HomeMy WebLinkAbout1649 WP BALL BLVD 18-4005i401MS, SEP 2 4 z0ia PERMIT APPLICATION
BUILDING DIVISION
Application No:
Documented Construction Value: $ I l 0; iIcen
_RJ
Job Address. -P U_l Historic District: Ye
s ❑ NoIA
ParcelID:JZ- I"—JV` m- =IMO
Residential ❑ Commercial 19
Type of Work: New ❑ ddition ❑ Alteration F1Repair ❑ Demo [I Change of Use ❑V ,Move ❑
Description of Work: odap_Q 1 2- Ohl i V �
Plan Review Contact Person: Title:
Phone: 4o1 -70
Fax: Email:—
Property Owner Information
Name
Street:
City, S1
Phone: zz_f.ZIR 1
Resident of property?
Contractor Information
Name S ec e -e Phone: y O' I1 • U[ 0 C - 9 /n� 1 X5"1 u v
Street: S-1 0_enr w, C 1111 Pbx l� ` V � Fax: 'T n - t c L ' nq D �c -1_ -i�
City, State Zip: 1 l)idt EL 3211 1 State License No.: Q I 1 C O f I$ "T
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company:
Address:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 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
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 separatepermit 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: 6" Edition (2017) Florida Building Code
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that maybe 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.
X218'
Signatur of Contractor/Agent Date
Pri tContractor/Agents Name
Signature Notary -State of Florida Date l 112,1$
Owner/Agent is _ Personally Known to Me or Contractor/Agent is Personally Known to Me or
Proc d I�tCCnjt Produced ID T
PV •y
��,=
JENNIFER ARMONDI
Notary Public - State of Florida
y�•` Commission # FF 989446 BELOW IS FOR OFFICE USE ONLY
'•;};•o any' My Comm. Expires May 4, 2020
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑
Construction
Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
,.ro,
JENNIFER ARMONDI
W,Te
Notary Public - State of Florida
Commission # FF 989446
My Comm F,wnes May 4, 2020
Flood Zone:
# of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads
APPROVALS: ZONING:
COMMENTS:
UTILITIES:
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
ENGINEERING: FIRE: BUILDING: 4—oZ 9 -
JLL
SErit 851 Central Park Drive
Sanford. FL 32771
Tech Ph. 407.682.9881
Fax 407.682.9882
krvices www.STSI-FLA.com
CMCO57187
inc
Date: 3.'26.2018
Proposal to Replace RTU's 1 and 2
STSI is submitting a proposal to perform the following scone of work:
• Turn off RTU -1 & RTU -2.
• Disconnect all electrical, controls and duct work from RTUs.
• Provide a crane to remove units off the roof and dispose of to E.P.A. standards.
• Provide and install up to 2 curb adapters. SCANNED
• Provide and install one new 4 ton RTU. V
• Provide and install one new 5 ton RTU.
• Provide and install two outside air dampers.
• Provide and install two electric heaters.
• Provide and install two new thermostats.
• Reconnect electrical, controls, and seal all duct connections.
• Perform start up and verify proper operation.
• Clean jobsite of all debris.
Scope / Proposal does not include:
• Overtime.
• Fire Alarm or Life Safety Controls.
• Patching or Painting.
• Permitting or Engineered Drawings.
Project / Job Cost Using Goodman Equipment - — �S 12 5 5
Project / Job Cost Using Trane Equipment — —_ g—F 16.450 J
VII lluc. IHClu(lal in PI1i i:ac -ALv,e
This proposal is valid until April 26, 2018
(Bv accentance of this nronnsaV'F)lstnmer aareee to thn nft.A .d Tem. � 7
osal)
Accepted b - V
Purchase order/ credit card #:
y��
Print Name: 'aV I Q'VI
Sales Engineer: Ricky Baran
Position / Title ; O WYItY
Technician: Scan McKinley
Company Name: Sport Clips Sanford
Pro osal # : 137218
Address : 1649 WP Ball Blvd, Sanford FL 32771
STSI Manager:
Phone :;%i1 '%.%i-71011Fax :
(This proposal not valid until signed by STSI manager)
Date: March 26, 2018
Terms: 50% Down & 50% Upon Completion
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
/j Seminole County, Winter Springs
Date: "I ZI I I p p ��
I hereby name and appoint: m� 1! uA�
an agent of:
(Name
to be my lawful attomey-in-fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
❑ The specific permit and application for work located at:
(Street Address)
,/Expiration Date for This
License Holder
State License Number
Signature of License }
Power of Attorney: N1W
STATE OF FLORIDA
COUNTY OF %dnO IC
The foregoing instrument was acknowledged before me this ( day ofb�MLrt/
20A1o" by lZabeI& ICX j who is ❑ personally known
to me or ❑ who has produced
identification and who did (did not) take an oath.
(Notary Seal)
Notary Public - State of O)"A4-
Commission No. O
My Commission Expires:
':JENINIFEFI ARMONDI
blic State of Florioa(Rev. 08.12) +'sion # FF 989446
`cpo`'MExpires May 4. 2020
i. y
A
Grant Maloy Clerk Of The Circuit Court & Comptroller Seminole County FL
Inst #2018169240 Book:9217 Page:948; (1 PAGES) RCD: 9/24/2018 9: 5:29 AM
REC FEE $10.00
THIS INSTRUMENT PREPARED BY:
Name: Jansen Scutt
Address: 851 Central Park Dr. Sanford, FL 32771
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number:
agl! [000)I GgANT"I IGY
5UVN—';iLFti_^ ,
CLERK
SE— :p�D1a
Parcel ID Number. 32-19-30-507-0000-0090
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)
GENERAL DESCRIPTION OF IMPROVEMENT:
Replace RTU 1 & RTU 2 -Like for Like
OWNER INFORMATION:
Name: Register Enterprises dba Sport Clips
Address: PO BOX 924133 Houston, TX 77292-4133
Fee Simple Title Holder (if other than owner) Name: WRI Seminole Marketplace, LLC
CONTRACTOR:
Name: System Tech Services
Address: 851 Central Park Dr. Sanford, FL 32771
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
71
To receive a copy of the Lienors 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)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Un r penalties of perjury, I declare that I have read the foregoing and that the facts stated In It are true
to be f MJ
1crtfledgd and belief.
wn a 519 ure Owners Printed Nam"
Florida Statute 713 13(1)(g): - The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead."
State of - 1-) r)Yi Gz County of
The foregoing. Instrument acknowledged before me this 12 day of . T ,P� Vr
,-Y'I01nr .2012-
by 0aVYI�i��.amr-GI l C }rn Who Is personally known to me ElNe o/ person hWng state enI
OR who has produced Identification type of Identification produced: Orivets 1 l icer -,1-e
d•o„
.JENNIFER aRMONeI
Notary Pr31110a 0 FF o1 Florida
•*F,i: Commission • FF 909748
�6*1 M Comm. E Ira v Notary Signature
•.,p;,•,tS••" Y ap s May7, 2020
l�nums
of Florida
Incorporated
POST OFFICE BOX 1890, PIN ELLIS PARK, FLORIDA 33780-1890
PHONE 800- 237-2275 I FAX 800-238-1819
ONLINE CATALOG AVAILABLE@ W W W.PLEN UMS.COM
E-MAIL: admin0plenums.com 7—
WIND LOAD CERTIFICATION
CODE FBC 2017 /ASCE 7
OFFICE"
DATE: September 19, 2018 PO:
JOB ADDRESS: JOB REFERENCE:
1649 WP Ball Blvd Sport Clips Sanford
Sanford, FL 32771
UNITMODEL#: TSC060G, CURBMODEL#: TC42ACDKC60
ROOF HEIGHT: 18FT UNIT TAG:
Velocity Pressure Determination
Risk Category: II Wind Speed: 135mph 1 second peak gust
Exposure: C Wind Directionality Facto(Kd): 0.9
Topographic Factor (Kzt): 1 Velocity Pressure E) . .. Coeff (Kz): 0.88
Velocity Pressure (Eq 29.3-1 ASCE 7-10) Allowable Stress Design IASD = 0.6
This Item has been
electronically signed and
sealed by STEPHEN W ELTY
using a Digital Signature.
Printed copies of this
document are not
considered signed and
sealed and the signature
mug be verified on any
electronic copies.
Page 1 of 9
q, = 0.00256 x KZ x Kd x Kt x Vwlnd2 x ASD = I22.181b/ftA2
Stephen Welty
C=US, st=Florida,
1=Pinellas Park,
o=Plenums of Florida,
ou=Plenums of Florida,
cn=Stephen Welty,
email=stephen.welty@
plenums.com
2018.09.19 11:31:03
-04'00'
Designed By: Stephen Welty
Florida PE #: 76091
LIC No: 31640
4179Xrida
Incorporated
POST OFFICE BOX 1890, PINELLAS PARK, FLORIDA 33780-1890
PHONE 800-237-2275 FAX 800-238-1819
ONLINE CATALOG AVAILABLE@ WWW.PLENUMS.COM
E-MAIL: admiriftlenums.com
Unit Characteristics and Force Calculations
L. (in): 69.9in Length
M,,: 518LBS Mass
Ar a: 21.48sq it Top Area
Fl = qz * GCrh * Af u Long Side
Fl = 8361bs
Fs = qZ * GCrh * As_u Short Side
F,s = 529lbs
F„ = qz * GC, * Ar_u Vertical
F,= 715lbs
W. (in):44.25in Width
Ar a: 19.84sq ft Long Side Area
GCeh: 1.9
L,g:31in W,g:19in
H„ (in): 40.88in Height
k,: 12.56sq ft Short Side Area
GC,,,: 1.5
Moment About Downstream Point from lateral wind force
H.
a
EMi= zz
*Fl+*F,7—Wig*Mu EMS= Hu L,
�M=27002in-Ib JIM, =26167in-Ib
Minimum 16 ga curb and minimum 16 ga rail
Safety Factor SF = 2
T3/8,,,, = 700 Ib Shear+ Bending Load
Short Side and Long Side Reaction Forces and corresponding fastener count (Up to 0.5" Gap)
EM,
Freac-long =-Wu- * SF = 12201b
FraacJang
Nreac-long= rglz«rew = 2 screws
Page 2 of 9
EM,
Freac-short = La * SF = 7491bs
Freacihort
Nreac short = rp,v rew — 2 screws
mon
417j Fulorida
Incorporated
POST OFFICE BOX 1890, PINELLAS PARK, FLORIDA 33780-1890
PHONE 800- 237-2275 FAX 800-238-1819
ONLINE CATALOG AVAILABLE@ WWW.PLENUMS.COM
E-MAIL: adminCdolenums.com
Adapter Characteristics and Force Calculations
Hry,s (in): 14 Height
M,c: 184lbs Mass Curb
L,,_,, (in): 21in CG to End W„_cg (in): 19in CG to Side
Af Ac: 26.64sq ft Long Side Area As Ac: 16.86sq ft Short Side Area
ArAc: 21.48sq ft Top Area GCrh: 1.9
FiAc=qz*GCrh*ApAc Long Side
FIAC = 1123lbs
FsAc = qz * GCrh * AsAc Short Side
Fs = 711lbs
F,rAC = qz * GCry * ArAc Vertical
F„Ac = 715lbs
GCS,: 1.5
F
Calculation of Moments from Overturning and Uplift (Adapter Curb and Unit)
Moment About Downstream Point from lateral wind force
EMIAC = 2a * FIAC + yu * FVAC — Wcg * MTot EMsAc = g * FsAc + 2 * F, — Lcg * MTot
JMi_Ac=38632in-Ib IM,_Ac=35654in-Ib
Minimum 16 ga curb and minimum 16 ga rail
Safety Factor SF = 2
T3/8 screw= 700 lb Shear + Bending Load
Short Side and Long Side Reaction Forces and corresponding fastener count (Up to 0.5” Gap)
EMIAC
Freac long AC SF = 1746lbs
U
Frear-ImoAt
Nreac_longAC = T = 3 screws
pl2smery
Page 3 of 9
EMsAC
Freac shortAC = L* SF = 1020lbs
u
Nreac
Freac-shorrAC
short AC = Ta12s . = 2 screws
i
r1enums
of Florida
Summary of Restraint O
POSTPFFICE BOX 1890, PINELLAS PARK, FLORIDA 33780-1890
PHONE 800- 237-2275 FAX 800-238-1819
ONLINE CATALOG AVAILABLE@ WWW.PLENUMS.COM
E -MAL: admin@plenums.com
1. This case requires 2 screws (Grade 5 3/8" E
the unit to the adaptercurb and 2 screws
each short side of the unit to the adapter c
inches from the edge of the adapter curb.
curb flange and curb perimeter. This analy
between the curb and metal on the Unit Bi
Curb
NH Self Drilling) evenly spaced on each long side of
grade 5 3/8" HWH Self Drilling) evenly spaced on
orb with the end screws being no further than 3
Screws must be long enough to penetrate base rail,
is assumes that a maximum gap of 0.5 inches exists
;e rail where the screws are placed. If the gap is
larger than this, use wind restraints or contact Plenums.
2. Plenums provides wind restraints (TCSR43)jfor this application which require 4 #12-14 screws
per clip and are constructed of 14 gauge galvanized steel. This case requires 2 on each long side
and 2 on each short side.
In the case the restraint option iis used, the centerline of (2) long side and (2) short side restraints must
be placed at a maximum distance of 7 inches from each corner of the adapter curb. The remainder
shall be evenly spaced between them.
ha Curb
i
This case requires 3 screws (Grade 5 3/8" HWH Self Drilling) evenly spaced on each long side of the
adapter curb to the existing curb and 2 screws (Graf e 5 3/8" HWH Self Drilling) evenly spaced on each
short side of the adapter curb to existing curb. S news must be long enough to penetrate curb flange,
wood nailer and curb perimeter. The end screws ust be no further than 3 inches from the edge of the
existing curb. This analysis assumes that a maximurn gap of 0.5 inches exists between the adapter curb
and the existing curb where the screws are placed.,If the gap is larger than this, the above
specification does not apply. Please contact Plenu rns.
NOTE: All fasteners shall be Grade 5 3/8" HWH Sel Drilling Screws with corrosion resistant coating and
minimum length of 1.5" unless otherwise specified. Recommended Climaseal or E -Zinc coating meeting
corrosion resistance requirements of ASTM F1941�On all fasteners.
Designed By: Stephen Welty
Florida PE M 76091
CA LIC No: 31640
Page 4 of 9
417nums
of Florida
hrearporared
POST OFFICE BOX 1890,
PINiELLAS PARK, FLORIDA 33780-1880
PHONE 800- 237.2275
FAX 727.828.1819 -800.238.1819
ONLINE CATALOG AVAILABLE@ WWW.PLENUMS.COM
OR E-MAIL: adminftlenums com
PLENUMS WIND CERTIFICATION WORKSHEET
PROJECTNAME.,
S a Gly S
CONTACT NAMEt
[z %c� .6040—
CONTACT
EMAIL:
T
ri C4.
JOB ADDRESS:
I(,qi VJQ &4 N ,San rt 3Z?Z r
(IV) Essential Facility (hospitals, emergency power generation and water treatment
facilities, emergency services, designated shelters, hazardous material storage
or use)
(Iii) Presents substantial Hazard to Human Life in case of failure (schools with -
RiSK CATEGORY:
capacity;,, 249, structure where X299 people congregate, healthcare facilities
with X49 residents– non emergency, non -emergency utilities).
(I) Non Essential Facility with low risk to human life or sodety functions
(agricultural, mEnorstorage, etc.)
tt All buildings -not Included in categories I, 111 or IV.
(B) Urban, suburban and wooded areas
(C) Open terrain with scattered obstructions having heights generally less than 30 ft.
EXPOSURE
includes flat open country and grasslands.
CATEGORY:
(D) Flat. unobstructed areas and water surfaces. includes smooth mud flats, salt
flats and unbroken ice.
BUILDING HEIGHT AT
� FT MAX BUILDING
20 FT
MOUNT LOCATION:
HEIGHTt
�; Sc•OM1�oi�3� RTU
.. ., t.
Ls1C FT' W=!L F%H=�)„ET
RTU MAKE &MODEL:
rAN• DIMENSIONS:
RTU WEIGIiT:
IN CURB MODEL#:
T<: S P Ij
APPLICABLE CODE-.
OFBC 2014.00ther.
ADDinIONAL
COMMENTS:
Plenums offers Wind Certification for the following aspects of an HVAC installation project:
• Unit to Curb/Adapter attachment including the specification of the type, quantity and location of
fasteners and restraining clips if necessary.
• Adapter Curb to Existing Curb attachment Including the specification of the type, quantity and location of
fasteners and restraining cups if necessary.
• Curb Structural analysis Including the assembly details of knockdown curbs and strength evaluations of
welded curbs.
Plenums takes no responsibility for the attachment of the curb to the roof or any aspects of the Unit Itself.
FL ONLY, ONE CALC PER MODEL # PER ROOF
CoM
9/182018 ATC Hazards by Location
® This is a beta release of the new ATC Hazar by Location website. Please contact us with feedback.
OTC Hazards by Location
Search Information
Address: 1649 WP Ball Blvd, Sanford, FL 32771, USA
Coordinates: 28.7999886, -81.33427970000002
T'imestamp: 2018.09-18T16:42:59.9532
Hazard Type: Wind
Map—ResuM
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ASCE 7-16
MRI 10 Year --------- - 80 mph
- ---- .._._.._....----•-- f. .
MRI25-Year-------------------•---------•---•--------------------------------------I 92 mph
MR] 60 Year ----- -_.. ------ ---•-------• -------------- ---•-•--•---• ... ............. -- --. _.. 103 mph
MRI 100 Year -- -- _--..._....... ..__...._...................................................
112 mph
Risk Category l - ---- -....................... .......... .... --- ..---..._. --_• .. 126 mph
Usk Category ll ---------- ............ .................................... .........
............... ---•------- .............. ._........... A 134 mpl
'ou are in a wind-borne debris region if you are also within 1 mile of the co stal mean high water line.
....... �..... .................. ___._.-___•..............................•----•--..-_...__.....-._._..--•----•..__....._..-. ........... a� i-ry u}nr
If the structure under consideration is a healthcare facility, you are in a win bome debris region. If other occupancy, use the Risk Category II basic wind
speed contours to determine if you are in a vrind-bonne debris region.
RlskCategorylV _.......... .... ..... .......................................... A 149 mph
You are in a vrind-bome debris region.
ASCE 74 0
MRI10Year ............... .............. ...... ...... ........................... !. •--._._......_ ....... _ ........... -----••---- .......... ...... ... 79 mph
MR[ 25 Year .-- .... ................. ;•------- -- ---•----.....__._... .......... ......... ••-•--•------ -----
.......-------
....----
-------
- ...
93 mph
MRI 50 Year _ 103 mph
MRI 100 Year .._.... _... __.........................
.. ... - _ -- - --.._• •--.. 112 mph
https://hazards.atcouncil.orgt#1wind?address=1649%20WP%20Bali%20BIvd9 C%20Sanford%2C%20FL%2032771 %2C%20USA&Iat=28.7999886&1... 12
T
20"
I 19'
61 4" I.D.
PLAN VIEW
770.1).
FRONT VIEW
REVISION
[E:CFIPIICN EWE
WEIGHT: 184 LBS
CURB
NOTES:
1. 16 GA. GALV. STEEL CONSTRUCTION
2. INTERNALLY INSULATED WITH 1"-1.5 LB
404" O.D. DENSITY INSULATION
3. CONTINUOUS WELDED SEAMS AND
CORNERS
4. 114!* X 1 1/4 GASKETING
5. SHIPPED FULLY ASSEMBLED
ISOMETRIC VIEW
6. UNIT TO ADAPTER GASKET INCLUDED
WAWCAHERMESPECQIEDALL
GPSE161CYt SW�IYN AFY N
Ncm u1N1Etnu
A uL►it m REfEPE11C ady
toltus0118yY1:E
Mcoao laIpAtcls CH
p N1:1E
talism ! IOII� q il•
IHfa a+ttf �[]
INSTALLATION INSTRUCTIONS:
—�a
14"
• REMOVE OLD A/C UNIT.
APPLY 1/4!* X 1 1/4" GASKETING ON EXISTING
CURB.
°IPV:
• INSTALL & SECURE ADAPTER CURB ON
'AAIEPNt
EXISTING CURB AS REQUIRED BY LOCAL
3
41' O.D.
BUILDING CODES.
APPLY 1/4" X 1 1/4" GASKETING ON
ADAPTER CURB.
• INSTALL & SECURE NEW A/C UNIT ON
SIDE VIEW
ADAPTER CURB AS REQUIRED BY LOCAL
BUILDING CODE.
APPROVED
DATE
WAWCAHERMESPECQIEDALL
GPSE161CYt SW�IYN AFY N
Ncm u1N1Etnu
A uL►it m REfEPE11C ady
toltus0118yY1:E
Mcoao laIpAtcls CH
p N1:1E
talism ! IOII� q il•
IHfa a+ttf �[]
A141OXAu
D:C
acre
°IPV:
me fir -k
'AAIEPNt
NtiCH EI+C.
of F'lorida I
TC42ACDKC60
GA c:qEvnvrioia
ALE IN SHED 1 OF 1
CURB HOLD DOWNS FOR
TRANE ROOFTOP UNITS
B
-
-
i -
A
E
i
C
,
rel
F
UNIT BASE RAIL
- (4) #12
SHEET METAL SCREWS
(4) #12 - (FIELD SUPPLIED)
SHEET METAL SCREWS
(FIELD SUPPLIED)
CURB SIDE
NOTES:
1. SCREW CENTERLINE TO BE MINIMUM
OF 1 114" BELOW TOP
2.14 GAUGE GALVANIZED STEEL
DIMENSIONAL
DATA
TRANE MODEL
PLENUMS INC.
MODEL
A
B
C
D
E
F
QTY.
REQUIRED
TSCNSCO036-120EIF & YHCO92F
TOSR43
TBD
THCNHCO36-ME/F & WSC003"92E
13/47
314"
3 9/16"
1 718'
1314"
6"
YHC120E/F & MCI 20E
TCSR44
TBD
P.O. BOX 1890 INELLAS PARK, FL 33780-1890
41'e ems PHONE: 800- 37-2275 • FAX: 800-238-1819
Incorporated www plenu s.com • admin@ptenums.com
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