RFINf ORCEME.
NT 468 # _.._.654 ; 6S.n 48 57L 650 ± 65,0 56 789 51A B50 € 5 Q3;.(}N c "%4• AN, MULLON "B" - VERT,CA.
4. MU (ON f?EiWFFN F:xf_D PANELS f 31 9 540 ( 654 65.0 : 42 59-9 5s0 I 6yo( w ..._ 3•ts 654 Bye .AN 3Y`r z
NO wi4 ONF(i)
CONT-NIJOUS S EEL CNAMNE+ =OR , ? 636 g &5.0 85.4 .(..._,- 36 6s4 550 54 35A a5a esa iNOs..TF. GLASS SHALL1 f€T ALc. _w w c t 27 650
65b 55.0 1 57 , 480 r aso 1Str I 7 48 398 650 55Q RLf`UiREVEN S OF C 4CR 24 MULLION "C" = VERTICAL MULL
ION BETWEEN DOORS AND -III. rz7... 4z 1 cso 6s.a74 51 ....-.. s46 ._sso bso !
42 €
45,5 as.o _.Bsp OF 1`1.6R:DA BU .NG COC w f,KEL PANELS WIT ONE(?}
CONTtNUOUS S.cEC C;ANNEC 5r 470 Bs 65.A 45 619 a 650 3t 53.0 65b 554 t / Fhf J61hG A!k
l
O
OR REINFORCEMENT. ; # - REG'
R
LE
SAf c7Yn _
g6 45
5SS fi50 I .5.O 39 8 3 a50 6yo y ( ; 30 .. 6.L5 63o I 6y6 MUL.00N D" - VERTICAL MULLION
BETWEEN OG ORS AND _ -. j 6ao 65,0 I S7 _ _ 53s -6ya ssa ( r4 s5o 4...._ss.o 'I € VENTS. FIXED PAN ES
WITH TWO(
2) CONTINUOUS STEEL CHANNEIS _.... .3.3 6yo t 650 654-- 68 51 59-5 1 _654 55.a ; 76 2773 5 6.8 _ 63.0 'r 57 45 2 f By
0 _ y5.0 ay 65 0 B5.0 65,0 L72 7g.250.0 5y
C
FOR RENFGRCEMtM. __ _55 SOS I 65065.057
383 # 650 965a65 0 Sy 7 55 0 6y
pZ ,e85056 ._._______I__ OAF. "ABLE NOTES' ...._4 ----j sl
6466so
55
0
30 0 65,0 Z 1i'I i T€,E (FSSER
OF HE :.DADS
DETERMINED FRC}M THE ( 57 tag 6sa i 6.S.q a 43a 6s0 es.0 E;! MULi ON TOAD TA ii ES AND
THE GLASS LOAD TABLE SLIALL 74 5i st a - _ ! 02 s4 7 5s-
6 -T 65.0 J •r z z A CONTROL F OR THE ASSEMBLED LINT-. 4,
6! 9 I sso I 65a ( 36 58.4 see Bss m 2. AL t LOADS IN 14i CLASS
LOAD TABLE ARE AS i STR4CTE0 _- 39 650 r 65o as.4 x 6ao €5e i__ mar R T SiIFt AND THE
CL,
RRENI
ASTM E13O0 STANDARD. 57 532 e c 65A pS A,_ LGADS IN THE VGALION: OAD TABLESHAVEBEE: 68 51 59 s 65 a i 6s.o 2 j M35y oiDETERM NFC BASED 6N fttF WfAhEST CONCI'#ONOFUSINGL561s6yCe5b _ s6 r 35.3 6so {ttitPi!!/ U 3Al Tir t 3/4" WIDE =RAMiNG MEMBERS, rT
IS POSSIBLE IF(AT 62 s7 _ 583 650 650 96 sa i
404
65o E54 T4{E
AttQWAB'E LOADS MAY NGz2EhSE WITH
fJSE C YriE f 51 354 i 5s6 65_0 -65.0 54 44.4 »- 65 0 't ."` •• ..r 112" W'UE FRAMING VEMBER5 BiIT CONSIDERATION
OF
THIS ss S7 645 aa4 ; 85.0 46 50.0 ' B5a gyo .`1i r NCRf1SE IS NOt A LkCAB E TO
THISAPPROVA . hCREAS iz ; 5i 65,0 650 r*4z £ O p; .xf O c - EN MULLION LOAD, DUE TO USE OF THE
4 112" FRMiNG 6s0 650 :°} r • d MEMBERS Sk A6.t. BF RFV'
EW£O
AND CFRT, ',OD BY A FLORTDA .... 76 € 33. i 654 6 5 6 * YO b LICENSED ENGIN,LR UNDERA JOB SPECIFICAPPROVAL.
5' aB 459 i 530 ..6.50 i
s { s
sso 85.9 t 574650 _
65.0 4z 589 65°
550 i [7D 35 A
FRAJMANCHOR SUBSTRATE BY OTHERS F
R, -€ PERplll— ON s - ---------- 4'
MAY, SHM
AT A--H ANCiOR
SLALAN7S
By
C-lifFRSI SEE
GLAZING DETAIL
3 ON SHEET
9 SECTION
kALE:
1/2 FULL Q5 f GLAZING
DETAIL
I ON SHEET
9 r
FY
T F —R SEE GLAZ:NG DETAIL
3 ON SHEET
9 SECTION
SCA-'
F: all Fl-U GLAZING
DETAIL
2 ON L
A, ET 9 J 10 R SHE SLALAN-
S - By
07i-,--RS t
RAVL ANCHOR LLEVA-
PoNs SECTION
TCT7
1/2 FJLL rSEE
GLAZING DETAIL
4 ON SHEET
9 SECTION
C SCALE: 1/2 FULL GLAZING
DETAIL
4 ON SHEET
9 cvoR70—R j-
114" MAX, 1/4" MAX, SHM
AT :ACH 'Bl OT21 s 5-MV, AT FACH ANCHOR
ANCHOR OR
RAMEANCHSUBSTRATE
BY OTHFRS PER ELTVA.TfONS UZA.Tr S -Y T 05HEPSSECTION
cz S
r - I /j —FULL QV FRAME
ANCHOR SL,&S-RAT-, 61 OTHERS PER
RFvAl!0NS I /'
MAX, SHIM
AT EACH AKla'!
CR SEALA
N BY
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Job Address: -
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
1-
d3 Y's
Documented Construction Value:$
3'2?7t
Historic District: YesEl No ParcelID:
ResidentiaIE] Commercial, Type
of"It
Work:
f ewN AdditionEl Alteration[] RepairEl DemoEl Change of Use El move El I"- y, i —. - 11
Description of Work: Plan
Review Contact Person:
Title._ t Phone: IOL3-Z-6-
Fax: Email: (-41Property Owner Information Name
E)L F'
K I Street: I 7--
q—()-
5E 6 City, State Zip:0,
24-) 71 IV Name7i(— C --'
0:
0: Street: L& City, State
Zip: Name
Street: City, St,
Zip:
Phone:
Resident of property? :
Contractor
Information Phone: q07—`!
Fax: q
C) 7 —
3 Z 768- State License No.: 26
C--)'::> 0 ( Zc-93 Architect/Engineer Information Phone: Fax:
E-mail: Bonding
Company:
Mortgage
Lender: Address:
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 105.3 Shall be
inscribed with the date of application and the code in effect as of that : 5'11 Edition (2014) Florida Building Code Permit Application Revised: Rine 30,
2015
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.
Tile City of Sanford requires payment of a plan review tee 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
accordafice witl,*Iocal ordinance. Should calculated charges Floured off the executed contract exceed the actual construction value, Z'
credit will be aliplied to your permit fees when the permit is issued,
OWN4111S 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.
Sigoature ofOwner/Ageiit
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is -- Personally Known to Me or
Produced ID Type of ID
241 C7
Signature of Contra V&/Agent Date
Print 9yntractor/Agent s to -
4f
4-- 17
Signature ot'Notary-state of Florida Date
y PAMELA J. PREEDOM
NOTARY PUBLIC
STATE OF FLORIDA
Comrn# FF 194479
Expir8s 3/912019
isContractor/Agent2 Personally Known to Me or
Produced ID - Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building F] 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 NoR 9 of Heads Fire Alarm Permit: Yes [] No R
APPROVALS: ZONING: UTILITIES: ASTE WATER:
ENGINEERING: FIRE: UILDING:
COMMENTS:
Revised: June 30, 2015 Permit Application
CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION
FIRE PLAN REVIEW SERVICE FEES
PHONE: 407.688.5052
FAX: 407.688.5152
DATE:
BUS|NESS/PRO]ECTNAK8E:___|_
PERMIT NUMBER:
ADDRESS:
CONTACT NAME: FPHONE:
PLAN REVIEW INFORMATION
STRUCTION []C/O []FIRE D [ ]PAINT BOOTH []TANK
DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: [ ] YES [ ]NO
4 'l/ <!>(?--)
TOTAL FEES:
0 qw-"4,
ItEEDDM
P.EnoireCt10 n.
of CENTRAL FLORIDA, Inc 601 Central Park Drive, Sanford, Fl, 32771
Phone: (407) 328-1663+ Fax. (407) 328-4768
Fire Sprinkler System Material Data &
Hydraulic Calculations
FROM: Freedom Fire Protection of
Central Florida, Inc.
601 Central Park Drive
Sanford, Florida 32771
f ord
December 4, 2017
N
Fire Protection by Computer Design
Freedom Fire Protection
of Central Florida
601 Central Park Dr.
Sanhor. FL32771
407)-328-1663
Job Name Trestle Point Warehouse
Building Sanford, FL32771
Location 623Trestle Point 8yokam
1 Contract
1 Data
File Trestle Point VVanahuuoe.VVXF commitprp,
m,n"mph°H~+,;kt",/"r P".^"11, vv/"ah"",uH //.qA oxo*r
Freedom Fire Protection Page 1
Trestle Point Warehouse Date 12407
Hvdraulic Desion information Sheet
Name - Trestle Point Warehouse Date - 12-4-17
Location - 623 Trestle Point
Building - Sanford, FL 32771, System No. - I
Contractor - Freedom Fire Protection Contract No. - I
Calculated By Brandon Lupo Drawing No. - 2
Construction: ) Combustible (X) Non -Combustible Ceiling Height - 20
Occupancy - Ordinary Hazad
S (X) NFPA 13 Et. Haz. Ord.Haz.Gp. 1 2 3 Ex.Haz.
Y ( ) NFPA 231 NFPA 231C Figure Curve
S Other
T Specific Ruling Made By Date
El -
M Area of Sprinkler Operation 2000 System Type Sprinkler/Nozzle
Density .2 (X) Wet Make Globe
D Area Per Sprinkler 125.194 Dry Model (31,8118
E Elevation at Highest Outlet 20 Deluge Size 3/4"
S Hose Allowance - Inside Preaction K-Factor 8.0
I Rack Sprinkler Allowance Other Temp.Rat.286
G Hose Allowance - Outside 250
N
Note
CalculatLon Flow Required - 471.543 Press Require! 60.036
Summary C-Factor Used: 120 Overhead 140 Underground
W Water Flow TesL: Pump Data: Tank or Reservoir:
A Date of Pest - 8-5-17 Cap. -
T Time of 'rest - 9:00 AM Rated Cap.- Flev.-
E Static Press - 67 @ Press
R Residual Press - 63 Elev. Well
Flow - 919 Proof Flow
S Elevation -
U
P Location - On Site Hydrants
P
L Source of Information - Freedom Fire Protection Flow Test
Y
C Commodity Class Location
0 Storage Ht. Area Aisle W.
M Storage Method: Solid Piled % Palletized Rack
M
Single Row Conven. Pallet Auto, Storage Encap.
S R Double Row Slave Pallet Solid Shelf Non
T A Mult. Row Open Shelf
0 C
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal. Transverse
G
E Horizontal Barriers Provided:
nmn(dnr Qrnnramc her lnr P- ito I I I Winr4ham hi W 1 IQA n'InP7
Freedom Fire Protecon Page 2 Trestle
Point Warehouse Dote 12-4-17 City
Water Supply: Demand: C2 -
Residual Pressure: 63 D2 - System Flow 477,543 C2 -
Residual Flow 919 D2 - System Pressure 60.038 Hose (
Demand ) Safety
Margin 5.770 150
140
130
40
30
20
Computer
Programs hyHydrateoInc. Route111 Windham N.H.USA 03087
wu/19F, `,wm/^C1/y
Freedom Fire Protection Page 3
Trestle Point Warehouse Date 12-4- 7
Fitting Legend
AUbrov. Name B 4 1 11/4 17/2 2 21/2 3 31& 5 O V 18 12 14 10 18 20 24
Fep Flow Switch Potter v8R Fitting generates aFixed Loss Based onFlow G
NpPA13Gate Valve 0 O O U 0 1 1 1 l 2 2 3 4 5 8 7 O 10 11 3 90'Grvd-
VioElbow #18 O 0 2 3 4 3.5 b 5 8 7 8.5 10 13 17 20 28 25 33 30 40 J 907eo-BmoroGmVic #
2O 0 O 4.5 0 8 8,5 1&8 18 17 18 21 25 33 41 50 85 78 88 98 120 Units Summary Diameter Units
Inches Length
Units Feet Flow
Unity US Gallons
per Minute Pressure Units Pounds per
Square Inch 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 oY120except aanoted 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 beadjusted inthe calculation orCFaotore ofother than 120 and diameters other than
Sohed 40 per NFPA. Computer Programs byHydratecInc. Route111 Windham N8USA 03087
Pressure / Flow Summary - STANDARD
Freedom Fire Protection
Trestle Point Warehouse
Page 4
Date 12-4-17
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
1 20.0 8 10,47 na 25,88 U 125194 TO
2 20.0 8 10.65 na 26.11 0.2 125.194 7.0
3 20,0 8 11.33 na 26.93 0.2 125194 TO
4 20.0 8 12.79 na 28.61 U 125.194 7.0
5 20.0 8 15.38 na 31.38 0.2 125.194 7.0
6 20,0 8 16.49 na 32,49 U 125.194 TO
7 MO 8 10.51 na 25.93 0,2 125,194 TO
8 20,0 8 10.69 na 26.16 U 125,194 TO
9 20.0 8 11.37 na 26.98 0.2 125194 TO
10 20.0 8 12,84 na 28.66 0,2 125194 7.0
11 20.0 8 15.44 na 31,43 0.2 125.194 7.0
12 20.0 8 16.55 na 32.55 0.2 125.194 7.0
13 20.0 8 9,8 na 25,04 0.2 125.194 7.0
14 20.0 8 9.97 na 25.26 0.2 125.194 TO
15 20.0 8 10.61 na 26.05 0,2 125.194 7.0
16 20.0 8 11.98 na 2T69 0,2 125.194 7.0
17 MO 8 14.42 na 30.38 0.2 125.194 7.0
RN 20.0 16.98 na
RN2 20.0 17.05 na
RN3 20,0 20.31 na
CM1 18.0 25,95 na
CM2 18.0 26.03 na
CM3 18.0 26.34 na
CM4 18,0 33.0 na
TASK 18.0 35.38 na
BASR 0,0 47.43 na
BFP1 0.0 51.35 na
BFP2 0.0 58.41 na
TEST 0.0 60.04 na
The maximum velocity is 23.49 and it occurs in the pipe between nodes RN2 and CM2
Comm iter Proorqmq by Hvcirqtpr. Inr. Rni itp, 111 Winrftirn N H I IRA 01OR7
I
Find Calculations - Hazen -Williams
Freedom Fire Protection Page 5
Trestle Point Warehouse Date 12-4-17
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref, I.C., or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
1 25.88 1.728 0,0 10.080 10.468 K Factor = 8.00
to 120.0 0.0 0.0 0.0
2 25.88 0,0185 0,0 10.080 0.186 Vel = 3.54
2 26.12 1.728 0.0 10.080 10.654 K Factor = 8.00
to 120,0 0.0 0.0 0.0
3 52.0 0.0671 0.0 10.080 0.676 Vel = 7.11
3 26.92 1.728 0.0 10.080 11 MO K Factor = 8.00
to 120.0 0.0 0.0 0.0
4 78.92 0.1450 0.0 10.080 1.462 Vel = 10.80
4 28.62 1.728 0.0 10.080 12.792 K Factor = 8.00
to 120.0 0.0 0.0 0.0
5 107.54 0.2571 0.0 10.080 2.592 Vel = 14,71
5 31.37 1.728 0,0 3,875 15,384 K Factor = 8.00
to 120,0 0.0 0.0 0.0
RN1 138.91 0.4129 0.0 3.875 1.600 Vel = 19,00
0.0
138,91 16.984 K Factor = 33,71
6 32,49 1.728 1 J 11.29 6.210 16.493 K Factor = 8.00
to 120.0 0.0 11.290 0.0
RN1 32.49 OM81 0.0 17.500 0A91 Vel = 4.44
0.0
32.49 16.984 K Factor = 7,88
7 25.93 1.728 0.0 10.080 10,506 K Factor = 8.00
to 120.0 0.0 0,0 0.0
8 25.93 0.0186 0.0 10.080 0.187 Vel = 3.55
8 26.16 1.728 0.0 10.080 10.693 K Factor = 8.00
to 120.0 0,0 0.0 0.0
9 52.09 0.0673 0.0 10.080 0.678 Vel = 7.13
9 26.98 1.728 0,0 10.080 11.371 K Factor = 8.00
to 120.0 0.0 0.0 0.0
10 79.07 01456 0.0 10.080 1.468 Vel = 10,82
10 28.66 1,728 0.0 10,080 12.839 K Factor = 8.00
to 120.0 0.0 0.0 0.0
11 107.73 0.2580 0.0 10.080 2.601 Vel = 14.74
11 31,44 1,728 0.0 3.875 15.440 K Factor = 8.00
to 120.0 0.0 0.0 0,0
RN2 13917 0.4142 0,0 1875 1.605 Vel = 19.04
0.0
139.17 17.045 K Factor= 33.71
12 32.55 1.728 U 11.29 6.210 16.552 K Factor = 8.00
to 120.0 0.0 11.290 0.0
RN2 32.55 0.0282 0.0 17.500 0.493 Vel = 4.45
U
32.55
13 25.04 1.728 0.0
to 120.0 0.0
14 25.04 0.0174 0.0
14 25.26 1.728 0,0
to 120.0 0.0
15 50.3 0.0630 0.0
17.045
10.080 9,796
0.0 0.0
10.080 0.175
10.080 9.971
0.0 0.0
10.080 0,635
K Factor = 7.88
K Factor = 8.00
Vel = 3.43
K Factor = 8,00
Vel = 6.88
Comnutpr Proorams by Hwirater. Inc Rntitp. 111 Winrihqm N H I ISA 01OR7
Final Calculations - Hazen -Williams
Freedom Fire Protection
Trestle Point Warehouse
Page 6
Date 12-4-17
Hyd. Qa Dia, Fitting Pipe Pt Pt
Ref. I.C., or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv, Ln. Total Pf Pn
15 26.05 1.728 0.0 10.080 10.606 K Factor = 8.00
to 120.0 0.0 0.0 0.0
16 76.35 0.1365 0.0 10.080 1.376 Vel = 10.45
16 2770 1.728 0.0 10.080 11.982 K Factor = 8.00
to 120.0 0.0 0.0 0.0
17 104,05 0.2420 0.0 10.080 2.439 Vel = 14.23
17 30.38 1,728 U 11.29 1875 14.421 K Factor = 8,00
to 120,0 0.0 11.290 0.0
RN3 134.43 0.3886 0.0 15.165 5.893 Vel = 18.39
0,0
134.43 20.314 K Factor= 29.83
RNI 171,40 1.728 U 11.29 2,000 16.984
to 120.0 0.0 11.290 0.866
CMI 171.4 0,6092 0.0 13.290 8.096 Vel = 23,45
0.0
171,40 25.946 K Factor= 3165
RN2 171.72 1728 U 11.29 2.000 17.045
to 120.0 0.0 11,290 0.866
CM2 171.72 0,6113 0.0 13.290 8,124 Vel = 23.49
0.0
171.72 26.035 K Factor= 33.65
RN3 134.43 1.728 U 11.29 2.000 20.314
to 120.0 0.0 11.290 0.866
CM3 134.43 0.3886 0,0 13.290 5.165 Vel = 1839
0.0
134.43 26,345 K Factor= 26.19
CM1 171.40 4.31 0.0 12.420 25.946
to 120.0 0.0 0.0 0.0
CM2 171.4 0M72 0.0 12.420 0.089 Vel = 337
CM2 171.72 4.31 0.0 12.080 26,035
to 120.0 0.0 0.0 0.0
CM3 34112 0.0257 0.0 12.080 0.310 Vel = 7.55
CM3 134.42 431 U 22.299 118,460 26.345
to 120.0 0.0 22.299 0.0
CM4 477.54 0.0473 0.0 140.759 6.659 Vel = 10.50
CM4 0.0 431 11 9.756 40.540 33,004
to 120.0 0.0 9.756 0.0
TASK 477.54 0.0473 0.0 50.296 2.379 Vel = 10.50
TASK 0.0 4.31 1 Fsp 0.0 18.000 35.383
to 120,0 1 L 8,362 8.362 10.796 Fixed loss = 3
BASK 47T54 0,0473 0.0 26.362 1.247 Vel = 10.50
BASR 0.0 4.175 1L 9.525 85.000 4T426
to 140.0 0.0 9.525 0,0
BFP1 477.54 0.0415 0.0 94.525 3.926 Vel = 11.19
BFPI 0.0 4.175 2L 19.05 5.000 51.352
to 140.0 U 25.4 44,450 5,000 Fixed loss = 5
BFP2 477.54 0.0415 0.0 49.450 2.053 Vel = 11.19
Commuter Proorams by Hvrirqtpr. lnr,. Rnt itR 111 Winrih;im N H I IRA MCIR7
Freedom
BFP2 ^ 0,0 4175 1G 3]75 10J50 58A05
to 140.0 1J 25.4 28.575 0 0
TEST 477 54 0 O415 O.0 39.325 1,833 Ve = 111O
O O
477 54 80.038 KFactor = 61 63 ComouterPmommabvHvdmtpc|
n, Rm»*111 vv/nxxxmmH /mA oxox7
r
L1'I°. Is
DESCRIPTION AND OPERATION
QUICK RESPONSE
AUT wnc SPRINKLERS
GL. SERIES
UPRIGHT • PENDENT
VERTICAL SIDEWALL
HORIZONTAL SIDEWALL
CONVENTIONAL (OLD STYLE)
The Globe Quick Response GL Series Sprinklers are a low
profile yet durable design which utilizes a 3mm frangible glass
ampule as the thermosensitive element. This provides sprinkler
operation approximately six times faster than ordinary sprinklers.
While the Quick Response Sprinkler provides an aesthetically
pleasing appearance, it can be installed wherever standard spray
sprinklers are specified when allowed by the applicable standards.
It offers the additional feature of greatly increased safety to life and
is available in various styles, orifices, temperature ratings and
finishes to meet many varying design requirements. Quick
Response Sprinklers should be used advisedly and under the
direction of approving authorities having jurisdiction.
The heart of Globe's GL Series sprinkler proven actuating
assembly is a hermetically sealed frangible glass ampule that
contains a precisely measured amount of fluid. When heat is
absorbed, the liquid within the bulb expands increasing the internal
pressure. At the prescribed temperature the internal pressure
within the ampule exceeds the strength of the glass causing the
glass to shatter. This results in water discharge which is distributed
in an approved pattern depending upon the deflector style used.
TECHNICAL DATA
QUICK RESPONSE
UPRIGHT CONVENTIONAL
QUICK RESPONSE
PENDENT VERTICAL
See reverse side for Approvals and Specifications. SIDEWALL
Temperature Ratings - 135°F (57°C), 155-F (68°C),
175°F (79°C), 200°F (93°C), 286°F (141 °C)
Water Working Pressure Rating - 175 psi (12 Bars)
Factory tested hydrostatically to 500 psi (34 Bars)
Maximum low temperature glass bulb rating is -67°F (-55°C) QUICK RESPONSE
Frame - bronze • Deflector - brass • Screw - brass HORIZONTAL LPCICE
Lodgement Wire - stainless steel • SIDEWALL HORIZONTAL
Bulb seat - copper • Spring - nickel alloy • Seal - teflon SIDEWALL
Bulb - glass with alcohol based solution, 3mm size
SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING
I CLASSIFICATION I AV
TIEMPERAT RESL IER
BULB COLOR I N.F.P-A. MAXIMUM
CEILING TEMPERATURE I
ORDINARY
INTERMEDIATE
4077AIRPARK DRIVE, STANDISH, MICHIGAN 48658
JULY 2012 A-20
ORANGE/RED
YELLOW/GREEN
BLUE
989-84&4583 • FAX989-846-9231
BULLETIN GL5615, REV, #9
QUICK RESPONSE
AUTOMATIC SPRINKLERS
GL SERIES
UPRIGHT, PENDENT . VERTICAL SIDEWALL
HORIZONTAL SIDEWALL • CONVENTIONAL (OLD STYLE)
SPECIFICATIONS
N4MINAt "K" FACTOR THREAD SIZE LENGTH' FINISHES
2.8 (39 metric) 1/2" NPT 2 1/4" (5.7cm)
4.2 (59 metric) 1/2" NPT 2 1/4" (5.7cm)
Factory Bronze
5.6 (80 metric) 1/2" NPT 2 1/4" (5.7cm)
Chrome
7.8 (111 metric) 1/2" NPT 2 1/4" (5.7cm)
White Polyester'
8.1 (116 metric) 3/4" NPT 2 7/16" (6.2cm)
Black Polyester 1,3
METRIC CONVERSIONS ARE APPROXIMATE. _
HORIZONTAL SIDEWALL IS 2 9/16".
FINISHES AVAILABLE ON SPECIAL ORDER.
AVAILABLE AS cUl.us LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER.
DDDnI/w I c+
STYLE SIN K
HAZARD
135T 155T 175T 200T 286'F NYC - DOB
MODEL FACTOR 57°C WC 79'C 93°C 14VC
cULus FM LPC CE
MEA 101-92-E
GL2815 2.8 LH X X X X X X X
GL4215 4.2 LH X X X X X X X
UPRIGHT GL5615 5.6 LWOH X X X X X X X X X X
GL8115 7 8` LWOH X X X X X X XfGL81188.1 LHIOH X X X X_ X X X X X X
GL2801
GL4201
2.8
4.2
LH
LH
X
X
X
X
X
X
X
X
X
X
X
X
X
XPENDENT7GL56015.6 LH/OH X X X X X X X X X X
GL8101 1.8' LH/OH X X X X X X X X
GL8106 8.1 LH/OH X X X X X X X X X X
VERTICAL GL5632 5.6 LH X X X X X X X
SIDEWALLI GL8133 8A LH X X X X X X
GL2826 § 28 LH X X X X X X X
HORIZONTAL GL4226 § C2 LH X X X X X X X
SIDEWALL GL5626 § 5.6 LHIOH X X X X X X X X
GL5627c 5.6 LHIOH X X X X X X X
GL8127 § 8.1 LHIOH X X X X X X
CONVENTIONAL GL5624 5.6 LHtOH X X X X X
OLD STYLE) GL8125 8.1 LITOH X X X X X
X X
X X
nu « cuv cmcN i a Ur NHYA13 AND ANY OTHER RELATED DOCUMENTS.
HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 17' BELOW THE CEILING, FM APPROVED 4" TO 6" BELOW THE CEILING.
INSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS.
PENDENT VERTICAL SIDEWALL cULus LISTED FOR 6' MIN. SPACING.
tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9' MIN. SPACING.
OK ORDINARY HAZARD
LH' LIGHT HAZARD
1/2" NPT
ORDERING INFORMATION
SPECIFY GLOB,% PRODUCT WARRANTY
Quantity • Model Number • Style Globe agrees to repair or replace any of its own manufactured
Orifice • Thread Sizes " Temperature products found to be defective in material or workmanship for a
Finishes desired period of one year from date of shipment.
Quantity - Wrenches - PIN 325390 (1/2"); For specific details of our warranty please refer to Price List
P/N 312366 (L.O.) Terms and Conditions of Sale (Our Price List).
ARE989-846-4583
AIRPARK DRIVE, STANDISH, MICHIGAN 48658GI4077FAX989-846-9231
FIRE lRli' W 1-800-248-0278 www.globespdnkler.com
JUNE2012 PRINTED U.S.A. BULLETIN GL5615, REV. #9
FM Approved and UL Listed Sprinkler Pipe
Bull Moose Tube Company iaa recognized producer
of quality pipe products, Our Schedule 10 and
Schedule 4Oare FM Approved and UL Listed (for U.S.
and Canada), even though U,oue products do not
require separate approvals and listings, Bun Moose
Tube made the decision Vohave them approved and listed
for your peace ofmind. Our Sch. 1Vand Soh,4V have been
through the same rigorous testing as our other fine
pipe products. Schedule 10
Pipe Schedule 40
Pipe 8vU Moose
Tube's 5ch, 10 and 8ch. 40 pipes are moue to
ASTm 8135 and KSTM A795, These products are
typically supplied with our pm0enUvo coating but
can be supplied without the coating so they can
be hot -dip galvanized to meet FM requirements for
use in dry systems in accordance with the
zinc coating specifications ofASTNA7e5or ASTM A53All
Schedule 10 and Schedule 40 pipe has opressure rating
of 300 PSI. For proper operation, all
pipe surfaces should be cleaned prior to installation. In order to provide a leak -tight seat for the gasket, pipe surfaces should be free from indentations andprojectionsfromtheendofthepipetothegroove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure totaketheseimportantstepsmayresultinimpropercouplingassembly, causing leakage, Also, check the manufacturer's instructions for the specificfittingused, 1819 Clarkson Road Chesterfield,
MO 63017 For
additional information, contact
your salesperson C&
S Ag___ BULL NK3cnp_ TUBE CXXVWArly (800) 325-4467 today at (800) 325-4467 or LKTED - MM%bullmoo or from
Canada APPROVED Allinformation writained herein
is
accurate as knoirn 0(the hme ofPublication Bull Mci,ole Tub. res—es theright to cha,e Od, 3peafications %itt-r notice and 2/n
M
LaILT11:1 itu
Corpomte Offices
New York Plant
3421 Old Vestal Road, Vestal, NY 13850
Eanasrcsmc. 800.836.4350 607,729.9381 Fax: 6017.729.6130
4meklCian-Inivac products since 1970
PVC MUNICIPAL WATER DISTRIBUTION PIPE (4 - 12")
Scope: This submittal designates the general requirements for LjftaLas , tici; ed Pol vin I
with g cell sificati 12 54 as defined i AS1,11111 11 Pipe.
All pipe shall meet the requirements of AWWA C900, Ulf- 1285, FM 1612, CSA B137.3 and BNQ NQ3624-250 Standards, as indicated
in the table below, for potable water transmission mains and fire protection systems. Our pipe meets National Sanitation Foundation
Standards NSFv6l-G, NSFo 14, NSF,&pw-G (Potable Water), and NSF*fs (Underground Fire Service per UL1285 Standard), The
gaskeLed joint shall meet the requirements of ASTM D-3139, and the Joint gasket shall conform to ASTM F477. Pipe shall be furnished
in laying lengths of 20' (+(- I "), Other lengths may be available upon request. Depth
of Entry 15' M
O.
I. A 7( axJ_
Layirtg
Length L 2aa
This
product is manufactured in alternative colors for specific applications.
Purple for Reclaimed Water application. Print legend
will include the marking "Reclaimed Water". Green for Sanitary
Sewer Force Main applications, Print legend wilt in- clude "
Force Main". Although manufactured in accordance with the
same industrial standards and testing requirements, these products
do not bear the NSF, CSA & BNQ Listing Mark, as they
are used for different applications. C-
900 Water Pipe Size and Dimensions Nominal
Metric Dimension Approvals Pressure A" Average (OD) Minimum Max OD L" Dimension Size (in) mm) Ratio (DR) Class (psi) Outside Diameter Wall Reference Niin/Max) 25
NSF, CSA 165 0.192 5.920 4
100 18 NSF, FM, CSA, BNQ 235 4.800 0.267 6.055 4.
375 14
NSF, FM 305 0343 6.220 4,
625 25
NSF, CSA 165 0.276 8.300 6
150 t 8 NSF, FM, CSA, BNQ 235 6.900 0.383 8.450 5,
375 14
NSF, FM,CSA. BNQ 305 0.493 8.560 5.
875 25
NSF, CS SA165 0.362 10.730 8
200 18 NSF, FM, CSA, BNQ 235 9.050 6.
375 O503
10,920 14 NSF,
UK CSA, BNQ 305 6.875 0.646
11,110 25 NS
F, CS A 165 0,444 13.105 10 250
18 NSF, FM. CSA, BNQ 235 11.100 7,375
0,617
13.360 14 NSF,
FM, CSA, BNQ 305 7.875 0.793
13.510 25 NSF,
CSA 165 0,528 15.465 12 300
18 NSF, FM, CSA, BNQ 235 13.200 7,375
0.733
15.790 7.875
14 NSF, FM, CSA, BNQ 305 0,943 16.010 O FMApproved
pipe available upon request. Page I
ol'3 IN k %
J1 %I L-1 SF UpdatedOV2014
Corporate Offices
New York Plant
3421 Old Vestal Road, Vestal, NY 13850
800.836.4350 607.7299381 Fax: 607.729.6130 American -
made prodticts since 15170 PVC
MUNICIPAL WATER TRANSMISSION PIPE (14 - 24") Scope:
This submittal designates the general requirements for with
a cell clau&ation 12454 as defined in-ASTM Standard Pipe.
All pipe shall meet the requirements of AWWA C905, Ul, 1285, CSA B 137.3 and BNQ NQ3624-250 Standards, as indicated in the
table below, for potable water transmission mains and fire protection systems. Our pipe meets National Sanitation Foundation Standards
NSFv6l-G, NSF® 14, NSFcpw-G (Potable Water), and NSFv(s (Underground Fire Service per UL1285 Standard), The gasketed
joint shall meet the requirements of ASTM D-3139, and the Joint gasket shall conform to ASTM F-477, Pipe shalt be furnished in
laying lengths of 20' (+/- I "), Other lengths may be available upon request. LF
Depth.
of Entry- O.
D. A J---
Laying
Length L 20'
This
product is manufactured in alternative colors for specific applications.
Purple for Reclaimed Water application, Print legend
will include the marking "Reclaimed Water". Green for Sanitary
Sewer Force Main applications, Print legend will in- clude "
Force Main", Although manufactured in accordance with he
same industrial sumdards and testing requirements, these products
do not bear the NSF, CSA & BNQ Listing Mark, as they
are used for different applications C-
905 Water Pipe Size and Dimensions Nominal
Size (
in) Metric
min)
Dimension
Ratio (
DR) Approvals
Pressure Class (
psi) A"
Average (OD) Outside
Diameter Minimum
Wall
Max
OD Reference
T"
Dimension Min/
Ntax) 14
350 25
21
NSF,
CSA NSF
165
200
15.300 612
729
18.
750 18.
750 8.
000 18
NSF, CSA, BNQ y 235 850 18.750 8,
500 16
400 25
1
21 NSF,
CSA NSF
165
200
17.400 696
21,000 9.
750 829
21.000 18
NSF, CSA, BNQ 235 10.250 967
21.000 18
450 25
21
NSF
NSF
165
200
19.500 780
24A00 10.
500 929
24.000 18
NSF 1
235
1083 000 24. I
I .000 1
20
500 25
21
NSF,
CSA NSF
165
200
21.600 864
1.
029 26.
000 26,
000 10,
500 18
NSF 235 11,000 1.
200 1 26.000 41
100 629 31,000 24
600 32.
5 25
NSF
NSF
125
165
25.800 11900
794
1.
032 31.
000 31.
000 1.
229 3 1 000 12,
000 2121NSF20018
NSF 235 L433 31.000 Ini
Page
2 of 3 UL1285 Updated 04/2014
Corporate Offices
New York Plant
3421 Old Vestal Road, Vestal, NY 13850
ra PLASMSO 800.836,4350 607,729.9381 Fax: 607.729.6130
Anterican-made products since 1970
PVC MUNICIPAL WATER TRANSMISSION PIPE (30 - 48")
Scope: This submittal designates the general requirements for Unplasuciz--ed Pol vin I ChlorideChloride aW ter Pi q fratcom ound
with a cqll classi
Pipe: All pipe shall meet the requirements of A3Y-W-/\--(:-2-05Stand-a[d-, for potable water transmission mains and fire protection
systems. Our pipe meets National Sanitation Foundation Standard #61 for plastic piping system components and related materials. The
gasketed joint shall meet the requirements of ASTM D-3 139, and the joint gasket shall conform to ASTM F-477, Pipe shall be furnished
in laying lengths of 20' (+-/- I "). Other lengths may be available upon request.
in-
clude
standards
This product is manufactured in alternative colors for specific
for Reclaimed Water application. Print
marking "Reclaimed Water". Green for
Main applications. Print legend will in.
though manufactured in accordance with
and testing requirements, these
NSF Listing Mark, as they are used for
Depth of En 150 applications. Purple
Entry legend will include the
Sanitary Sewer Force
Force Main", AtMax,
D,D. A the same industrial
products do not bear die
different applications,
n ---- Laying Length L
20'
C-905 Water Pipe Size and Dimensions
Nominal Metric Dimension Pressure "A" Average (OD) Minimum Max OD *V' Dimension
Size (in) (mm) Ratio (DR) Class (psi) Outside Diameter Wall Reference (Min/Max)
41 100 '780 38.500
32.5 125 .985 38.500 12.625
30 750 -- 32.000
25 165 1.280 38.500 13625
21 200 1,524 38.500
41 100 934 45.000
12,875
36 900 32.5 125 38300 I178 45.000
25 165 1,532 45.000
11875
51 80 .872 52.000
15.750
42 1050 41 100 44.500 1.085 52.000
2 (5 1.369 52,00032.5 16.750
51 80 .996 58.500
15.875
48 1200 41 too 50A00 1,239 1 58,500 -
1 ,6,3 5 5-0 —
16,875325125
Page 3 of 3 Updated 04/2014Page3of3Updated04/2014
5PF/EaNVIL`
The C-4 Rigid Coupling is our standard coupling and is
designed for rigid piping applications. The C-4 is specially
designed to provide a rigid, locked -in pipe connection to
meet the specific demands of rigid design steel pipe.
For the latest UL/ULC listed, LPCB, VdS and FM Approved
pressure ratings versus pipe schedule, see www,anvilintl.com
or contact your local Anvil Representative.
c lil}uc rs+ }
LISTED APP a
VdS
ra uw,gvnpr.wai aa aas ar,a umnaiarc. w..eoaee a<
w«.arwiwiwm.wm o. u en trait Sa nr xwenaova.
MATERIAL SPECIFICATIONS
HOUSING:
Ductile Iron conforming to ASTM A-536, Grade 65.45-12
ANSI BOLTS & HEAVY HEX NUTS:
Heat treated, oval -neck track head bolts conforming to ASTM A-) 83
Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts
of carbon steel conforming to ASTM A-563 Grade A or Grade B, or SAE
J995 Grade 2. Bolts and nuts are provided zinc electroplated as standard.
METRIC BOLTS & HEAVY HEX NUTS:
Heat treated, zinc electroplated oval -neck track head bolts made of carbon
steel with mechanical properties per ISO 898.1 Class 8.8, Hex nuts and
bolts are zinc electroplated followed by a yellow chromate dip.
COATINGS:
Rust inhibiting paint Color: ORANGE (standard)
Hot Dipped Zinc Galvanized (optional)
Other available opfions: Example: RAL3000 or RAL9000 Series
For other coating requirements contact on Anvil Representative.
LUBRICATION:
Standard Gruvlok
Gruviok Xtremerm required for dry pipe systems and freezer applications.
a MM;
GASKETS: Materials
Properties as designated in accordance with ASTM D-2000.
Pre -Lubricated Grade "E" EPDM, Type A Gasket (Violet color code)
40°F to 150"F (Service Temperature Range)(-40°C to 65°C)
Recommended for wet and dry (oil free air) pipe fire protection
sprinkler systems. For dry pipe systems and freezer applications,
Gruvlok XtremeT" Lubricant is required.
Grade "E" EPDM (Green color code)
40°F to 230°F (Service Temperature Rangel(-40°C to 110°C)
Recommended for water service, diluted acids, alkalies solutions,
oil -free air and many chemical services.
NOT FOR USE IN PETROLEUM APPLICATIONS.
Grade "EP" EPDM (Green and Red color code)
40°F to 250°F (Service Temperature Range)(-40°C to 121 °C)
Recommended for water service, diluted acids, alkalies solutions,
oil -free air and many other chemical services.
NOT FOR USE IN PETROLEUM APPLICATIONS,
GASKET TYPE:
Standard C Style
I Flush Gap
PROJECT INFORMATION APPROVALat
Project Approved
Address: []Approved as noted
Contractor: [Not approved
Engineer: Remarks:
Submittal Cate:
Notes t:
Notes 2:
ammr r= 4 -
CSPIF/R VI7 L> AIWIL
Nominal
Size
Pipe
O.
D. Max.
Working
Pressure
A Max.
End
Load Range
of Pipe End
Separation Coupling
X
ME
Dimensions
y
Mw
7
Coupling
Qty.
Bolts
Size
Specified
Min.
Ew
Torque §
Max.
Wt. am
Approx
EQ'*
Iffim
momNMIllmrl1
1,315 300 407 0-1142 71A 4 11/4 2 X TA 30 45 1.2 2-
1 E —I LO I— 81 010,79 60 57 05 11/
4 1,660 300 2 -
649
4`An 2 41/3 11/1 2 a X 2!/4 30 60
45
I'S 32
421 Ph
1.900 300 851 VA4 4 1/1 11/9 2 3A x 2'/4 30 45 1.7 124
48 M 10 X 51 40 60 08 2.
375 300 1,329 7 2 AO
603 91 0.0.79 89 37 51 Mtox51 40 60 0,9 7
h 2,875 300 1,948 0- %12 4 6 2 2 x 2 30 45 1,9 65
73.0 207 866 0019 102 152 51 M. 10 r 63 40 60 09 370
0 2.946 00 is isOJ'j, 4ii 6 1 1 1,J 2 3-0-- 45 2 2 761
761 70.7 9,41 79 105 156 48 MlOx 63 40 60 1.0 3
500 300 2J86 0711 6/, 2 I 21/, 30 45 2A 80
88.9 207 264 19 121 168 51 MIO x 63 1 40 60 H 4
4.500 300 4,771 0-I? 2 'A 2 1/1 x 214 30 45 3.2 A-
0 1143 201 300
R22
fj/
L12
38 q149 197 54_ Ad 10 x 63 40 60 14 5S,
OS— 5-500 6`4 9" 3 80 139.
7 139.7 20,7 31.70 K38 175 235 52 MI 2 x 76 110 ISO 2.2 5
563 300 7,292 9 v" 21/, 4 x 3 80 100 4 5 121
4U 1 244 236 76 3L 2 mJ2,76 110 150 20 ri
t Off 500 300 9,955 OJ.i, ION 21,1 2 3 80 100 5 i 165.
1 16S.1 20.7 44.28 K38 207 264 54 M17K76 110 150 1 2.6 6
6.62S 300 10,341 0-3/37 8'/4 101/4 2 i/i 2-16 x T1, 80 100 5,8 150
168.3 KI 46,00 012,38 264 54 Ml2r82 110 w 2.6 8
8 62 306 7,5 8— 3 2 11-
0 2
1/8 X 3 'Ih 100 130 10.8 LDO
119.1 20 I-- 7797 2-3-6 267 337 64 M16,89 30 US 4,9 10
10.750 306 27,729 0-Y32 13 16% 2 i/a 2 1/1 x 5 180 220 2L5 150
273,1 201 U1,12 OL238 331 V5 61 M22 125 245 298 91 12
12]SO 300 1 38,303 1 191/1 2Ys 2 7e x 5!Iz 180 220 27 4 300
323.9 207 1 W038 OL2.38 391 489 67 M22 x 140 245 , 298 12 4 1 Range
of Pipe End Separation -6, use for mH grooved pipe and may be doubled for cut groove pipe, 1,
working pressure and/or end load ore total allowable, based an standard weight steel pipe, roll or cut grooved. A WARNING 2
0,,e time held twit pressure may be increased to 1.5 times th,, figures listed above. For dry pipe systems and keezer appGoations S -
For additional Bolt Toirlue information see Technical Dato Section, lubrication of the gasket is required, A -
Working Pressure Ratings are for reference only and based onSch. 40 pipe, For Ilselatest UL/ULC, FM,VdS and LPCB pressure rjrvyW
XwemeTM Lubricator is required, ratings
versus Pipe schedule, please visit onvilint[com or contact your local Anvil Representative, O*
w sizes available, contact an Anvil Representative, FP-
4. 12
r
Short Pattern 90' Elbow
5FF/FINVIL
SE-1 are short pattern products and are specifically designed for
use in Fire Protection applications where economy is a Factor. All
products are is UL/ULC Listed, LPCB, VdS and FM Approved.
Maximum working pressure for these products is 300 PSI. For
the latest UL/ULC listed, LPCB, VdS and FM Approved pressure
ratings versus pipe schedule, see www.onvilinfl.com or contact
your local Anvil Representative.
CtoE
Q.D.
Additional sius available, contoa on Anvil Represmtafive.
AMOI ;
c 4L - Fps 4 VdS
unto APPRGYEn E>y
Fa L-Y.WAW; I0MA 4 W(1 v O wM 9 al
rmw.amaNn —O --. Amr U.. fs,—araf—
SPECIFICATIONSMATERIAL
CAST FITTINGS:
Ductile Iron conforming to ASTM A-536, Grade 65.45 12
COATINGS:
Rvst inhibiting point Color: ORANGE (standard) or
fiat Dipped Zinc Galvanized conforming to ASTM A-153 (optional)
Other available options: Example: RAL3000 or RAL4000 Series
ELBOW SHORTPATTERN
PRESSURE DROP
i> . a,,
4 Inch
S1 ` ' to , '-. 2",—h
a FF e ' s z ' •.
o 2
a
20@
Flow Rate (fusee.)
For Fig. SE-1 40' grooved end elbows use the value shown.
Note. Al"v wives are shown for 36adule 40pipe to be cansislent wills industry practices. PROJECT
INFORMATION r s Project:
Approved Address:
Approved as noted Contractor:
Not approved Engineer:
Remarks:M` -
Submlttal
Date: Notes
1: Notes
2:
Short Pattern Tee
5PF/RNYIL
5T-1 are short pattern products that are specifically designed for use in Fire
Protection applications where economy is a factor. All products are UL/ULC
Listed, LPCB, VdS and FM Approved.
Maximum working pressure for these products is 300 PSI. For the latest UL/
ULC listed, LPCB, VdS and FM Approved pressure ratings versus pipe
schedule, see www.anvilintl,com or contact your local Anvil Representative,
Cto E r-----
i O.
D. Cr
to1 E L-._-__-__..
a. Nominal
Sizeto
ST-
1 O.
D. TEE
enter
End
Approx.
Wt.
Ea. 2
2.375 7% 2,9 50
60.3 10 N,
2.&75 3 13
4.
6 6S
13.0 16 2. ! 3
3.500 3% 6.9 80
88.9 86 3.1 4
4.500 4 10.4 100
4.3 102 4.9 6
6.625 5iTz 25.0 ISO
168.3 140 0,3 6.
625 200
219.1 115 191 rr-
V. 14 AWIL
t'
GT
a5
R VdS tRTFA
APPROVED Fad
µpure Prte.#s em l+rtdebrce. NW our w¢otita u NM.CIX1" w roMaci 8n MNP Sekb neprslMaeve. MATERIAL
SPECIFICATIONS CAST
FITTINGS: Ductile
Iron conforming to ASTM A-536 COATINGS:
Rust
inhibiting paint Color: ORANGE (standard) or Hot
Dipped Zinc Galvanized conforming to ASTM A-153 (optional) Other
available options: Example: RAL3000 or RAL9000 Series TEE
SHORT PRESSURE
DROP le
X14
einCh GC.4hcn
o 12
k 10
3 tech
2"ta
ielCh v 6
2 inch 5 u
O1S
4 2 a
5
10 15 20 Flow Rate (
ttJsec.) MW For
Fig.
ST- I grooved end tee branch use T/z times the value shown. For Fig.
ST- I grooved end tee run use the valve shown. Note: Akxwe
wolves are shown for Schedule 40 pipe to be consistent with industry practices. S t
W Mr
rr`+ C yt l eta i
0
SPF
I
RNYIL:
90` Elbow
A —.I
iM
el4F . <FM>
A Lam APPROVED
Fa Lks! WApp—M Ramie 4M tureW4wa,
wit our .Hattie a ww.amtkrof.com a.
i
coma K.n.4Mr sehs tienroanrta rva.
FIGURE f
Nominal Size Maximum
Working Pressures
900 ELBOW
Dimension A Approx. Wt. Fazh
i
MEMERM
500 1.50 0.62
10 — 3450 38.f0 028
1 f Soo 1.75 0:90 --
32 3450 44 45 0.41
1 Yi Soo 1.94 1.20
40 3450 49.276 0.54
2 500 225 1.85
50 3450 Sl 15 0 84
MATERIAL SPECIFICATIOPJS
Dimensions; ASME B 16.3
Material: ASTM A536 Grade 65-45-12
Finish; Black
Threads: NPT per ASME B 1,20.1
Agency Approvals: All ductile iron threaded fittings are
UL/ULC listed and FM Approved.
NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe
Working Pressure Ratings are &m reference a* and based on kh. 40 pipe. For 9,e Therefore, over tightening can cause damage to pipe threads which may cause
latest UIJULC, and FM pressure ratings versus pipe schedule, please visit onvilintl.com or leakage. Ductile iron fittings should be tightened appra,umately three turns beyond
coew your local Anvil Representativm hand tight, but no more than four turns,
INFORMATION APPROVAL
Project: Approved
Address: Approved as noted
Contractor: Not approved
Engineer: Remarks:
Submittal Date: —
Notes 1:
Yrvmm
Notes 2: — --
f 9t f^%r"1!`i Y L
Straight Tee
c 4t ta: rm
LUTU APPROVED
WVWA'Pp ,.d Detain arW llmllaliIXn,
ar wabele. at ww+canvdtd4mm or
au.a amtr Sena nareaaNan.
MATEAIAL SPECIFICATIONS
Dimensions: ASME B16.3
Material: ASTM A536 Grade 65.45-12
Finish: Black
Threads: NPT per ASME B1.20.1
Agency Approvals: All ductile iron threaded fittings are
UL/ULC Listed and FM Approved,
NOTICE- Ductile iron fittings have higher tensile strength than dint of steel pipe.
Wor . - king Pressure Ratings are far m6eme only aiul based on Sd, 40 pipe. Fo die Therefore, over tightening can cause damage to pipe threads which may muse
latest UVUIC, and fM pretsurc ratings versus pipe schedule, please visit onvilind.com or leakage. Ductile iron fittings slwuld be tightened approximately three tvrns heyond
contact your local A- Rap esentadve. hand tight, but no more than four toms.
PROJECT APPROVAL
Project: f Approved
Address: Approved as noted
Contractor: Not approved
Engineer: Remarks:
Submittal Date:
Notes t:
Notes 2:
Flanged Fittings
ANSI/AWWA CIIO/A21.10
V - 64" DUCTILE IRON FLANGED FITTINGS
GENERAL SPECIFICATIONS
NtATERIAL, Ductile min per ASTM A536
PRESSURE: 250 PSI railing for I"- 48'sizes and 150 PSI rating for 54" - 64'
TESTING: In accordance with ANSUAWWA CI 101A2 1, 10, U 1. and FM requirements
LAYING LENGTH: 2* - 48" sizes in accordance with ANSI/AVVWACI I0/A21,10 and ANSI BI&I and 54' 64" sizes in accordance with ANSI/
AWWA CID/A2i.53 (fittings not listed in ANSI/AWWAha- dimensions per Star design as noted in the catalog)
WEIGHTS: Are in pounds, unless noted otherwise and do not include, Accessories, cement tilling and coatings
DRILLING: In Accordance with ANSI/AWWA Cl I0/A2 1.10, ANSI/AWWA CI S3/A21.51 and ANSI B 16,1 Class 12S Flanges
CEMENT LINING: In accordance with ANSI/AWWA C104/A21A -- sizes [". 3"single thickness and sizes 4'- 64" double thickness COATING:
Asphaltic seal coat inside in accordance with ANSI/AWWA C104/A21.4 and prime coat outside APPROVALS:
2'- 12'Underwriters Laboratories and ULC Listed and Factory Mutual approved for 300 PSI rating. Please consult factory for detail
listing And approvals. 2" and greater are UL/NSF-61. DIMENSIONS:
All dimensions are in inches unless noted otherwise, 0
B.
C1--1-
T 0
0 F0,
D1 0
0 L- AWWA
MEMBER
SP,
1-01Ini WAT ER
QtMLITY
Flanged Fittings
ANSI/AVVWA C110/A21.10
METHOD OF DESIGNING OUTLETS OF
REDUCING FITTINGS FOR SPECIFICATIONS
Reducing Tees
b b b b
C
a a
Reducing on Reducing on Reducing on Reducing on Both
Outlet Ono Run Ono Run and Outlet Runs (Bull Head)
b
Reducing Crosses
d c d c d c d
L ---
a a a a
Reducing on Reducing on Reducing on Reducing on One Run
One Outlet Both Outlets One Run and Outlet and Both Outlets
Reducing Laterals
b b b
r—
c > b
nC
Reducing on Reducing on Reducing on True Y
Branch Ono Run One Run and Branch
Side Outlet Tee Double Branch Side Outlet 90 deg. Elbow
b b Elbow
C c da b b b
a
Right Hand Left Hand Right Hand Loft Hand
The largest opening establishes the basic size of reducing fitting_ The largest opening is named first, except for bull head fees which are reducing on both runs and
double branch elbows where both branches am reducing; the outlet is the largest opening and named last in both cases.
In designating the opening of reducing fittings, they should be read in order indicated by the sequence of the letters a, b, c and it. In designating the outlets of side outlet
of side outlet reducing fittings, the side outlet is named last, and in the case of the cross which is not shown, the side outlet is designated by the letter e.
uarlsoi
STM P11V 1soruXTs
Page 40
Flanged Fittings
ANSI/AWWACIIO/A21.10
METHOD OF DESIGNING LOCATION OF TAPPED HOLES
FOR DRAINS WHEN SPECIFIED
4-1
R
C' - MR R
i",
P
T T
90 deg, Elbow 90 dog, Elbe. Too Cross
Straight size Straight Size Straight Size
T
90 dog Elbow
Reducing Size
eR I
Front View Side View
Side Outlet 90 dog. Elbow
Straight Size
R R 17DTTT F N
Tee
Reducing Size
7--4---1 --+-- - --
R H" R
G S
T tTF
C
Fro,t Vew SdeViaw
Side Outlet Tee
Straight Size
Cress
Reducing Size
H 8
ql Rj
l
K
T TT Nf
45 Deg, Lateral
Straight and Reducing
M 'g
R
E R R K. M E K
NTq 0NT tKFLN
T T T®R R T
90 Deg. Base Elbe. Base Too Double Branch Elbow
Straight and Reducing
T iGA Ae
T . y ' TTrue
Y
46
Dog. Elbow Reducer Eccentric Reducer The above dIUStratiOns
Show two mm Of the same fitting and represent fittings with Symmetrical shapes, with the exception of the
side outlet elbow and the side outlet tee (straight sizes) 2W 18-64
STAG
PIPE PROMM
Page 41
Flanged Fittings
ANSI/AWWA C110/A21.10
A e
k LASE TEES
El YET- 7'2MMi5
Xt..ryt,';M
st:. , °'s s' .., ric:• iS` ,. 4 ^ny., , N; ; ,g. f;s' } # ... t r } .,«`
t y a' •,x.. raCa ' .nhw nf .' a
0,4
ien?a'
Flanged Fittings
ANSI/AWWA CI IO/A21.10
A -1
TI
STAR PIPE PRODUCTS
tn--TO-N --Rpqt-quT-Qt
Page 44
v
Flanged Fittings
ANSI/AWWA C110/A21.10
lh UBaseUnder Base Under
7TLarge End L
Small End
S T
S
T
Base Drilling Detail on pg. 41
uuT.l=al
MUTERED'WDEMARK Or STAR PIPE PROMICTS
STAR PI PE MOM
NODStON CnRPO ATE TO44 PR6E 4IOOYWPA%i&1-,SFI9ao-a vwtfllpyv{
p¢F clxcem gage
45
Flanged Fittings
ANSI/AWWA G1 IQ/A21.IQ
TI._.......
I
Ti ( Ti
Ti
tcodUh
Page 47
Flanged Fittings
ANSI/AWWA ci IO/Aa1.10
VCAT RAI
REC: URW TRA LB U Or, STAR PIPG MODUM
l`n PIPB PROOVCI'S
m HOVSTONCORlOMTB T044P0.661dro49R(J rP P.0 le1.5kA-PaPo
ww.+,NaePiPeproda eunm
Flanged Fittings
ANSI/A4VWA GI 10/A21.10
UCAT IL01
RRc:I51'kftED TkAUSMARK UR S'!'AR PIPE PROUVC"17
STAR PIPE PRODUCTS
HOI=N CORPORATE TOIL PRE@ Id0o 944.,t00¢ P X SRt65R9aUo
Page 48
Flanged Fittings
ANSI/AWWACIIO/A21.10
F T T
T,
TI J
Flanged Fittings
ANSI/AWWACIIO/A21.10
A A
T
T-
A
GENERAL SPECIFICATIONS
HEXBOLTS: Per ANSI/ASME, B [8.2.1
Material Per AS-FM.AL307 GRADE B, Zinc Plated
HEX NUTS: Per ANSI/ASME B18.2.2
Material Per AIUM A.S63 Grade A or B, Zinc Plated
GASKETS; I /S'Thick Foll Fiicc Per ANSUAWWA, CI 10/A,21. 10 and
ANSI/AWrWA CI I I /A21.11
Material Per ASTM D1330 Grade 11 or AsTM D-2000 AA,
Color RED (Temperature Range - 20° F to 170° F)
0
Page so
tP
SPECIFICATION SUBMITTAL SHEET
0 11 - -
iw *11*1&
W11111111"
with OS&Y gates) (with BGVIC valves)
FEATURES
Sizes: 2 1/2"" 3°" 4" 6" 8" 1(
Maximum working water pressure 175 PSI
Maximum working water temperature 140°F
Hydrostatic test pressure 350 PSI
End connections (Grooved for steel pipe) AWWA C606
Flanged) ANSI B16.1
Class 125
2 1/2" & 3" sizes use 4" body & reducer couplings
OPTIONS
Suffixes can be combined)
with flanged end OS & Y gate valves (standard)
L - less shut-off valves (grooved body connections)
LM - less water meter
with remote reading meter
L1 with gpm meter (standard)
with cu ft/min meter
G - with grooved end OS&Y gate valves
FG - with flanged inlet gate connection and grooved
outlet gate connection
PI - with Post Indicator Gate Valves (4"-10")
BGVIC - with grooved end butterfly valves
ACCESSORIES
Repair kit (rubber only)
Thermal expansion tank (Model XT)
OS & Y Gate valve tamper switch (OSY-40)
Test Cock Lock (Model TCL24)
DIMENSIONS & WEIGHTS (do not Include pkg.)
MODEL
WEIGHT
350ADA
SIZE
in. mm
WITHOUT
GATES
lbs. kp
WITH OSBY
GATES (GXF1
Its. kp
WITH OS&Y
GATES (GXG)
lbs. k9
WITH
eUTTFRFLY
VALVES(GXG)
Ibs, kg
2 112 65 105 41.5 207 94 199 90.3 123.8 2
47 224 1015 214 97 124A 56.5
41.3 245 111 219 99A 123 55.8R200302
64 377 171 347 Ise 193 87.6
137 178 3532 754 3423 410 186
161 1040 472.7 918 416.5 527 239.3
APPLICATION
Designed for installation on potable water lines connections in
fire sprinkler systems to protect against both backsiphonage and
backpressure of polluted water into the potable water supply.
Model 350ADA shall provide protection where a potential health
hazard does not exist. Incorporates metered by-pass to detect
leaks and unauthorized water use.
STANDARDS COMPLIANCE (HORIZONTAL & VERTICAL)
ASSES Listed 1048
AWWA Compliant C510 (with gates only)
CSAV Certified (4" - 8°)
ULO Classified
C-ULO Classified
FMOApproved
Approved by the Foundation for Cross Connection
Control and Hydraulic Research at the University of
Southern California
NYC MEA 221-04M-2 (2 112" - 8")
MATERIALS
Main valve body Ductile Iron ASTM A 536 Grade 4
Access covers Ductile Iron ASTM A 536 Grade 4
Coatings FDA Approved electrostatic epoxy finish
Internals Stainless steel, 300 Series
NORYLI", NSF Listed
Fasteners & springs Stainless Steel, 300 Series
Elastomers EPDM (FDA approved)
Buna Nitrile (FDA approved)
Polymers NORYLTm, NSF Listed
MODEL 350ADA
with OS&Y option
r
MODEL 350ADA with
BGVIC option
a_
MODEL DIMENSION (approximate)
350 ADA
SIZE
in mm
A
in mm
A WITH
BUTTERFLY
VALVES
in mm
B LESS
GATE
VALVES
in mm
C
in mm
0
mm
QSdYQPEN
In mm
E
OSBY
CLOSED
in mm
E WITH
BUTTERFLY
VALVES
in mm
F
in mm
G
in mm
2112 65 35118 892 321/8 816 201/8 511 41/2 114 9 229 16318 416 13718 352 8 203 6 152 71/4 184
3 80 36 it8 918 33 838 201/6 51t 41/2 114 9 229 187/8 479 15518 397 8 203 6 152 7114 184
4 100 38 114 972 33 1/4 45 19 7/8 605 4 1/2 114 9 1229,22314 578 18 114 464 9 118 232 6 152 8 203
6 150 471/4 1200 401/4 1022 257/8 657 51/2 140 101/2 287 301t8 765 23314 603 101/8 257 7 178 10 254
8 200 62 1575 55 1397 38 1/2 978 10 254 12 305 373/4 959 29114 743 1115116 303 81/2 216 11 279
10 250 84 518 1 442 56 112 1485 38 1/2 978 10 254 12 305 45 314 1162 3,5318 899 13 5116 338 91/2 216 12 305
No. s D
U
Attention:
Model 350ADA
grooved body)
and Model 350DA
flange body)
have different lay
lengths.
FLOW CHARACTERISTICS
MODEL 3SOADA 2 1(2", 3" 8, 4" (STANDARD A METRIC)
FLOW RATES (Vs)
0.0 12.6 2 5.2 37.9
t4
2 1,2" (65mm).
oto j' HOmm
a 0
50.5
104
69 p
77 35
w
0 a
0 200 400 600 800
FLOW RATES (GPM)
MODEL 350ADA 6", 8" 6 10" (STANDARD: METRIC)
FLOW RATES (Its}
0.0 63 1 1262 189 3 252.4
15
g10 ' (194mm}"— — H" f200mm} 10' 250—
0
0 1000 2000 3000
FLOW RATES(GPMI
0 Rated Flow (Established by approval agencies)
TYPICAL INSTALLATION
Local codes shall govern installation requirements. Unless
otherwise specified, the assembly shall be mounted at a mini-
mum of 12" (305mm) and a maximum of 30" (762mm) above
adequate drains with sufficient side clearance for testing and
maintenance. The installation shall be made so that no part of
the unit can be submerged.
104 94
69 '
35
N
0
4000
Capacity thru Schedule 40 Pipe (GPM)
Pipe size 5 ft/sec 7.5 ft/sec 10ft/sec 15 ttlsec
21/2" 75 112 149 224
3" 115 173 230 346
4" 198 298 397 595
6" 450 675 900 1351
8" 780 1169 1559 2339
10" 1229 1843 2458 3687
12" 1763 2644 3525 5288
PROTECTIVEENCLOSURE Q®
II
i2"MIN.
L
30" MAX
DIRECTION OF FLOW
MODEL 3$0ADABGViC (VERTICAL INSTALLATION) MODEL 360ADA (OUTDOOR INSTALLATION)
SPECIFICATIONS
The Double Check Detector Backflow Prevention Assembly shall be ASSE0 Listed 1048, and supplied with full port gate valves,
The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be
Norylrm (NSF Listed), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and
second check valves shall be accessible for maintenance without removing the device from the line. The Double Check Detector
Backflow Prevention Assembly shall be a WILKINS Model 350ADA,
WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:8051238.7100 Fax:8051238.5766
IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V IL2 Phone:905/405-8272 Fax:805/405-1282
Product Support Help Line: 1-877-BACKFLOW (1$77.222-5356) • Webalte: http:ihvww.zurn.com
Page 2 of 2
tqc Firs Building
Products
Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500
Model 513 (13) Riser Manifold
1.112 thru 6 Inch (DN40 thru DN150)
For NFPA 13 Sprinkler Systems
General
Description
The Figure 513 (13) Riser Manifolds
described in this technical data sheet
provide the necessary waterflow
alarm, pressure gauge, alarm test ori-
fice, drain, and sight glass equipment
in a single assembly for use in NFPA
13 sprinkler systems as follows:
NFPA 13*
1-1/2 Inch (DN40)
Male Thread x Female Thread
1-1/2 thru 6 Inch (DN40thru DN150)
Groove x Groove
Although the Riser Manifold described in
this data sheet is intended for NFPA 13
sprinkler systems, it may be used for NFPA
13D or 13R residential sprinkler systems
where a test orifice of 5.6K (80K) is accept-
able.
The variety of sizes and grooved end
connections allow cost effective and
easy transition to check valves, control
valves, and system piping. The Riser
Manifolds may be installed in either the
horizontal (flow switch on top) or verti-
cal (flow going up) for both single
sprinkler rises and floor control in high
rises,
WARNING
The Riser Manifolds described herein
must be installed and maintained in
compliance with this document, as
well as with the applicable standards
of the National Fire Protection Asso-
ciation, in addition to the standards of
any other authorities having jurisdic-
tion. Failure to do so may Impair the
performance of these devices.
The owner is responsible for maintain-
ing their fire protection system and de-
vices in proper operating condition.
The installing contractor or sprinkler
manufacturer should be contacted
with any questions.
Technical
Data
Approvals
The Figure 513 (13) Riser Manifolds
with a cover tamper switch for the wa-
terflow, alarm switch are UL Listed,
ULC Listed, and FM Approved.
The Figure 513 (13) Riser Manifolds
without a cover tamper switch for the
waterflow alarm switch are UL Listed
and FM Approved,
Maximum Working Pressure
175 psi (12,1 bar)
Test Orifice
5.61< (80K)
Assembly
The manifold body of the Figure 513 is
ductile iron, whereas the manifold
body of the Figure 13 is cast iron. The
two assemblies are completely inter-
changeable in function, application,
and end -to -end laying length.
Finish
Red painted.
Installation
The Riser Manifolds may be installed
in either the horizontal (flow switch on
top) or vertical (flow going up). The
inlet of the Riser Manifold may be di-
rectly connected to a shut-off control
valve.
NOTES
Where applicable pipe thread sealant
is to be applied sparingly. Use of a
non -hardening pipe thread sealant is
recommended.
Never remove any piping component
nor correct or modify any piping defi-
ciencies without first depressurizing
and draining the system.
Step 1. Install the manifold body with
the flow arrow pointing in the down-
stream position using threaded con-
nections and/or listed mechanical
grooved connections, as applicable
Step 2. Connect the drain line, and
then close the drain valve_
Step3. Refer to Figure 3 for wiring
guidance. All wiring must be per-
formed in accordance with the Author-
ity Having Jurisdiction and/or the Na-
tional Electrical Code.
Step 4. Refer to Figure 4 for optional
relief valve.
Stop 5. Place the system in service by
filling the system with water. When fill-
ing the system, partially open the con-
trol valve to slowly fill the system. Fill-
ing the system slowly will help avoid
damaging the waterflow alarm switch.
After the system is fully pressurized,
completely open the control valve.
Step 6. Secure all supply valves
open.
Page 1 of 6 APRIL, 2006 TFP962
Page 2 of 6 TFP962
NO. DESCRIPTION CITY, P/N
I 1-1/2" Manifold Body,
Male x Female NPT, I N/A
Groove x Groove.. I N/A
2 WatOrflow Alarm Switch:
VSR-SF with Paddle,
ULIFM — 1 971-096-00
VSR-SF with Paddle and
Cover Tamper Switch,
ULC/FM 1 976-519.02
3 300 pst/2000 kPa
Water Pressure Gauge 1 2341
I 10" (254,0 mm)
14-1/4' Mate x Female NPT,
62.0 mm) Groove x Groove
I I Manifolds
11.1/8' (282,6 mm) 1 Inspects Test
Male x Male NPT & Drain
or'
Valve
Normally setManifolds
I j to Drain')
Drainr.'Valve
wd)
NOTES,
1. Approximate weight, 11.2 lbs, (5,1 kg)
2 LILC Listed Manifolds are equipped with
Cover Tamper Switches installed Internal
to the Waterflow Alarm Switches.
3 CH Common Hardware
3 f;I,
2
314" 1.
ii 3-112* pl- --- L 13 1,8 mm)
09 1 mm, I (88,9 mm)
155,6 mm)
320,7 mm)
FIGURE 1
1-112 INCH (DN40) RISER MANIFOLD ASSEMBLY AND DIMENSIONS
TFPS62
2 INCH (DN50) MANIFOLD
INO. DESCRIPTION OTY P/N
1 2" Manifold Body,
Groove xGroove ,,,. I N/A 2
Waterflow Alarm Switch VSC
with Paddle, UUFM — .. , . . , , ,
1 976-357-01 VSC
with Paddle and Cover
Tamper Switch, ULC/
FM — , 1 976-520-01 3
300 psi/2000 kPa Water
Pressure Gauge 1 2341 2.
11M INCH (DN65) MANIFOLD NO,
DESCRIPTION OTY PIN 1
2-1/2" Manifold Body, Groove
x Groove. . I NIA 2
Waterflow Alarm Switch: VSC
with Paddle, UUFM — , , . . — , —
1 976357-02 VSC
with Paddle and Cover
Tamper Switch, ULCJFM .
1 976-520-02 3
300 psi/2000 kPa Water
Pressure Gauge 1 2341 3
INCH (01,1180) MANIFOLD NO
DESCRIPTION OTY P/N I
3" Manifold Body - Groove
x Groave I NIA 2
WaterflowAlarm Switch VSC with
Paddle, UUFM ...... ..... 1
976357-03 VSC with
Paddle and Cover Tamper
Switch, ULC/FM ...
1 976.520-03 3 300
psi/2000 kPa Water Pressure
Gauge 1 2341 NOTES: 1,
LILC
Listed Manifolds are equipped with Cover Tamper
Switches installed internal to the
Wahirflow Alarm Switches, 2, CH:
Common Hardware 4 INCH (
DN1100) MANIFOLD NO, DESCRIPTION
QTY. P/N 1 4"
Manifold Body, Groove x
Groove I N/A 2 Waterflow
Alarm Switch: VSC with
Paddle, UUFM , , , 1
976-357.04 VSC with
Paddle and Cover Tamper
Switch, ULC/FM — . , . ... ...
1 976-520.04 3 300
psi/2000 kPa Water Pressure
Gauge 1 2341 Page 3
of 6 6 INCH (
DN150) MANIFOLD NO DESCRIPTION
QTY. PtN 1 6"
Manifold Body, Groove K
Groove ...... I NIA 2 Waterflaw
Alarm Switch: VSC with
Paddle, UUFM , — — , 1
976-357.05 VSC with
Paddle and Cover Tamper
Switch, ULCIFM, I
I ....... 1 976.520-05 3 300
psi/2000 kPa Water Pressure
Gauge 1 2341 j Manifold
Nominal
Installation Dimensions in Inohas and mm) Drain Size Weight lbs, (kg))
A BC0EF1I
G
H 2 Inch
6314 9116 5-3/8 6-3/8 13-1116 3-1/2 115 ON-59)_ JL25,
5 T"', 1 3. 136,5 9 1 9) I'NPT 6,1 2-1/2
Inch 17-3/16 13 1 5-314 6,718 13 34 3-112 16,8 N -5L J—
J!3-6 D_ 2 02L 4L 117 6L 9.31 9L 1-1/4' NPT 3 Inch 17-
3/16 13 1 6 7-1/8 14.114 3-1t2 IA14' N 187 66_J330.2L
4) RL _ 2. J15 &_ C! 10 _jL62J,0 9 J 61 L- 4 Inch20-
1/2 13 4-5116 7-9116 9-1/16 16-5i8 4-1/2 2* NPT 32.
7 LQN
100 7
5 JR 21 IgLOJ2_ _IL2 3 jl 4 4_ 514,8 6 Inch 20.
1/2 13 45116 1-112 10 12 6-5/8 416 LJDN160) 1 520,
7) (330,2 (10945) 215. 4N 168,3) 2" NPT 18'
9` C
H D
I
Test
Drain Valve
Normally
set to "
Drain") F —
FIGURE 2
2
thru 6
INCH (DN50 thru DN1501 RISER MANIFOLD ASSEMBLY AND DIMENSIONS
Page 4 of 6 TFP962
SWITCH TERMINAL CONNECTIONS
UNINSULATED CLAMPING SEVERED
LOOPED SECTION CAUTION: PLATE STRIPPED
SINGLE An uninsulated section of a TERMINAL
CONDUCTOR single conductor is not
ENDS
SEPARATE
CLAMPING
permitted to be looped around a CONDUCTORS
the terminal and serve as two
PLATE
separate connections. TheTERMINAL
wire must be severed to suave INCOMING
as We separate connections,
thereby providing supervision
of the connection in the event
that the wire becomes
dislodged from the terminal.
IMPROPER CONNECTION METHOD
OUTGOING
PROPER CONNECTION METHOD
WATERFLOW SWITCH TYPICAL ELECTRICA CONNECTIONS
CONTACTS .... _ _ .... SPOT (Form C)
LOCAL
END OF LINE
CONTACT RATING .. 5A Q 125 VAC SIGNAL
2.5A a 30 VDC DEVICE
RESISTOR
NC
NO NC
NO • NC
NO
Z COM
COM
COM
CONTROL
POWER PANEL
NO FLOW NON -SUPERVISED STYLE B/CLASS B
CONDITION CIRCUIT SUPERVISED CIRCUIT
SEE NOTE)
NOTE:
For supervised circuits, see "Switch Terminal Connections" above_ The Waterflow Alarm
Switch has two switches, one can be used to operate a central station, proprietary or remove
signaling unit, while the other contact is used to operate a local audible or visual annunciator.
COVER TAMPER SWITCH (ULC ASSEMBLIES ONLY)
CONTACTS ..... _ .... SPOT (Form C)
CONTACT RATING ... 3A @ 250 VAC
5A @ 125 VAC
tmA @ 5 VDC min.
NO % 0 NC
COM
CONTACTS SHOWN
WITH COVER IN PLACE
FIGURE 3
WIRING GUIDANCE
TFP962 Page 5 Of 6
NO, DESCRIPTION CITY. PiN NO. DESCRIPTION CITY P/N 1-1t2" (01,140) Manifold Only:
To install optional Pressure Relief Trim on
1 3t8' Copper Tubing, 2 Pressure Relief Valve, a 1-1/2'(DN40) Manifold, a 1f2' NPT outlet
2" (DN50) Manifolds .... 1 971024-01 175 psi, Nonadjustable .. 1 198-066-00 must be provided by the installer on the
2012" (01,165) and 3 90' Compression Fitting system outlet piping, and a connection back
3" (DN80) Manifolds . - - 1 971.124.02 Fitting , , , 2 CH to the manifold drain trim must be fabricated
4" (DN 100) and 4 i" x 1i"2" Redurdng Hex with installer supplied 318' copper tubing.
6° (DN150) Manifolds ... 1 971.124.03 Bushing .. ....I i CH Discard unused film components.
CHI Common Hardware
3 112" NPT Installer
Outlet Provided
t 3 4 System Outlet
Piping
Installer
Fabricated 2 --- . 0
fj tj 318" Copper
2 Tubing —
a
2" (ON50). 2-112" (DN65),
3" (DN80), 4" (DN100), or
3 —
6" (DN150) Manifold
i
Manifold ...------
Drain Trim
r..
Manifeid
FIGURE 4
OPTIONAL PRESSURE RELIEF VALVE
Care and
Maintenance
The fallowing inspection procedure
must be performed as indicated, in ad-
dition to any specific requirements of
the NFPA, and any impairment must
be immediately corrected.
The owner is responsible for the in-
spection, testing, and maintenance of
their fire protection system and de-
vices in compliance with this docu-
ment, as well as with the applicable
standards of the National Fire Protec-
tion Association (e.g., NFPA 25), in
addition to the standards of any
authority having jurisdiction. The in-
stalling contractor or product manufac-
turer should be contacted relative to
any questions.
it is recommended that automatic
sprinkler systems be inspected,
tested, and maintained by a qualified
Inspection Service in accordance with
local requirements and/or national
codes.
NOTES
No attempt is to be made to repair any
Riser Manifold component in the field.
Only the pressure gauge, waterflow
alarm switch, or relief valve can be
replaced. if any other problems are
encountered the entire riser manifold
must be replaced.
The atarmiflow test procedure will re-
sult in operation of the associated
alarms. Consequently, notification
mast be given to the ownerand the fire
department, central station, or other
signal station to which the alarms are
connected, and notification must be
given to the building occupants.
Before closing a fire protection system
control valve for inspection or mainte-
nance work on the fire protection sys-
tem that it controls, permission to shut
down the effected tire protection sys-
tem must first be obtained from the
proper authorities and all personnel
who may be affected by this action
must be notified.
After placing a fire protection system
in service, notify the proper authorities
and advise those responsible for moni-
toring proprietary and/or central sta-
tion alarms.
Alarm/Flow Test Procedure
Step 1. Place the test & drain Valve in
the "test" position.
Step 2. Fully open the drain valve.
Make certain that drainage water will
not cause any damage or injury.
Step 3. Verify operation of associated
alarms.
Step 4. Close the drain valve.
Step 5. Place the test & drain Valve in
the "drain" position.
Step 6. Verify that the residual (flow-
ing) pressure indicated by the pres-
sure gauge is no less that originally
recorded for the system when it was
first installed.
Step 7. Close the drain valve.
Step 8. Verify that the static (not flow-
ing) pressure indicated by the pres-
sure gauge is no less that originally
recorded for the system when it was
first installed.
L 00 1
Page 6 of 6
Limited
Warranty
Products manufactured by Tyco Fire &
Building Products (TFBP) are war-
ranted solely to the original Buyer for
ten (10) years against defects in mate-
rial and workmanship when paid for
and properly installed and maintained
under normal use and service. This
warranty will expire ten (10) years
from date of shipment by TFBP. No
warranty is given for products or com-
ponents manufactured by companies
not affiliated by ownership with TFBP
or for products and components which
have been subject to misuse, improper
installation, corrosion, or which have
not been installed, maintained, modi-
fied or repaired in accordance with ap-
plicable Standards of the National Fire
Protection Association, and/or the
standards of any other Authorities
Having Jurisdiction, Materials found
by TFBP to be defective shall be either
repaired or replaced, at TFBP's sole
option. TFBP neither assumes, nor
authorizes any person to assume for it,
any other obligation in connection with
the sale of products or parts of prod-
ucts. TFBP shall not be responsible for
sprinkler system design errors or inac-
curate or incomplete information sup-
plied by Buyer or Buyer's repre-
sentatives.
In no event shall TFBP be liable, in
contract, tort, strict liability or under
any other legal theory, for incidental,
indirect, special or consequential dam-
ages, including but not limited to labor
charges, regardless of whether TFBP
was informed about the possibility of
such damages, and in no event shall
TFBP's liability exceed an amount
equal to the sales price.
This limited warranty sets forth the ex-
clusive remedy for claims based on
failure of or defect in products, materi-
als or components, whether the claim
is made in contract, tort, strict liability
or any other legal theory.
This warranty will apply to the full ex-
tent permitted by law. The invalidity, in
whole or part, of any portion of this
warranty will not affect the remainder.
Ordering
Information
Riser Manifold:
Specify; Size (specify), Figure 513,
specify connection type inlet x outlet)
Riser Manifold (specify - without or
with) a cover tamper switch for the
waterflow alarm switch, PIN (specify),
NOTES
Orders for Figure 513 may be filled
with a Figure 13. The two assemblies
are completely interchangeable in
function, application, and end -to -end
laying length.
If a ULC Listing is required, the Riser
Manifold must be ordered with a cover
tamper switch for the waterflow alarm
switch.
UL/ULCIFM Assemblies
With Cover Tamper Switch
I-1i2 Inch (01,140)
MTxFT ... ...... PIN 4086
1-1/2 Inch (DN40)
MT x MT .............. PIN 4087
2 Inch (01,150)
GxG ................ PIN 4090
2-1/2 Inch (DN65)
GxG .... PIN 4091
3 Inch (DN80)
GxG _ ..... ... _ PIN 4092
4 Inch (DN100)
GxG ................ PIN 4095
6 Inch (DN150)
GxG .... PIN 4096
UL/FM Assemblies
Without Cover Tamper Switch
1-1/2 Inch (ON40)
MT x FT ........ PIN 4055
1-1/2 Inch (DN40)
MT x IVIT ... PIN 4056
2 Inch (ON50)
GxG ................ PIN 4060
2-1/2 inch (ON65)
G x G ................ PIN 4061
3 Inch (DN80)
GXG ....... ... PIN 4062
4 Inch (DN 100)
GxG , , - PIN 4065
6 Inch (DN150)
GXG . .... ...... PIN 4066
Optional Pressure Relief Valve:
Specify: Operational Pressure Relief
Valve and Trim for use with (specify
size) Figure 513 or 13 Series Riser
Manifold, P/N (specify),
1-1/2'or 2 .. ...... PIN 4063
2-112" or 3 ................ PIN 4072
Vor 6".,. . .............. PIN 4073
Replacement Parts:
Specify: (description) for use with Fig-
ure 513 or 13 Riser Manifold, P/N (Ref,
Figure 1 or 2, as applicable).
TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446
TFP962
r rt
Conforms with Federal Specification WWN-171 (Type 23), Manufacturers Standardization Society ANSI/MSS-SP-58 (Type 19 and
23)
rc.
In
1 _
f l a$
ill Ill
Material. Steel C %L US F M
o
Setscrew must be tightened and torqued onto the sloped side of the I-beam.
Recognizing that torque wrenches are generally not used of available on many job sites, the setscrew should be tightened so it contacts the 1-beam and then an additional IM to 112 turn
added.
ANSI is a registered trademark of American National Standards Institute. EM is a registered certification mark of FM Approvals LLC, LTD, UL, UR, cUL, cVR, cULus and cURus are registered
certification marks of UL LLC,
WARNING
ERICO products shall be installed and used only as Indicated io ERICO's product instruction sheets and training material, instruction sheets are available at v vv v,erico.com and from your
ERICO customer service representative. Improper installation, misuse, misapplication or other failure to completely follow ERICO's instructions and warnings may cause product malfunction,
property damage, serious bodily injury and death.
Copyright G 2015 ERICO International Corporation, All rights reserved,
CADDY, CADWELD, CRITEC, ERICO, ERIFLEX, ERITECM, and LE WON are registered trademarks of ERICO International Corporation.
4ER'107
Materials Steel
Tensile Strength: 58,000 psi
Yield Strength: 36,000 psi
aEIVIC13"
lk
Lod based on Marc. 650 degrees F.
WARNING
ERICO products shall be installed and used only as indicated in ERICO's product instruction sheets and training materials. Instruction sheets are available at www.erico.com and from your
ERICO customer service representative. Improper installation, misuse, misapplication or other falure to completely follow ERICO's instructions and warnings may cause product malfunction,
property damage, serious bodily injury and death.
Copyright 6 N 15 ERICO international Corporation. All rights reserved,
CADDY, CADWELD, CRITEC, ERICO, ERIFLFX, ERFTECH, and LENTON are registered trademarks of ERICO International Corporation.
The 115 Standard Duty Loop Hanger, part of the CADDY, line of fasteners and supports from ERIC 0, is ideal for suspending stationary,
non -insulated pipe lines, including CPVC pipes, in fire sprinkler systems. A knurled insert nut helps simplify vertical adjustments and
flared edges on the base (112" to 4" sizes) help protect pipes from coming into contact with any sharp edges of the hanger.
Flared edges help prevent any sharp surfaces from coming into contact with the pipe (112" to 4" sizes)
Retained insert nut helps ensure the loop hanger and insert nut stay together
Recommended for the suspension of stationary non -insulated pipe lines
Manufactured to use the minimum rod size permitted by NFPA* for fire sprinkler piping
Conforms with Federal Specification WW-H-1 71 (Type 10), Manufacturers Standardization Society (MSS) SP-58 (Type 10)
Material: Steel
Finish: Pregalvanized C@US <
aERIca
Of 1
ki
i
41DEWINDEW FOR STEEL - Horizontal Application
14 SW Red
Nut Driver
Part # 811491
Made with Teks° self -drilling fasteners - no pre -drilling required.
Installs into steel range from 20 gauge —112' thicknesses.
A standard screwgun with a depth sensitive nosepiece should be used to
install Teks. For optimal fastener performance, the screwgun should be a
mininwm of 6 amps and have an RPM range of 0-2500.
Saves hme from traditional methods.
Reduces installation costs.
Quick to instal using the Sammys Nut Driver with an
18V cordless drilldriver,
Manufactured in the U.S.A. jffwwwMulldexcomj
114' 80479ST SWD 100 114.14 x 1" TEKS 3 1477 (16 ga.) 060'-16 ga 3116• 25 125
318" 8050957 SWD 10 114-14 x t' TEKS 3 1477 (16 ga.) 060'-16 ga 31t6• 25 125
3t8' B052957 SWD 20 i/4.14 x 2' TEKS 3 1411 (16 9ai 060'-16 9a 3rf6' 25 125
318' 8054957 SWDR 1.112' 12-24 x 1.112' TEKS 5 2375 15M 1475 .188'-3116• 112' 25 125
318• 8057957 SWT 15 12.24 x 1-1/2' TEKS 5 2375 (3116') .188'-3116' 112' 25 125
Includes retaining nut
SAMMYS SWIVEL HEAD'" FOR STEEL - Swivel Application
14 Black
Nut Driver
Part # 8113910
i .
914 SH Orange
Nut Driver
Part # 8273910
Eliminates distortion of threaded rod in sloped roof applications.
Accommodates 3.112 x 12 pitch.
Instals into angled z•pudin; allows threaded rod to hang plumb.
Allows 17° deflechon from vertical.
2368 (1/2• steel Vertcaq
12-24 x 1-314" 1306 (45' off Vertical) ISM (Vertical)
TEKS 5 2281(306' HSS) 860 (45' of Vertical)
1585 (3/161NSS 45• o9 Vertical)
Tows wok campy wdh ROHS roq*wanfs t lmkx s mftwng nur
aaa».,aaairwwcew x
www.MvbatBkx
k fillk( .4
SYSTEM
SO VSOR
SSM/SSV Series
Alarm Bells
System Sensor's SSM and SSV series alarm bells are
low current, high decibel notification appliances for
use in fire and burglary systems or other signaling
applications.
Features
Approved for indoor and outdoor use
Low current d,aw
High dB Output
Available in six-inch, eight -inch, and ten -inch sizes
AC and DC models
DC models polarized for use with supervision circuitry
Mount directly to standard four -inch square electrical box indoors
SSM and SSV series come pre -wired
Agency Listings
@ FM MEA
LISTED approved
5011 CS"
Reliable Performance. The SSM and SSV series provide loud
resonant tones.The SSM series operates on 24VDC and are motor
driven, while the SSV series operates on 120VAC utilizing a vibrating
mechanism.
Simplified Installation. For indoor use, the SSM and SSV series
mount to a standard four -inch square electrical box. For outdoor
applications, weatherproof back box, model number WBB, is used.
Thee SSM and SSV series come pre -wired, to reduce installation time.
The SSM series incorporates a polarized electrical design for use with
supervision circuitry,
SSM/SSV
Model shall be a SSM or SSV Series alarm bell. Bells shall have underdone strikers and operating mechanisms. Gongs an said bells shall be no smaller than
nominal 678710' (specify size) with an operating voltage of 24VX, or 120VAC (specify by part number) Sells shall be suitable for surface or semi -flush
mounting C?utdoor surface mounted it shall be weatherproof (using optional WSB weatherproof electrical box) Otherwise bells shall mount to
a standard 4- square electrical box having a maximum projection of 2112'. Bells shall be located as shown on the drawings or as determined by the Authority
Having Jurisdiction. Bells shall be listed for indoor/outdoor use by Underwriters laboratories and the California State hire Marshal, and approved by Factory
Mutual and MEA.
PhysicallOperating
Operating Temperature Range—31`Fto140'F
Operating Voltage SSM series. 24 VDC
SSV serer: 120 VAC
Termination
m
Provided with 2 sets of leads for in/out wiring
Service Use Fire Alarm, General Signaling, Burglar Alarm
Warranty 3 year
Electrical Specillications
Model Gong Diameter Nominal Voltage Operating Voltage Maximum Current Sound Output WBA)
inches) Limit
SSM24.6 6 Regulated 24VDC 16 to 33VDC OC-3 L I mA/ fWR-53SmA 82
SSM24-8 8 Regulated 24VOC 16 to 33VDC DC-31 IMA/ FWR-53-SmA 80
SSM24-10 10 Regulated 24VDC 16 to 33VDC DC-31 1 mA/ FWR-S3 SmA 81
SSV120-6 6 Regulated 120VAC 96 to 13?VAC 53mA 85
SSV120-8 8 Regulated 120VAC 9610 132VAC 53mA 82
SSW 20-10 W Regulated 120VAC 96 to i 3NAC S3MA 82
Sound output measured ai Underwriter laboratories, as specified in U064
Ordering Information
tescriptton
SSM24.6A Bell, 6, 24VDC, Polarized 82d5A
SSM24-8 SSM24-8A Bell, 8', 24VDC, Polarized, 80dBA
SSM24-10 SSM24-i0A Bell, 10" 24VDC Polarized 8ld8A
SSV 120-6 SSVt 20-6A bell, 6, i 2_0VAC, 85dBA
SSV 120-8 SSV i 20-8A Bell, 8, 120VAC, 82dBA
SSV 120-to SSJ120.1 A Bell,10-, 120VAC. 82d3A.
WSB Weatherproof back box for SSM and SSV series, when installed outdoors
SYSTEM OMIT Spicm Semo
3825 Ohio Avenue • SC Charles, IL 60174 ttoaawc+rtc—.,*1rmrn,ly.„u.o.nuwrw,a..`.«c«.,r
AO"260010, WiSENSOR' Phone _800-SENSOR2 • Fax, 630-377 6495 nmxw a .ramnw wnyaxwt"t2lu.e70 me wmek
K-
SPRINKLER CABINETS
FOR
REPLACEMENT
AUTOMATIC SPRINKLERS
SIX SPRINKLER CABINET
FOR'/2" OR %" SPRINKLERS
PIN 312390
TWELVE SPRINKLER CABINET
FOR'/2" OR %" SPRINKLERS
PIN 312392
When storing concealed sprinklers, Twelve Sprinkler Cabinet holds six units and Six Sprinkler
Cabinet holds three units.
989-846-4583 4077AIRPARK DRIVE, STANDISH, MICHIGAN 48658 FAX989-846-9231
1-800-248-0278
www.globespdnlder.com
AUGUST2002 B-5 BULLETIN SPRGAB, REV. #2
low
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A
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CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: f -
Documented Construction Value:
Ad dress: Xt' Residential
Address: Historic District: Yes El NoA
Pa reel I DCommercial Type
4 ofWork: Newp AdditionD Alteration[] RepairEl Demo R Change of UseEl Move 11 Description of Work:
Plan 1eview Contact
Person:_L, "_ N-Y_1 Title: Phone: QD Fax: ) , - 4
Email:T,&, 0)V, 17, X'lPropertyOwnerInformationName
Phone: Street: Resident
of property,?
Pity State Zip: LLI
A (7 Contractor Information Name t(—
Phone: Street:
7_) _,La L
Fax:
City, State Zip: tµV' '
to State License No.: t-A 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 ANOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE"FOR IMPROVEMENTS
TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RF RECORDED AND POSTED ON
THE JOB SITE BEFORETtIE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE 01, 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 permit and that ad work will be performed to ineet standards of all laws regulating Construction in this ,jurisdiction. I
understand that it separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks,
and air conditioners, etc. FI1C 105.3 Shall
be inscribed with the date of application And the Code in effect its of that da S'h Edition (2014) Florida Molding Codl, Revised Junc A 201
S l'umit Apph(atioll
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 I,aw, 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 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.
Signature of'O,,vnet/Agent Date
Prim Owner/Agent's Name
Signature ot'Notary-State of'Florida Datc
Owner/Agent is — Personally Known to Me or
Produced ID 'Type of ID
i matdre ot'ConnaoorL
Print Contiaom ?Agent s N
4101Uf4e Of, MOWP-S&C
Contractor/Agent
Produced ID
Date
31,a)
1 j '
YP JODI LEE HAWS)N
Notary Public - State of 1`10(il'i
My Comm, Expires Oct 27.
Commission # FF 171846,
BonftdthrQugh National Notary Ars
TyPe of 11)
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building
Construction Type:
Total Sq Ft of Bldg:
FllectricalE] MechanicaIE] PluinbingE] GasE] Roof E]
Occupancy Use: Flood Zone: -
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: YesF_1 No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
1,11,11"IT11"S:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: YesFJ No []
WASTE WATER:
FIRE: z BUILDING:
Revised JL111C 30. 2015 Permit Application
Page I of 2
Providing Safety & Solutions"
State License # 20001201
1.0 SCOPE OF WORK
FSS will provide One (1) MS 5UD Fire Alarm Panel.
FSS will provide One (1) "eat Detector above the Fire Alarm Control
Panel.
FSS will provide One (1) Pull Station located at the fire panel.
FSS will provide complete permit package with plans.
FSS will provide One (1) Cellular Communicator,
FSS will connect to and monitor the Fire Sprinkler System flow switch.
FSS will connect to and monitor the back flow preventer and control
valve.
FSS will provide all back boxes, wire, labor and required miscellaneous
parts.
Two (2) Year Warranty.
2.0 NOT INCLUDED
Electricity to fire panel.
Conduit from backflow into rider room
3.0 PROPOSAL PRICE
Material and Labor .............................................................. 200.012a.—
Monitoring, per month ...... (Six (6) months up front) ..............
The above price is firm for thirty days from the date of this quotation. Purchase orders or
contracts received after twenty (20) days will be subject to review and possible
adjustment in price and/or delivery. The above pricing does not include any applicable
sales tax.
4.0 PAYMENT TERMS
4.1 Customer will be invoiced 50% upon receiving permit.
Customer will be invoiced remaining balance upon final inspection.
Page 2 of 2
4.0 CUSTOMER'S RESPONSIBILTIES
ITEM NO. YES NO DISCRIPTION
I To provide a conduit Stub uwith pull s n at FALocations 2.
X To Provide and install back boxes with stub -ups 3.
X To provide and install -an-N-Y —necessar-v fire caulkingor fire sleevin . provide
4. X To a raceway with pull string- for any required underground raceway.
S.
X X
To
provide a common growind jfor s p pT!ectio When
applicable T_.
quipr ent. 7.
X To install fire alarm power supply back boxes. provide
8. X To termination cabinets as - --!—d."-- 9.
I--
X
To provide electronic CAD file of the base building plan for the creation
of enneered shop drawings. 10. X
To provide a copy of the contract drawings with the engineer of records seal
for permitting, unless the seal is provided by FSS as a separate option.
11. X
Toprovide120 VAC as rewired._ to F2._ X
Ifalift- is required, customer supply -or a separate quote will be_._ rovided if desired.
13. L id—
X
Toprovide
a hard copy of the specifications and contract drawings used for b
idd in se, ffawa rded bid_ 14. X Two (2) dedicated phone lines for the FjTRf!jjel_ ___- 5.0 FSS
WILL PROVIDE THE FOLLOWING DISCRIPTION YES I
NO I)JSCR1PT1ON_ YES/ NO ui merit y
Panel Back Boxes y En ,ginured Shop
DrawiEp_ Y Functional Pre -Test y Fire !Rs ctor
lest Data Submittals y
y Programpi
Permit ,
minim --
y y
Wire /
Materials y
Labor
for Installation y Taxes FloridaPE S a
Seal N LockBox4 6.
0 - AIGNW AND
DATED Si Date Safety stems,
LLC Date
Todd
DATE: F02/2-7/2018
PROJECT NAME: Trestle Point Warehouse
PROJECT ADDRESS:
623 Trestle Point Sanford, FI-, 32771
I, Todd A Bengtson, license # EF20001201, Hereinafter referred to as the "License Holder, " the
President of Florida Safety Systems, LLC hereinafter referred to as the "Company", hereby appoint
the following person as Attorney -in -Fact of the License Holder / Company, i order to (a) sign and
submit building applications, (b) obtain building permits, and (c) obtain the certificate of occupancy
from the:
City of Sanford I
on behalf of the License Holder/ Company:
Appointed Person: [1—odi :Llen tson
LICENSE HOLDER
Signature:
Print Name: ITodd Ben tson I
Title: lPresident I
The foregoing instrument was acknowledged before me on 102/27/20=
by ITodd Ben=tson
the President of Florida Safety Systems, LLC, a Florida corporation, on behalf of the corporation.
He/She:
Personally know to me Choice I Identification
Has Produced Identification 0 Choice 2 Produced:
As identified and who did not take oath.
Notary Public:
My Commission Expires: 727/20 18
JODI LEE HARRISON
Notary Public - State of Flw,da
MY Comm, Expires Ot
Commission # FIF 171848
Or Iqd through National Notary Assn
DATE:
BUSINESS/PROJECT NAME:
ADDRESS:
CONTACT NAME:
CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION
FIRE PLAN REVIEW SERVICE FEES
NUMBER:
AAA
PHONE: 407.688.5052
PLAN REVIEW INFORMATION
1CONSTRUCTION 11C/QlA'FIRE ALAW) [IFIRE SPRINKLER [)HOOD [ ]PAINT BOOTH HTANK DOES
20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL
FEES:
Page I of I
IE3 IE3
suer fruo r
Providing Safety & Solutions"
State License # 20001201
February 27, 2018
City of Sanford
300 N. Park Ave
Sanford, Fl, 32711
RE: Fire Alarm Permit Submittal
Trestle Point Warehouse
623 Trestle Point
Sanford, FL 327711
Sanford Plans Examiner;
Florida Safety Systems has been contracted to install a Fire Sprinkler Monitoring
System to the new warehouse building located at 623 Trestle point. Sanford,
Florida.
This will consist of,
One (1) Fire Lite MS- 5 UD Fire Panel
One (1) Fire Lite Pull Station, located at the fire panel
One (1) System Sensor Heat Detector
Monitoring of the Flow Switch
Monitoring of the Back Flow Device
Monitoring of the Control Valve
Monitoring will be completed by Napeo StarLink Cellular Fire System.
The general contractor will be picking up the lock box.
Please feel free to contat me with any questions.
Sincerely,
Todd Bengtson
Florida Safety Systems, LLC
Florida safetN S-S.Cfw, I'LC
522 Fluent (10 Blvd, 437.1 Apopka, Fl, 32703
Phonc: (407) 948-0079 s" Fio,: (888) 869-2059
jW
4
DF-52416:D - A3-20
MS-5UD(E)/MS-10UD(E) Series
Five Zone Fire Alarm Control Panel
Ten Zone Fire Alarm Control Panel ISTA10a MA _= - 11
Ne51VVAN, T _77T.= fA7%, X
r z",
The MS-5UD-3(E) is a five -zone FACP (Fire Alarm Control
Panel) and the MS-I0UD-7(E) is a ten -zone FACP. These con-
trol panels provide reliable fire signaling protection for small to
medium-sized commercial, industrial, and institutional build-
ings. Both panels include built-in communicators for Central
Station Service and remote u pload/down load.
Each of these FACPs is compatible with System Sensor's
microprocessor -based is series detectors. These conventional
smoke detectors can transmit a maintenance trouble signal to
the FACP indicating the need for cleaning and a supervisory
freeze" signal when the ambient temperature falls below the
detector rating. Additionally, both the MS-5UD-3 and MS-
10UD-7 are compatible with conventional input devices such
as two- and four -wire smoke detectors, pull stations, waterflow
devices, tamper switches, and other normally -open contact
devices. Refer to the Fire-Lite Device Compatibility Document
for a complete listing of compatible devices.
Outputs include four NACs (Notification Appliance Circuits),
three programmable Form-C relays (factory programmed for
Alarm, Trouble, and Supervisory) and 24 VDC special applica-
tion resettable and nonresettable power outputs. The FACPs
supervise all wiring, AC voltage, battery level and telephone
line integrity.
Activation of a compatible smoke detector or any normally -
open fire alarm initiating device will activate audible and visual
signaling devices, illuminate an indicating LED, sound the
piezo sounder at the FACP, activate the communicator and
FACP alarm relay, and operate an optional module used to
notify a remote station or initiate an auxiliary control function.
New options include a UL listed printer, PRN-6F and FireLite's
IPDACT Internet Monitoring module. The FireWatch Series
internet monitoring modules IPDACT-2 and IPDACT-2UD per-
mit monitoring of alarm signals over the Internet saving the
monthly cost of two telephone lines. Although not required, the
secondary telephone line may be retained providing backup
communication over the public switched telephone line.
NOTE: The MS-5UD-3E and MS- IOUD-7E offers the same fea-
tures as the MS-5UD-3 and MS- I OUD- 7 but allow connection to
240 VAC. Unless otherwise specified, the information in this data
sheet applies to both the 120 VAC and the 240 VAC versions of
these panels.
NOTE: For ULC-listed models, see DF-60440.
Features
Listed to UL Standard 864, 9th edition.
Built-in DACT (Digital Alarm CommunicatorfTransmitter)-
Style 6 (Class B) IDC (Initiating Device Circuit)
MS-5UD-3 - five IDCs.
MS- 1 OU D-7 - ten IDCs.
Style Y (Class B) NAC (Notification Appliance Circuit) - spe-
cial application power
MS-5UD-3 - four NACs.
MS-1 OUD-7 - four NACs.
Notification Appliances may be programmed as
Silence Inhibit,
Auto -Silence.
Strobe Synchronization for System Sensor, Wheelock,
Gentex, Faraday, or Amseco devices.
Selective Silence (horn -strobe mute),
Temporal or Steady Signal.
Silenceable or Nonsilenceable,
Optional CAC-5X Style Z (Class A) Converter Module for
NACs and IDCs (2 required for MS-1 OUD-7).
Form-C Relays for Alarm, Trouble and Supervisory - Con-
tact Ratings 2,0 A@ 30 VDC or 0.5 A 0 30 VAC (resistive),
3.0 A total system current for MS-5UD-3.
7.0 A total system current for MS-1 OUD-7,
Optional Dress Panel DP-51050
Optional Trim Ring TR-CE for semi -flush mounting.
24 volt operation.
Low AC voltage sense.
Alarm Verification.
PAS (Positive Alarm Sequence),
Automatic battery trickle charger.
Up to eight ANN-BUS annunciators:
Optional 8 zone Relay Module ANWRLY.
Optional LED Annunciator Module ANN-LED,
Optional Remote Annunciator ANN-80.
Optional Remote Printer Gateway ANN-S/PG.
Optional LED Annunciator Driver ANN-1/0.
Optional 4XTMF module (conventional reverse polarity/city
box transmitter)
PROGRAMMING AND SOFTWARE:
Can be programmed at the panel with no special software
or additional equipment.
Programmable Make/Break Ratio.
Upload/Download (local or remote) of program and data via
integral DACT
DF-52416:13 - 07/2612010 —Page 1 of 4
USER INTERFACE:
Built-in DACT (Digital Alarm Communicator(Transmitter).
Integral 80-character LCD display with backlighting and
keypad.
Real-time clock/calendar with automatic daylight savings
adjustments.
ANN-BUS for connection to remote annunciators.
Audible or silent walk test capabilities.
Piezo sounder for alarm, trouble, and supervisory.
Controls and Indicators
LED INDICATORS
FIRE ALARM (red)
SUPERVISORY (yellow)
TROUBLE (yellow)
AC POWER (green)
ALARM SILENCED (yellow)
CONTROL BUTTONS
ACKNOWLEDGE
ALARM SILENCE
SYSTEM RESET (lamp test)
DRILL
Terminal Blocks
AC Power — TB11:
MS-5UD-3 (FLPS-3 Power Supply): 120 VAC, 50/60 HZ,
1.00 A.
MS-5UD-3E (FLPS-3 Power Supply): 240 VAC, 50 HZ,
0.54 A.
MS-10UD-7 (FLPS-7 Power Supply): 120 VAC, 50/60 HZ.
3.80 A.
MS-10UD-7E (FLPS-7 Power Supply): 240 VAC, 50/60 HZ,
2.20 A.
Wire size: minimum 14 AWG (2,00 mm2) with 600 V insulation,
Supervised, nonpower-limited.
Battery (sealed lead acid only) — J12:
Maximum Charging Circuit - Normal Flat Charge: 27.6 VDC
@ 1.4 A. Supervised, nonpower-limited.
Maximum Charger Capacity: 18 AH battery for MS-5UD-
3(E), and 26 AH battery for MS- I OUD-7fl. [Two 18 Ah bat-
teries can be housed in the FACP cabinet. Larger batteries
require separate battery box such as the BB-26 or BB-55.]
Depth = 5.207 (13,23 cm) Top
Door = 16.821 " (4 2.73 crn)
Backbox = 16.65" (4229 cm)
Left Side
Door = 19.26" (48.92 cm)
Backbox = 19.0" (48.26 cm)
Bottorn
Cabinet Measurements
Depth
14-5.257"
13 '353 (,rn)l
Page 2 of 4 — 0 F-52416: D - 07/26/2010
4P
1 *
Minimum Battery Size: 7 AH.
Initiating Device Circuits — T84 (and TB 6 on MS-I0UD-7
only):
Alarm Zones 1 - 5 on TB 4 (MS-5LID-3 and MS-10LID-7).
Alarm Zones 6 - 10 on TB6 (MS-1 OLID-7 only).
Supervised and power -limited circuitry.
Operation: All zones Style 6 (Class B),
Normal Operating Voltage: Nominal 20 VDC.
Alarm Current: 15 mA minimum.
Short Circuit Current: 40 mA max.
Maximum Loop Resistance: 100 ohms.
End -of -Line Resistor: 4.7K ohm, 1/2 watt (P/N 71252 UL-
listed),
Standby Current: 2 mA.
Refer to the Fire•Lite Device Compatibility Document for listed
compatible devices.
Notification Appliance Circuits — TB5 (and TB 7 on MS-
10UD-7 only):
Four NACs
Operation: Style Y (Class B)
Special Application power
Supervised and power -limited circuitry
Normal Operating Voltage: Nominal 24 VDC
Maximum Signaling Current: 3,0 A for MS-5LID-3, 2.5 A
maximum per NAG; 7.0 A for MS-10UD-7(E), 3.0 A maxi-
mum per NAC.
End -of -Line Resistor: 47K ohm, 1/2 watt (Part #71252)
Max. Wiring Voltage Drop: 2 VDC
Refer to the Fire•Lite Device Compatibility Document for com-
patible listed devices,
Form C Relays — TB8:
Relay I (factory default programmed as Alarm Relay)
Relay 2 (factory default programmed as fail-safe Trouble
Relay)
Relay (factory default programmed as Supervisory Relay)
Special Application Resettable Power — TB9:
Jumper selectable by JP31 for resettable or nonresettable
power,
Operating voltage: 24 VDC nominal,
Maximum available current: 500 mA - appropriate for pow-
ering four -wire smoke detectors.
Power -limited circuit.
Refer to the Fire•Lite Device Compatibility Document for listed
compatible devices.
Remote Sync Output - TB2: Remote power supply synchro-
nization output, only required for the MS-5LID-3, 24 VDC nom-
inal special application power. Maximum current is 40 mA.
End -of -Line Resistor: 4.7K ohm. Supervised and power -lim-
ited circuit.
Product Line Information
MS-5UD-3: Five -zone, 24-voit Fire Alarm Control Panel
includes backbox, FLPS-3 power supply, technical manual,
and a frame & post operating instruction sheet). 120 VAC
operation.
MS-5UD-3E: Same as MS-5UD-3 except for 240 VAC opera-
tion.
MS-10UD-7: Ten -zone, 24-volt Fire Alarm Control Panel
includes backbox, FLPS-7 power supply, technical manual,
and a frame & post operating instruction sheet),
MS-10LID-7E: Same as above with 240 VAC FLPS-7,
IPDACT, IPDACT 2/2UD Internet Monitoring Module:
Mounts in bottom of enclosure with optional mounting kit (PN
IPBRKT). Connects to primary and secondary DACT tele-
phone output ports for internet communications over customer
provided ethernet internet connection. Requires compatible
Teldat Visoralarm Central Station Receiver. Can use DHCP or
static IR (See data sheet DF-60407 for more information.)
IPBRKT: Mounting kit for IPDACT in common enclosure.
IPSPLT; Y Adaptor option to allow connection of both panel
dialer outputs to one cable input to IPDACT (sold separately),
OPTIONAL MODULES
CAC-SX. Optional (Class A) Converter Module. Converts Style
B (Class B) Initiating Device Circuits to Style D (Class A); and
Style Y (Class B) Notification Appliance Circuits to Style Z
Class A), Connects to J2 on the MS-5UD-3 and MS-10UD-
7(E) main circuit board and to J7 on the MS-10UD-7(E).
NOTE. Two Class A Converter Modules are required Of the too -
zone panel.
4XTMF: Transmitter module, Provides a supervised output for
local energy municipal box transmitter and alarm and trouble
reverse polarity. Includes a disable switch and disable trouble
LED. A module jumper option allows the reverse polarity circuit
to open with a system trouble condition if no alarm conditions
exists. Mounts to the main circuit board connectors J4 and J5.
COMPATIBLE ANNUNCIATORS
ANN-80: Remote LCD Annunciator. Mimics the information
displayed on the FACP's LCD. Red. (For white, order: ANN-
80-)N.)
ANN-LED: LED Annunciator with three LEDs for each zone:
Alarm, Trouble, and Supervisory. Mounts in the DP-51050(B)
dress panel. Red. (For white, order ANN-LED-W.)
ANN-BLED: LED Annunciator with three alarm (red) indica-
tors for up to 30 input zones or addressable points. (Red. For
white, order ANN-LED-W.) (See DF-60241).
ANWRLY: Relay module, Mounts inside the cabinet. Provides
ten Form C relays.
ANN-S/PG-. Serial/parallel printer gateway. Provides a connec-
tion for a serial or parallel printer.
ANN-VO: Driver module, Provides connections to a user -sup-
plied graphic annunciator,
ACCESSORIES
DP-51050: Optional dress panel. Restricts access to the Sys-
tem wiring while allowing access to the membrane switch
panel.
BB-26: Battery backbox, holds up to two 25 AH batteries and
CHG-75.
BB-55: Battery backbox, holds up to two 25 AH batteries,
TR-CE: Optional trim -ring for semi -flush mounted cabinets.
PRN-6F: LIL listed printer.
DF-52416:1) • 07/26/2010 — Page 3 of 4
SYSTEM SPECIFICATIONS
System Capacity
Annunciators ......... _ ....... ................ .____8
Electrical Specifications
MS-5UD-3 (FLPS-3 Power Supply): 120 VAC, 60 HZ
1.0 A
MS-10UD-7 (FLPS-7 Power Supply): 120 VAC, 60 HZ,
190 A
MS-5UD-3E (FLPS-3 Power Supply): 240 VAC, 50 HZ,
0.54 A.
MS-10UD-7E (FLPS-7 Power Supply): 240 VAC, 50 HZ,
220 A.
Wire size: minimum 14 AWG (2.0 mm2) with 600 V insula-
tion, supervised, nonpower-limited
Cabinet Specifications
Door: 19.26" (48.92 cm,) high x 16.82" (42.73 cm.) wide x
072" (1.82 cm.) deep. Backbox: 19.00" (48.26 cm,) high x
16.65" (42.29 cm.) wide x 5,25" (13,34 cm.) deep. Trim Ring
TR-CE): 22.00" (55,88 cm.) high x 19.65" (49.91 cm,) wide.
Shipping Specifications
Dimensions:
20.00" (50.80 cm.) high
22.5" (57,15 cm.) wide
8.5" (21.59 cm.) deep.
Weight: 27 lb (12,20 kg)
Temperature and Humidity Ranges
This system meets NFPA requirements for operation at 0 --
49'C/32 — 120"F and at a relative humidity 93% t 2% RH
noncondensing) at 32°C t 2°C (90°F t 3'F). However, the
useful life of the system's standby batteries and the electronic
components may be adversely affected by extreme tempera -
lure ranges and humidity. Therefore, it is recommended that
this system and its peripherals be installed in an environment
with a normal room temperature of 15 — 27"C/60 — 80'F
Agency Listings and Approvals
The listings and approvals below apply to the basic MS-5UD-3
and MS-10UD-7 control panels. In some cases, certain mod-
ules or applications may not be listed by certain approval
agencies, or listing may be in process. Consult factory for lat-
est listing status.
UL Listed: File S624
FM Approved
CSFM: 7165-0075:0214
MEA: MEA: 333-07-E
NOTE: For ULC-listed models, see DF-60440.
NFPA Standards
The MS-5UD-3(E) and MS-10UD-7(E) complies with the fol-
lowing NFPA 72 Fire Alarm Systems requirements:
LOCAL (Automatic, Manual, Waterflow and Sprinkler
Supervisory).
AUXILIARY (Automatic, Manual and Waterflow) (requires
4XTMF).
REMOTE STATION (Automatic, Manual and Waterflow)
Where a DACT is not accepted, the alarm, trouble and
supervisory relays may be connected to UL 864 listed
transmitters. For reverse polarity signaling of alarm and
trouble, 4XTMF is required.)
PROPRIETARY (Automatic, Manual and Waterflow),
CENTRAL STATION (Automatic, Manual and Waterflow,
and Sprinkler Supervised).
OT, PSDN (Other Technologies, Packet -switched Data
Network)
FireLite@ Alarms and System Sensor@ are registered trademark$ of
Honeywell International Inc,
02010 by Honeywell International Inc, All rights reserved. Unauthorized use
of this document is strictly prohibited.
This document is not intended to be is.d for installation purposes.
IS0901 We tsv to keep our product information up-to-date and accurate. 0 we cannot cover all specific applications or anticipate all requirements. V-11 =6 I Sk KEJ=
ENgINMINg a WMMUFMG All specifications ate subject to change without notice.
QUAIITY SYSTEMS Made in the U.S, A.
For more information, contact Fire-Lite Aiwms, Phone, 1,8001 627-3473 FAX: (877) 699-4105.
www.firel;le,com
Page 4 of 4 — DF-52416:D - 07/26/2010
411W %
DF-52004:A1 • F-050
BG-1 2 Sories
Manual Fire Alarm Pull Stations
General
The Fire-Lite BG-12 Series is a cost-effective, feature -packed
series of non -coded manual fire alarm pull stations. It was
designed to meet multiple applications with the installer and
end -user in mind. The BG-12 Series features a variety of mod-
els including single- and dual -action versions,
The BG-12 Series provides Fire•Lite Alarm Control Panels
FACPs), as well as other manufacturers' controls, with a man-
ual alarm initiating input signal. Its innovative design, durable
construction, and multiple mounting options make the BG-12
Series simple to install, maintain, and operate.
Features
Aesthetically pleasing, highly visible design and color.
Attractive contoured shape and light textured finish,
Meets ADA 5 lb. maximum pull -force,
Meets UL 38, Standard for Manually Actuated Signaling Boxes.
Easily operated (single- or dual -action), yet designed to pre-
vent false alarms when bumped, shaken, or jarred.
PUSH IN/PULL DOWN handle latches in the down position to
clearly indicate the station has been operated.
The word "ACTIVATED" appears on top of the handle in
bright yellow, further indicating operation of the station,
Operation handle features white arrows showing basic opera-
tion direction for non -English-speaking persons,
Braille text included on finger -hold area of operation handle
and across top of handle,
Multiple hex- and key -lock models available.
U.S. patented hex -lock needs only a quarter -turn to lock/
unlock.
Station can be opened for inspection and maintenance with-
out initiating an alarm.
Product ID label viewable by simply opening the cover; label
is made of a durable long -life material,
The words "NORMAL:' and "ACTIVATED" are molded into the
plastic adjacent to the alarm switch (located inside).
Four -position terminal strip molded into backplate.
Terminal strip includes Phillips combination -head captive 8/32
screws for easy connection to Initiating Device Circuit (IDC).
Terminal screws backed -out at factory and shipped ready to
accept field wiring (up to 12 AWG/3.1 MM2 )
Terminal numbers are molded into the backplate, eliminating
the need for labels.
Switch contacts are normally open.
Can be surface -mounted (with SB-10 or SB-1/0) or semi -
flush mounted. Semi -flush mount to a standard single -gang,
double -gang, or 4" (10.16 cm) square electrical box.
Backplate is large enough to overlap a single -gang backbox
cutout by 112" (1.27 cm).
Optional trim ring (BG12TR).
Spanish versions (FUEGO) available (BG-1 2LSP, BG-1 2LPSP).
Designed to replace the Fire Lite legacy BG-10 Series.
Models packaged in attractive, clear plastic (PVC), clam -
shell -style, Point -of -Purchase packages. Packaging includes
a cutaway dust/paint cover in shape of pull station,
330=
Construction
Cover, backplate and operation handle are all molded of
durable polycarbonate material.
Cover• features white lettering and trim.
Red color matches System Sensor's popular SpectrAlert@
Advance horn/strobe series.
Operation
The BG-12 manual pull stations provide a textured finger -hold
area that includes Braille text. In addition to PUSH IN and PULL
DOWN text, there are arrows indicating how to operate the sta-
tion, provided for non -English-speaking people,
Pushing in and then pulling down on the handle activates the
normally -open alarm switch. Once latched in the down position,
the word "ACTIVATED" appears at the top in bright yellow, with a
portion of the handle protruding at the bottom as a visible flag.
Resetting the station is simple: insert the key, twist one quarter -
turn, then open the station's front cover, causing the spring -
loaded operation handle to return to its original position. The
alarm switch can then be reset to its normal (non -alarm) position
manually (by hand) or by closing the station's front cover, which
automatically resets the switch.
DF-52004:A1 - 04/22/08 — Page 1 of 2
Specifications
PHYSICAL SPECIFICATIONS.
pull station SB4/0 SB-10
Height 5.5 inches 5,601 inches 5,5 inches
13.97 cm) 14.23 cm) 13.97 cm)
Width 4.121 Inches 4.222 Inches 4 121 inches
10.47 cm) 10.72 cm) 10.47 cm)
Depth
1.39 inches 1 439 inches 1 375 inches
3.53 cm) 1 (3.66 cm) 1 (3.49 cm)
52M,ldn V
ELECTRICAL SPECIFICATIONS:
Switch contact ratings: gold-plated; rating 0.25 A @ 30 VAC or
VDC.
ENGINEERING/ARCHITECTURAL SPECIFICATIONS
Manual Fire Alarm Stations shall be non -code, with a key- or
hex -operated reset lock in order that they may be tested, and so
designed that after actual Emergency Operation, they cannot be
restored to normal except by use of a key or hex. An operated
station shall automatically condition itself so as to be visually
detected as activated. Manual stations shall be constructed of
red colored LEXAN (or polycarbonate equivalent) with clearly
visible operating instructions provided on the cover. The word
FIRE shall appear on the front of the stations in white letters
1.00 inches (2.54 cm) or larger. Stations shall be suitable fo
surface mounting on matching backbox SS-10 or SB-1/0; or
semi -flush mounting on a standard single -gang, double -gang, or
4" (10,16 cm) square electrical box, and shall be installed within
the limits defined by the Americans with Disabilities Act (ADA) or
per national/local requirements. Manual Stations shall be Under-
writers Laboratories listed,
NOTE: *The words "FIRE/FUEGO" on the BG- 12LSP shall appear
on the front of the station in white letters, approximately 314"
1 . 905 cm) high,
Agency Listings and Approvals
The listings and approvals below apply to the BG-12 Series pull
stations. In some cases, certain modules may not be listed by
certain approval agencies, or listing may be in process. Consult
factory for latest listing status.
C(UL)US: S711
FM Approved
CSFM: 7150-0075:184
MEA: 67-02-E
Patented: U.S, Patent No. D428,351; 6,380,846; 6,314,772;
6,632,108.
Product Line Information
BG-12S: Single-action pull station with pigtail connections, hex
lock,
BG-12SL: Same as BG-12 with key lock.
BG-12: Dual -action pull station with SPST N/O switch, screw
terminal connections, hex lock.
BG-12L: Same as BG-12 with key lock.
BG-12LSP: Same as BG-12L with English/Spanish (FIRE!
FUEGO) labeling.
BG-12LOB: Same as BG-12L with "outdoor use" listing.
Includes outdoor listed backbox, and sealing gasket.
BG-12LO: Same as BG-12L with "outdoor use" listing. Does
not include backbox.
BG-12LA: Same as BG-12L with auxiliary contacts.
BG-12LPS: Dual -action pull station with pre -signal option.
BG-12LPSP: Same as BG-12LPS with English/Spanish (FIRE/
FUEGO) labeling.
SB-10: Surface -mount backbox, metal.
SB-1/0: Surface -mount backbox, plastic. (Included with BG-
12LOB.)
BG12TR: Optional trim ring for semi -flush mounting.
17003: Keys, set of two, (Included with key -lock pull stations.)
17007: Hex lock, 9/64". (Included with hex -look pull stations,)
NOTE. For addressable BG-12LX models, see data sheet DF-
52013.
Fire-Lite® Alarms, SpectrAlert@ Advance, and System SensorO are
registered trademarks of Honeywell International Inc
02008 by Honeywell International Inc. All rights reserved. Unauthorized use
of this document is strictly prohibited.
IS09001We
This document is not intended to be used for installation purposes.
try to keep our product information op -to -date and accurate, TM0r:A 1111 i All 0 1 ill is 1i We cannot cover all specific applicaticwi or anticipate all requirements
A 011111101FACTIMN All specifications are subject to change without notice.
QUALITY SYSTEMS Made in the U.S, A.
For more information, contact Fire-Lite Alarms. Phone: (SOO) 627-3473, FAX, (877) 699-4105,
www.firelite.com
Page 2 of 2 — DF-52004:Al - 04/22/08
or Y4
5600 Series
Mechanical Heat
Detectors
System Sensors 5600 series mechanical heat detectors
offer a low-cost means for property protection against fire,
and for non -life -safety installations where smoke detectors
are inappropriate.
Features
Multiple configurations for installations.
Single- and dual -circuit models
Fixed temp and combination fixed- tempaate-of-nY-.,
135T or 194T ratings.
Plain housing for residential installations (Model 560111)
Easy -to -use terminal screws
A broad range of back box mounting options:
Single gang
3.5"and 4"`Octagonal
4 " square with square to round plaster ring
Reversible mounting bra(,ket
Agency Listings
@US F M
AP--.
Multiple configurations. The 5604 series offers a full -line of
configurations to accommodate a broad rang(; of applicalrons_ Both
single- and dual -circuit rnodels aro available for low and high-
tomnerature ratiwgs with either fixed temperature or wmbination
fixed Lsmperaturelrate-of-rise (ROR) activation. The HOR element of
the fixed/ROR models Is restorable to accommodate field-testing.
Installation flexibility. to satisfy a varlely of installation needs,
the 5600 series rrasily mounts to srngl gaiiq and o(Aagonal bark
boxes. Arid thoSO, rnodels accornrnodate four-s:luato back boxes
when used with a square to round plaster ring, itte rr versihle
mounting bracket permits hotl, flush- and surface -mount back box
installations.
Visual identification. I he 5600 series provides (,fear markings
on the exterior of the unit to ensure that the proper df-Jec:tor is being
used. Alphanumeric characters ideanlity the ac;tivatio,n method, as
well as the temperature raUrnl, in Fahrenheit and Celsius degrees.
f"ixed temperature rnodels are identified FX while combination fixed(
rate-of-i ise units are, marked I X(ROR. The 5600 series also provides
a oost-activation indicator u, the form of a collector, When the
detector is activated, the wileclor drops from the unit making it easy
to identify the unit in alarm.
Specifications
Mechanical heat detector shall be, a System Sensor 5600 series model number , listed to Underwriters Laboratories UL 521 for
Heat Detectors for Fire Protective Signaling Systems. The, detector shall be either a single -circuit or a dual -circuit type, normally open. The
detector shall be rated for activation at either 135°F or 194'F (90°(), and ,hail activate by means of a fixed temperature thermal sensor,
or a combination fixed ternperature(rate-of-rise therm,Jl sensor. The rate of rise. element shall be activated by a rapid rise in temperature,
approximately 15' F (8.3°(,) per minute. The detector shall include a reversible mounting bracket for mounting to 31/,-1nch avid 4-inch
octagonal single gang, and 4-inch square back boxes with a square to round plaster ring. Wiring connections shall Ieo made tly means of
SLMS scre+rrs that shall accommodate 14-22,AWC, wire. The detector shall contain alphanumeric marking, on the exterior of the housing to
identify its temperature rating and activation method. f he rate -of -rise elernent of combination fixed temperalure(rate-of-nse models ,,[tall be
restorable, to allow for field-testing. The detectors shall include an extf.rnal collector that shall drop upon activation to identify the unit in alarm.
Maximum Installation Temperature 5601 P, 5603, 5621. and 5623. 100°F (381C)
5602 `5604. 5622, and 56t>4. t50" F (65.6"C'r
Operating Humidity Range 5 to 9511% Rf l non -condensing
Dimensions with mounting bracket Diamoter: 4,57 inches (I 1.6crn)
Height: 1.69 inches (4.3(,,,m)
Alarm Temperature 5601P 5603, 5621, wid 5623: 1351F (57"(,)
5602. 5604, 5622, and 5624. 1941- (90"C)
Weight 6 oz. (170 grams)
Rate -of -Rise Threshold 15'F (8.3°G) rise per minute (models 5601 P, 56W) 5621, and 15622 only)
Mounting 3% inch octagonal back box
4-inch octagonal back box
Single gang back box
4-inch square back box with a square to round plaster ring
Eli
Operating Voltage f Contact 6-125VAC / 3A
Ratings 6-28V1 C (to
125VDc i 0.3A
250VDC ( 0.1 A
Input Tes minats 14-422 AWG
0
5601P 5602,5622
Ordering Information
5603, 5623 5604, 5624 5621
5601P Single None 135-F (57'C) Fixed Temperature) Rate -of -Rise 50 feet x 50 feet (15.24m x 1f>.2rn)
5602 Single Lettering 194°F (wc) Fixed Temperature I kale -of -Rise 50 feet x 50 feet (15.24m x 15.2rn)
5603 Single Lettering 1351 (4>7°C) Fixed tempf-;rature 25 feet x 25 feet (7.62rn x 7,62m}
5604 Single lettering 194°F (90 C) Fixed temperatureFix t 25 f<,ff x 25 feet (7.F;2rn x 7.62m}
mm
5621 Dual Lettering 135`1 (t7°C) Fixed Tc mperature / katuof-Rise 50 feet x 50 feet (16.24m x t'i.2m) 5622
Duaf Lettering t94°F (90°C) Fixed Temperature 1 t3atc of-13isc 50 fe etx 50 feet (I 5..4m x 15 AW 5623
Dual Lettering 13 °f (7°C} Fixed lempt;rature 25 feet x 25 f ,E t (7.fi2rn x 7.f>: rn) 5624
Dual Lettering 11941- (rWC) Fixed, iE t7it.er morn 25 feet x 2t> feet t T.62rn x 7 62rrm) NC?!
E fiefer to NI'PA72 guidelines for spat,rlg reductions whwl cciilinq c,xceed 10 feel. SENSOR
0;
iio Avenue • St, It Go174 Pntanf,
3 )i Sf NSOttE • f ,6 C -377 495 wW
Jn.Sy Si(.,ilSE.r,,C GCln' 0
a
r)TV- Hi /?MHT gpri -,
tPt
Compact Design
19,500A Surge Current
tors:
R ti
Universal full event sole path cellular & dual path UL and NFPA 72 Fire Code -Compliant, the StarLink Series
cellular &/car IP commercial fire alarm reporting from Wireless Commercial Fire Alarm Sole Path & Dual Path
any panel brand, virtually anywhere Communicators provide universal support for any brand 12V to
24V fire alarm control panel, reporting in Contact ID and 4/2.
For use as primary or backup communications on all With broadest coverage footprint available in Verizon Network
12V 24V control panels and FACPs that communicate Certified TM CDMA or GSM 3/4G models on the AT&T network,
using Contact ICE and 4/2 (such as on legacy panels) as well as mercantile models, all provide the most economical
solution and foreasy, versatile installation.
Reports to any Central Station nationwide, with your Safeguard Accounts &:Reliability. For applications currently
choice of cellular networks: Verizon Network Certified relying upon quickly -disappearing traditional phone lines,
CDMA or GSM 3/4G on AT&T StarLink wireless communicators can be used for primary or
backup communications, and will not only safeguard the fire
Easy, flexible installation, activation & online account alarm reporting transmissions for the future, but provide the
management end -user monthly savings for each costly FACP-dedicated
Cost saving modals and plans for any code
landline they replace. And, for upgrading alder wireless fire alarm
communicators on 2G and other phased -out cellular networks, all
requirement. Substantial savings over monthly dedicated StarLink Pre radios, offer a $100 tradeup incentive to help defray
lad e charges. And, 100 saving incentive with any 2G ' the of the hardware replacement to the advanced stag of-
C+ot1<r uni for uociracle (unlimited). the Starlink model of Choice.
sai .
fY \;
t*uit
Choi of plans (varies by model) - check -ins from 200 "
uploading/ ng/
r
ownl
pe
in
tvapcc
seconds, to 5-minutes to 1` hour, Verizon or ATV uploarling! downloading
Patented Signal Boost"m signal amplification circuit COMPLIANCES: NFPA72 EditF
and hih-gain performance antenna #orlonlonger range UL 864, 9th Ed., UL161Q UL98.
g p g NYFD (as back-up), CSFM
and reliability nationwide
NETWORK
VWTZpn CERTIFIED
2013, 2010 2007,
1023,
ormer may oe usea, wriere cocies permit
imercial Fire Mercantile model in red metal
erizon-Network Certified Powered directly
Ix "SLE314G•" on any models above for
ACCESSORIES:
SLE-DLEXT Optional, as above, for downloading, extends distance
e 2 key -slats for wall to Napco panel up to 100'
TRF20 Optional Plug in AC Transformer, 16.5V / 20VA (use is subject
WxD) to local code compliance)
SLE-DLCBL Optional High -Speed Napco Panel Up/download cable
tz
irging Current: 200mA
Is for +12V
out Power Supply:
11 15VDC (power -limited output from listed
71 mA with peak RF transmission current of
actrical Ratings for the IN 1 Burg/Fire Input:
Input Voltage: 9-15VDC
Maximum Input Current. Up to 2mA from FRCP NAC circuit
adrical Ratings for IN 2 and IN 3:
Maximum Loop Voltage: 15VDC
Maximum Loop Current: 1.2mA
actrical Ratings for 3 PGM Outputs:
Open Collector Outputs: Maximum voltage 3V when active; NAPCO15Vmaximumwhennotactive2261= I nwrsc wra cx es,avc,
Maximum PGM wink Current: 50mA mount. 333 Bayview Ave., Amityville, NY 11701 USA
1-800-645.9445 • Fax: 1-631-789-9292
rating Environment 0 to 49' C (32-120', ), up to 93 0f www,napcoseeurity.evm
imidit (non -condensing)
W Universal FRCP Support, auto -current sensing. L*i NEIWi
rtall brands communicating in Contact lD and 4/2, NFAV 00d;MO CERTli
COMPLIANCES: NFPA 72 Editions: 2013, 2010, 2007; UL 864, 9th Ed., UL1610, ULM, UL1023; WFD (as back-up), CSFI
im ore also rated to support Intrusion/Burgiary alarm reports where applicable, Starlink- and Signal P.00st are tradernarks of NAPCO. hats. Pending. Specification!
DNAPCO, NAFcn S-.,,ryT-hnoloyias In,, iNASOAO,Nsscr A676D 2016.5
F1 - Quick disconnect
tabs, 0.187" x 0.032*'-
Mate with AMP. INC. F1 F2
FASTON "187" series
6 35OR
F2 -Quick disconnect 6 35
tabs, 0.250" x 0.032" 0
Mate with AMP. INC
FASTON "250" series
IL"17,11i,1177, =7 '177
E>
E>
11101111117 HT H
L
1- 5.06 (151) W.- 2.56 (65) H,i 3.70 (94) HT 3.86 (98)
Tolerances are +/- 0.04 in. (+/- 1mm) and +/- 0.08 in. (+/. 2rorn) for
height dimensions. All data subject to change without notice.
Absorbent Glass Mat (AGM) technology for superior
performance
Valve regulated, spill proof construction allows safe
operation in any position
Power/volume ratio yielding unrivaled energy density
Rugged impact resistant ABS case and cover (UL94-HB)
Approved for transport by air. D.O.T., LAJ.A., F.A.A. and
C.A.B. certified
U.L. recognized under file number MH 20845
Nominal Voltage .... ............. ........ ...... 12 volts (6 cells;
Nominal Capacity
20-hr. (350mA to 10.50 volts) ...... 7,00 AH
10-hr. (650rnA to 10.50 volts) ....... ........ 6.50 AH
5-hr. (1.2A to 10.20 volts) ......... ... __ .... 6.00 AH
1-hr. (4.5A to 9.00 volts) .... ...... ...................... ........ 4.50 AH
15-min. (14A to 9.00 volts)... ........................... __ .............. 3.50 AH
Approximate Weight ................. ...... .......... ___ ......... 4,80 Ins, (2,18 kg)
Energy Density (20-hr. rate) ... .............. _ .... 1.49 W-h/in3 (90.95 W-h/1)
Specific Energy (20-hr, rate) .............................. I7.50 W-h/lb (38.58 W-h/kg)
Internal Resistance (approx.) ... ... __ ............................................ 23 milliohins
Max Discharge Current (7 Min.) ............................................... 21,0 amperes
Max Short -Duration Discharge Current (10 Sec.)_ 70.0 amperes
Shelf Life (% of nominal capacity at 68'F (20'C))
IMonth .... .............. __ .... __ .............. ___ .... _ ...... .............. 971X,
3 Months ..... ........... ........... ...... 91"Y"
6 Months ... ___ ..... ........... _ ....... __ .................. 83'r,,
Operating Temperature Range
Charge .. ....... ... _ ..................................... _.. -4'F (-20'C) to 122'F (50 " G)
Discharge..... ........ .................. _ ............... . 40'F (-40'C) to 140'F (60'C)
Case .... .......... ............ _ .... ..... _ ......... ... ABS Plastic
Power -Sonic Chargers .................. ........ ............. _ ..... PSC-12800A, 12800A-C
Shelf Life & Storage
a 100
80
c 5°C
41°F)_
60
40°C 30°G 20°C
Z 40
ra
V 00 2 4 6 8 10 12 14 16 18 20
Standing Period (Months)
Discharge Time vs. Discharge Current
20
15
10
i
5
2
1
30
E
10
5
0.35 0.70 1.4 3.5 7.0 14
Discharge Current (A)
chargN is W
necessary unless
100 t of capacity
is required.
Chalgnq before
use is necessay
to help recover
fail capacity.
Charge may rail
to restate fu@
capacity Do not
to batteries reach
this state.
104"F)
WF)
32°F)
Cycle Applications: Limit initial current to 2.1A. Charge until battery voltage
under charge) reaches 14.4 to 14.7 volts at 68° F (20°C). Hold at 14.4 to 14.7
volts until current drops to under 70mA. Battery is fully charged under these
conditions, and charger should be disconnected or switched to "float' voltage.
Float" or "Stand -By" Service: Hold battery across constant voltage source of
13.5 to 13.8 volts continuously. When held at this voltage, the battery will seek its
own current level and maintain itself in a fully charged condition.
Note: Due to the self -discharge characteristics of this type of battery, it is
imperative that they be charged within 6 months of storage, otherwise permanent
loss of capacity might occur as a result of sulfation.
Power -Sonic offers a wide range of chargers suitable for batteries up to 10OAH.
Please refer to the Charger Selection Guide in our specification sheets for "C-Series
Switch Mode Chargers" and "Transformer Type A and F Series'. Please contact our
Technical department for advice if you have difficulty in locating 4uitable models.
Discharge Characteristics
Ambient Temperature 20°C (68°F)
13.0
12.0
rT
p 11.0 -
R
c 10.0 - .70 0.35
E 1.4
9.0
3.5
Final
8.0
7.0
Voltage
14
1.2 2.4 6 12 24 36 48 1 2 4 6 810 20 40
min - -- 1- h
Discharge Time
Life Characteristics in Stand -By Use
Ambient Temperature 20 C (68 F)
100 -7777,11-UT <i ,s 1 0 ti a
80 y ath;
m
m 60 W
c4a Float Charging VoltageA
2.25 - 2.30 V/Cell
20
a a .
0 1 2 3 4
Years
120
100
80
um
60
V
aO 40
w
m 20
tY
a
0
Life Characteristics in Cyclic Use
200 400 600 800 1000 1200
Number of Cycles
Please refer to our website www.power-sonic.com for a complete range of useful
downloads. such as product catalogs, material safety data sheets (MSDS), ISO
certification, etc.
DOMESTIC SALES CUSTOMER SERVICE 1 TECHNICAL SUPPORT INTERNATIONAL SALES
I Tel:1-619-661-2020 Tel: +1-61.9-661-2030 Tel: +1-619-661-2020 Tel: +1.650-364.5001
Fax: +1-619-661-3650 Fax: +1-619-661-3648 Fax: -1-619 661-3648 Fax: +1-650-366-3662
nationalsales@power-sonic.com customer-servic powersonic.com ( support@power-sonlccom internationalsales@power-sonlccorn
CORPORATE OFFICE • 7550 Panasonic Way - San Diego, CA 92154 • USA • Tel: +1-619-661.2020 • Fax: +1-619-661-3650 W11 W,
0 2011 Power -Sonic Corporation. All rights reserved-AII b.d¢marks are pie pruJ a ly of Heir apec
Description: 16 AWG 2/C SOL FPL-CL2
Compliance: UL Standards 13 & 1424; NEC Articles 725 & 760
onstruction:
onductor 16 AWG Solid Bare Copper
o. of Conductors 2
Insulation
ype Polypropylene
olor Black, Red
hickness 0.006" nom.
iameter 0.062" nom.
ay Length 4.2" norn
Jacket
ype PVC
olor Red
hickness 0.015" nom.
iameter 0. 158" nom.
egend (Ink Print) HONEYWELL P/N 4111 2C16 E175105 (UL) FPL OR CL2 SUN RES 75C (RoHS)
W/O# XXXXXX-XXXXXX XXXXX FT DEVICE/ZONE A B C D E F 1 2 3 4 5 6 7 8 9
roperves:
emperature Rating
Iperating Voltage
ar)acitance
C Resistance
lame Rating
RFN A 09/0 1 /10 0A
20 to 75 oC
300 Volts max.
20 pf/ft nom.
81 Ohms nom.
4.15 Ohms/M'at 20oC
UL 1685 Vertical Tray
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
r
Application No:
Documented Construction Value:
Job Address: Historic District: Yes D No 13-
Parcel ID: Residential[] Commercial g
TypeofWork: New Addition'El Alteration[] RepairEl Detno[] Change ofUse El MoveEl Description of Work:
eglA `ocl J411 41111-11.;,
1'7 4- Plan Review
Contact
Person: Phone: 2;1
A Le oFax: Property Owner Information
Name lAe-v-
j3 QC 5 Phone: Street: L9_3:
Yt` _e Resident of property? City, State Zip:
Contractor Information Name
Phone: D+
2 3zs Street: , u I
Fax: City, State Zip:
State License No.: Architect/Engineer Information
Name: Phone: Street:
Fax: City,
St, Zip:
E-mail: Bonding Company: Mortgage
Lender: Address: Add ress:
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 1 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. ', 105.3 Shall
be inscribed with the (late of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30,
2015 Penna Application
E: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may beinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water
ement districts, state agencies, or federal agencies.
of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713,
ie City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal,
e actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
lordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
adit will be applied to your permit fees when the permit is issued,
VNEIR'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
done in compliance with all applicable laws regulating construction and zoning.
Date
12AA,, i eL- Fo<
Uwrler/Agent'S Name
PWF7FJrfflrP'
romigno OT&MI.TMEM
MICHELLE F MCMANUS
My COMMISSION # GG091818
EXPIRES April 09, 2021
ent is ersona :n WMe or IIy- 1c,o--ff -M ID
Type of Signature
of Contractor/Agent Do e T-- D
z Print
Contractor/Agent's Name NO(
aly Public - State of f Icuida Commission #
GG 038485 MY
COMM Expires 0ec 27 2020 Bonded
through Natim i Nox v ksn Contractor/
Agent is ',' Personall Known to e or Produced
ID LZ --- Type of ID BELOW
IS FOR OFFICE USE ONLY its
Required: BuildingF] Electricalr-1 Mechanical [] Plumbing[] Gas R Roof R Type:
Occupancy Use: Total
Sq Ft of Bldg: Min. Occupancy Load: Flood
Zone: of
Stories: Construction:
Electric - # of Amps Plumbing - # of Fixtures Sprinkler
Permit: YesEl NoEl # of Heads -- Fire Alarm Permit: Yes [] NoFJ VALS COMMENTS: As
shown
on
plan, based on 203' linear feet of building length ok to install 18.6 square feet of "Boss Laser" —11 signage. Any additional
attached signage on canopy, wall or window shall require approval by City of Sanford Planning Department. Revised:
JIune 30,
2015 ZONING: Z3- UTILITIES:
ENGINEERING: FIRE: WASTE
WATER BUILDING:
Permit Application
FA!5TSIGNS, 1265 Upsala Rd
Mom than fast. Mom than signs,' Stel 133
Sanford, FL 32771
407) 324-8338
More than fast. More than signs, t
fastsigns.com/498
I Date: 3/7/2018
Bill To: BossLaser
251 Gordon Street
Sanford, FL 32771
us
Ordered By: Daniel Fox
Email: bosslasers@gmail.com
Work Phone: (888) 652-1555 x Office Phone
INVOICE
Payment Terms: Cash Customer
Pickup At: FASTSIGNS
1265 Upsala Rd
Stel 133
Sanford, FL 32771
us
Salesperson: Courtney Weippert
Email: 498@fastsign.com
NO. Q -
1/2" Black And Red Acrylic Letters 2 573.7500 $1,147.50 1,147.50
1.1 Dimensional Letters - Product Di cwjnt Applwd (I 5.0o",,,,) 20-2 50
Part Qty: 9
2 1/2" Black And Red Acrylic Letters 2 S20L8250 $41.65 41.65
2.1 Dimensional Letters -
Part Qty: 2
Permitting, Engineering, & Fees 1 300.0000 $0.00 300.00
3.1 Permit -
Retail Price: $300
Installation 1 1,501.5000 $0.00 1,501 .50
4,11 Installation -
Text:
Install Exterior Dimensional Letters,
Stud Mounted
Subtotal: 2,990.65
Taxable Amount: 1,189,15
Taxes: 83.24
Grand Total: 3,073.89
Amount Paid: 0.00
BALANCE DUE: 3,073.89
Ilk
FASTSIGNS, 1265Upsaland
Mcwe than fast, Mom than signs' Stel 133
Sanford, FL 32771
407) 324-8338
More than fast. More than signs. QD
fastsigns,com/498
I Date: 3n12018
Bill To: BossLaser
251 Gordon Street
Sanford, FL 32771
US
red By: Daniel Fox
Email: bosslasers@gmaii.com
Phone: (888) 652-1555 x Office Phone
INVOICE
Payment Terms: Cash Customer
Pickup At: FASTSIGNS
1265 Upsala Rd
Stel 133
Sanford, FL 32771
US
Salesperson: Courtney Weippert
Email: 498@fastsign.com
NO., Product,,S!,Ary 2 UNIT 'Al TM E' AM, T
1/2" Black And Red Acrylic Letters 2 573.7500 $1,147.50 1,147.50
11,11 Dimensional Letters - Product llscmjn' Appfllted 202.50
Part Qty: 9
2 111/2" Black And Red Acrylic Letters 2 20.8250 $41 .65 41.65
2,11 Dimensional Letters -
Part Qty: 2
Permitting, Engineering, & Fees 1 300.0000 $0.00 300.00
3.1 Permit -
Retail Price: $300
4 - Installation 1 1,501.5000 $0.00 1,501.50
4.1 Installation -
Text:
Install Exterior Dimensional Letters,
Stud Mounted
Subtotal: 2,990.65
Taxable Amount: 1,189.15
Taxes: 83.24
Grand Total: 3,073,89
Amount Paid: 0.00
BALANCE DUE- 3,073.891
Parcel ID#
Whom kMay Concern: hsletter
will serve asauthority for FAST@UGNS Sanford/Lake Mary, Inc. and cvits subcontractors, k/doany and all n work on the above
listed property as outlined in the contract. owner / agent of the above -
mentioned property, I have no objection to the installation of these signs if rndtedbvthe proper authorities. ry truly
yours, Owner / Agent) County
of: State of:
to(or
affirmed) before
mean of
dayof 2 as (type ofauthority.e.g. oMioe,
bua(ea, yinfact) fo(name ofparty onbehalf nfwhom
instrument was ed. personally known tome{JR_A-produced —as identification, Stamp
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T / NOt'S T31 E i02.23' NOt'1T31 r6~ "
BOSS LASER
TRESTLE P POINT
4
10_W MANAGE Y \
G 4 B9'µ'q-
L = 39.16'
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LOT 15
ArAHT 3-- 66 /
yo, As shown on plan, based on 203' linear feet of
building length ok to install 18.6 square feet of "Boss
Laser" wall signage. Any additional attached signage
on canopy, wall or window shall require approval by
City of Sanford Planning Department.
3' 9DFMN.N
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STRIP /
LOT 14
9HGLf STORYL
9,20 St, 70 1 0 / /
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5 SETBACK IN UEU OF 25' 15' SETBACK IN LIES!' OF 25'
N00'S920'E f3V03' ' N00-S9'POr__ __-_.-3.6_^-_ _---- N00.59_20T—.__ 117.- 20
Y__.___________—____—____._______________—__________________________-______._________
r____ ____.___________________________________________________________________.__________.__ '
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MASTER RETENTION POND
R"+A:...r aa.:.6f'F'ua
SITE PLAN
TRESTLE POINT WAREHOUSE
623 TRESTLE POINT
LOTS 13 & 14, RAND YARD
SANFORD, FLORIDA 32771
DATE 3117117
iI JHR CONSULTANTS INC.
M2 FOREST AVE
ALTAMON7E 5PfU1113S. FL 32701
TELEPHONE:(4D7) 262-9170
FAX. (407)262,9170
E.MALL'. IaIIb..wn Y—
1
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FASTSIGNS®
SANFORD/CAKE MARY
1265 Upsala Road, Suite1133, Sanford, FL 32771
Tel:(407) 324-8338 - Fax:(407) 324-8339
498@fastsigns.com - www.fastsigns.com/498
IMF I,)-32
As shown on plan, based on 203' linear feet ofbuildinglengthoktoinstall18.6 square feet of " Laser" wall signage. Any additional attached sigroncanopy, wall or window shall require approv<
City of Sanford Planning Department.
o
W 0
4
DO NOT DUPLICATE
THIS IS THE PROPERTY OF FASTSIGNS. THE BORROWER
AGREES IT SHALL NOT BE REPRODUCED, COPIED,
DISPOSED OF, DIRECTLY OR INDIRECTLY, NOR USED
FOR ANY PURPOSE WITHOUT THE PERMISSION OF FASTSIGNS.
Proof #1
18.5"Tall Letters - 1" Acrylic
Overall Size 18.5"Tall x 145"Wide
X
Approved Customer:
Approved w/ Changes Order#.• Estimate #:
Finished Size: Edge:
ElMake Changes and Resubmit Filename:
Date:
Vinyl: I Combo:
A y
FASTSIGNS®
SANFORD/CAKE MARY
1265 Upsala Road, Suite 1133, Sanford, FL 32771
Tel:(407) 324-8338 - Fax:(407) 324-8339
498@fastsigns.com - www.fastsigns.com/498
13P i 6 -1 3zs6
2::2;,-1c6
FNG. DEPT.
As shown on plan, based on 203' linear feet of "
building length ok to install 18.6 square feet of "Boss e• , 3
Laser wall signage. Any additional attached signage ,.,.
on canopy, wall or window shall require approval by
City of Sanford Planning Department. Fit JLfw ..•
tea. .. ?',...:...• - -
Proof #2
18.5"Tall Letters - 1"Acrylic
Overall Size 18.5"Tall x 145"Wide
x
Approved Customer:
DO NOT DUPLICATE
Approved Changes Order #: Estimate #:
THIS IS THE PROPERTY OF FASTSIGNS. THE BORROWER w/
AGREES IT SHALL NOT BE REPRODUCED, COPIED, Finished Size: Edge
DISPOSED OF, DIRECTLY OR INDIRECTLY, NOR USED El Make Changes and ResubmitFORANYPURPOSEWITHOUTTHEPERMISSIONOFFASTSIGNS. g Filename:
Date:
Combo:
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71
BOSS LASER = W E
2 /
1
0 0 16
LOT 15
2 1OJ ` M•/ //
C TRESTLE POINT
1051E a 5OE Ali I \• ,
IT — — N01 737 i — °2. 3 - - , t;73, sss —' . %o. \
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As shown on plan, based on 203' linear feet of
building length ok to install 18.6 square feet of "Boss
A 8944'47
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Laser" wall signage. Any additional attached signage
D °I I ( I
on canopy, wall or window shall require approval by
City of Sanford Planning Department.
4!,F SCAGf s11i1F /' /
Oto ; LOT 12 P
MT /
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0
LOT 13 i LOT 14
v W STMI &LD. 9Nf:li s pir tl171.
i 1 e.900 SF. (TOTAL) _
QOnpyDqM
I 9p20 s.F. lOiu 0 /
SITE PLAN
TRESTLE POINT WAREHOUSE
J
r z
st ,
623 TRESTLE POINT
5 SETBACX IN UEU OF 25' IS' SETBACK IN LIEU Of 25" SANFORD. FLORIDA 32771
N 03920•E 1 8.03• — _ ._____._ _-___ _________f _-_ N0'20 E 117.E Q DATE- 3117117
area corlwuarrrs, INC
MASTER REiENTM POND ,\ / /' ALTFOREST AVETELEPHNEvPRWGS. FL 3270tTELEPHONE.(407) 26II-9176
E-_WA.E.+p. :: ..
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FAX. (Ao7)7E2A710
y.a'» .. / E-MAIL
INSPECTION SEQUENCE
BP# 18-1328
ADDRESS. 623 Trestle Point
BUILDING PERMIT
Min Max Inspection Description
Footer / Setback
Stemwall
Slab / Mono Slab
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough
Firewall Screw Pattern
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 Buildin
Final Screen Structure
Final Pool Screen Enclosure
Pre -Demo
Final Demo
Final Sin le Famil Residence
1000 Final Commercial —
Final Commercial — Addition / Alteration
Final Commercial —Chan e of Use
Final Building (Other)
EI'TRI k1.: PERMIT
Min Max Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Ceiling Rough
Electric Wall Rough
Electric Rough
Pre -Power Final
Temporary Pole
Electric Final
2C"ON I`f:gRti£SS ry}}2"`
k
41i,2 £ ftr < <
Inspection DescriptionMinMax
Rough Plumb
Plumbing Underground
Plumbing 2°d Rough
Plumbing Tubset
Plumbing Sewer
Plumbing Grease Trap Rough
Plumbing Stearn / Chill Water Rough
Plumbing Final
Min Max Inspection Description
Mechanical Rough
Mechanical Fire Damper Framing
Mechanical Ceiling Rough
Mechanical Fire Damper Annular Space
p
Mechanical Insulation Wrap
Mechanical Fire Damper Angle
Light / Water Test Ck Welds
Mechanical Grease Duct Wrap
Mechanical Final
REVISED; June 2014
Permit Number Parcel ID Number (PID)
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713.
Florida Statutes. the following information is provided in this Notice of Commencement.
GESCR J P £RTY (Leggaleptio jqtrig pen nd sti add'%ails e) GENERAL
DESCRIPTION OF IMPROVEMENT Name
and address of Fee Simple Title Holder (if other than owner) : CONTRACTOR { /
j
i .
pme and address. Tf ( 1 U1 Y l Persons
within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by
Section 713.13(1)(b), Florida Statutes. Name
and address: In
addition to himself, Owner Designates of Section
713.13(1)(b), Florida Statutes. To
receive a copy of the Lienor s Notice as Provided in Expiration
Date of Notice of Commencement: The
expiration date 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 IMPROVMENTS 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 WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, STATE
OF -: ("Lt :Gr A COUNTY OF S tsiL I,t/y OWNERS
SIGNATURE OWNERS PRINTED NAME NOTE:
Per Florida Statute 713.13(1) (9), owner must sign...... and no one else may be permitted to sign in his or her stead." The
foregoing instrument was acknowledged before me this day of Pjp Y 20 ) by
n)L . Who is personally known to me Name
of person ma ing statement OR
who has produced identification type of identification produced VERIFICATION
PURSUANT TO SECTION 92.525, FLORIDA STATUTES. - UNDER
PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN ARE
TRUE TO THE BEST 0 9Y KNOWLEDGE AND BELIEF. SIGNATURE
OF NATURAL PERSON SIGNING ABOVE MICHELLE
F MCIMANUS MY
COMMI(# GG01818 EXPIRES
1Apftl 09, 2021
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855,541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Page 2
Application Number 17-00002345 Date 5/09/18
Application pin number . . . 228330
Revision number . . . . . . . 4
Other Fees . . . . . . . . 01-PREPOWER AGREEMENT 100.00
O1-FIRE SPRINKLER TESTING 75.00
O1-FIRE INSPECT -NEW CONST 426.60
01-FIRE IMP-NR 9.01.2017 2325.88
01-PLAN ALTERATIONS 100.00
01-POLICE IMP-NR 9.1.2017 2331.96
O1-SEM CNTY RD IMPACT FEE 5970.00
WD IMPACT:COMMERCIAL 1343.00
SD IMPACT:COMMERCIAL 3025.00
O1-BLDG DCA SURCHARGE 90.34
O1-BLDG DBPR SURCHARGE 131.16
01-FIRE ALARM SYSTEM TEST 75.00
Fee summary Charged Paid Credited Due
Permit Fee Total 5458.00 5458.00 .00 00
Other Fee Total 18465.94 18415.94 .00 50.00
Grand Total 23923.94 23873.94 .00 50.00
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
9pplication Number . . . . . 17-00002345 Date 5/09/18
Application pin number . . . 228330
Revision number . . . . . . 4
Property Address . . . . . 623 TRESTLE PT
Parcel Number . . . . . . 21.19,30.5SW-0000-0130
Application type description NEW INDUSTRIAL
Subdivision Name
Property Zoning . . . . PUD
Application valuation . . . . 773119
Application desc
noc on file
Owner Contractor
D L FOX PROPERTIES LP WOOD KNOT CONSTRUCTION CO LLC
1740 SE 18TH ST #901 1191 STANLEY ST
OCALA FL 34471 LONGWOOD FL 32750
352) 620-2004 (407) 831-6933
Structure Information 000 000 ----------------------
Construction Type . . . . . METAL BUILDING
Occupancy Type . . . . . . STORAGE USE GROUP
Other struct info FIRE ALARM NA
PLUMBING FIXTURES 5.00
NUMBER OF STORIES 1.00
FIRE SPRINKLER SYSTEM NA
SQUARE FOOTAGE 8532.00
Permit . . . . . . BUILDING PERMIT - NEW/ALTER
Additional desc . .
Phone Access Code 1008895
Permit pin number 1008895
Permit Fee . . . 5458.00
Issue Date . . . . 10/30/17 Valuation . . . . 773119
Expiration Date . . 9/26/18
Qty Unit Charge Per Extension
BASE FEE 40.00
774.00 7,0000 THOU BLDG PERMIT -CC APPRVD 9.27.10 5418.00
Special Notes and Comments
All projects within the City shall use
WastePro for debris removal. Please
contact WastePro at 407.774.0800.
Normal hours for inspections are from
7:30 through 4:30 Monday through
Thursday. Please be aware you must
contact the Building official to
schedule a Friday or after hours
inspection. This is required since not
every inspector is licensed to do every
type inspection. Communication is the
key, so please contact the Building
Official if you have any questions at
407.688.5058 or at
dave.aldrich@sanfordfl.gov
Water impact fee $1343.00
Sewer impact fee $3025.00
Other Fees . . . . . . 01-APPLCTN FEE -ELECTRIC 50.00
01-APPLCTN FEE -BUILDING 50,00
01-APPLCTN FEE -MECHANIC 25.00
01-APPLCTN FEE -PLUMBING 25.00
01-BLDG PLAN REVIEW 2322.00
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407,688.5080
Page 2
Application Number . . . 17-00002345 Date 5/09/18
Application pin number . . . 228330
Revision number . . , . . 4
Other Fees . , . . . . . 01-PREPOWER AGREEMENT 100.00
01-FIRE SPRINKLER TESTING 75.00
01-FIRE INSPECT -NEW CONST 426,60
01-FIRE IMP-NR 9.01.2017 2325.88
01-PLAN ALTERATIONS 100.00
01-POLICE IMP-NR 9.1,2017 2331.96
01-SEM CNTY RD IMPACT FEE 5970.00
WD IMPACT:COMMERCIAL 1343.00
SD IMPACT:COMMERCIAL 3025.00
01-BLDG DCA SURCHARGE 90,34
01-BLDG DBPR SURCHARGE 131.16
01-FIRE ALARM SYSTEM TEST 75.00
Fee summary Charged Paid Credited Due
Permit Fee Total 5458.00 5458.00 .00 00
Other Fee Total 18465.94 18415.94 .00 50.00
Grand Total 23923.94 23873.94 .00 50.00
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
A/
Revision
rResponsetoComments, Permit #
Project
Address: Contact:
City
of Sanford Building &
Fire Prevention Division Ph:
407.688.5150 Fax: 407.688.5152 Email:
building@sanfordfl.gov Submittal
Date Ph:
4077 8 a('c; - Fax: Email:
71- Trades
encompassed in revision: El
Building Plumbing
Electrical
Mechanical
D
Life Safety El
Waste Water Department
Utilities
13
Waste Water El
Planning El
Engineering El
Fire Prevention General
description of revision: 2,
0 ROUTING
INFORMATION 1314U
ildin&400W e-A 4 SE1- Approvals
Revision 0
Response to Comments 0 Build%incgii OePrevii
Ph: 407.688.5150 Fax: N4
1Email: building@san***
1 --7 X, 0?, -34--/ <_,- I F _ f -- 2 Permit 4 Submittal Date
Project Address: 62a R %/-
Can
Ph P J
Email:
7
Trades encompassed in revision: General description of revision:
Building
Plumbing
CKElectrical
Mechanical
El Life Safety
0 Waste Water
ROUTING INFORMATION
Department Approvals
Utilities
Waste Water
Planning
Engineering
El Fire Prevention
0 Building
11 ill l I I I I I Ill I
L
COMMERCIAL PROPERTIES
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole
County, Winter Springs
Date:
Project Name:623 -77,-,/4 Project Address:
Building Permit #: 17, -2 3 Electrical Permit # Z.
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
I . The facility will not be occupied until a certificate of occupancy has been issued.
2. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service
without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the
jurisdiction will not be responsible for any damages or costs which may result from the exercise of such
right. Also, in the event any third party claims damages from the exercise of such fight, we agree to jointly
and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including
attorney's fees.
3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated for
pre -power shall be complete and in safe order. All electrical services associated with the area will be 100%
complete unless specifically approved by the electrical inspector.
4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors,
the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical
contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent
energizing circuits other than those that are safe,
5. If provided, the fire sprinkler system must be operational, per the local AHJ requirements, with water on
the system prior to pre -power.
6. This pre -power approval is valid for a maximum of 180 days from date of approval.
7. Check with the local jurisdiction for fees associated with pre -power.
Print Name of O\vner/Tenant
zj-
Signature' of Owner/Tenant
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
CALLED INTO:
Rev. 02, 1 O. 15)
r- I 640 A, /S.
Print Name of Get). Contractor
SignatuiYof (Ten. -Contractor
Gen. Contractor License #
Print Na 9ft of El. Contractor
Signature of El. Co tractor
5-
El. Contractor License #
o Progress Energy c Florida Power and Light on _/_/