HomeMy WebLinkAbout819 E 1 St Ste 6 18-4391; INTERIOR BUILDOUTCITY OF OCT 3 0 2018
k 40RD PERMIT APPLICATION
BUILDING DIVISION / c
L'161- 4?' 14 q (
Application No: U
Q Documented Construction Value: $ TBD
Job Address: 819 E 1st Street Suite 6 Sanford, FL 32771 Historic District: Yes Nom .-
Vol
Parcel ID: 30-19-31-528-0000-0060 Residential Commercial x
Type of Work: New Addition x Alteration Repair Demo Change of Use Move
Description of Work: Interior Buildout
AI`F
Plan Review Contact Person: Stephanie Cushman
Phone: 407-647-7445
o 7_ ?r2 _ l r ? l
Title: Office Manager `—`–'_
Fax: Email: stephanie@philcoconstruction.com
Name ICR Professional Center, LLC.
Street: 819 E 1st Street Suite 6
City, State Zip: Sanford, FL 32771-1467
Property Owner Information
Phone: 407-878-5830
Resident of property?: Yes
Contractor Information
Name Philco Construction & Development, LLC
Street:
114 N Park Ave
Phone: 407-647-7445
Fax: 6
City, State Zip: Sanford, Fl 32771 State License No.: CBC1260967 -
Architect/Engineer Information
J
Name: (harl'r. A Me 6a u ajywl , F? E. Phone: Q' 41
T
Street: 4 012 cw le 2 1Z& l lN-S+ SL.0 }e a a O 1 Fax: q41- `1 XI
City, St, Zip: ctden jpn , E L . :542-1c) E-mail:
Bonding Company: Mortgage Lender:
Address: Address: I
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 1
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, plumb signs, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners,
etc.
s,
it
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 maybe 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 app ' ble laws regulating construction and zoning...
j
y
D
Signature of Owner/Agent Dae ature of Contractor/Agent Date
6AA L2 6'E
Print Owner/Agent's Name
D ' !
Signature of Notary-Sta of Florida Date
0,11 It GREGORY LANZONCa1' 4s'
n
Commission # GG 36807
eirNssion swal Known to Me or
lots' ber 06, 20 "
AfiDL
5121A Q &Qmflj
Print Contractor/Agent's Name
fYtO L
Stephanie S. Cushman
NOTARY PUBLIC
Signature df Nota -State of Florida -STATE OF FLORIDA
D 30 2D I tivocrislo- Comm# GG 158657
Expires11/7/2021
Contractor/Agent is Y_ Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE. USE ONLY
Permits Required: Building El Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:_
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Fire Alarm Permit: Yes []No
WASTE WATER:
BUILDING: -21-
372_4
U'Li' i ISI
CITY OF OCT 3 it al
SkNFORD PERMIT APPLICATION
W BUILDING DIVISION
Application No: L
Documented Construction Value: $ TBD p ( • (
Job Address: 819 E 1st Street Suite 6 Sanford, FL 32771
Parcel ID: 30-19-31-528-0000-0060
Historic District: Yes No1K
Residential Commercial 0
Type of Work: New Addition x Alteration Repair Demo Change of Use Move
Description of Work: Interior Buildout
Plan Review Contact Person: Stephanie Cushman
Phone: 407-647-7445 Fax:
Name ICR Professional Center, LLC.
Street: 819 E 1st Street Suite 6
City, State Zip: Sanford, FL 32771-1467
J
Title: Office Manager
Email: stephanie@philcoconstruction.com
Property Owner Information
Phone: 407-878-5830
Resident ofproperty? : Yes
Contractor Information
Name Philco Construction & Development, LLC
Street.. 114 N Park Ave
City, State Zip: Sanford, F132771
Phone: 407-647-7445
Fax:
State License No.: CBC1260967
Architect/Engineer Information
Name: MCLrl?. A Wo 6n uQjxt R E. Phone
Street: 4 012. Cur +e 2- 4201. LATS+ &A k Fax: a 41
City, St, Zip: N-caclenipn , F- L. 342- 1 O 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 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.
11
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 app ' ble laws regulating construction and zoning.
4
leSignatureofOwner/Agent Dature of Contractor/Agent Date
6.G Q / Z (L, S'
Print Owner/Agent's Name
0/30//A -
Signature
0 30 /
Signature of Notary-StaW of Florida Date
GREGORY LANZON
g, *: Commission # GG 36807
e fission PvFscma1 Known to Me or
ber 06, 20
r-
521AYJ gflQmonl
Print Contractor/Agent's Name
1VCE1'FC
Stephanie S. Cushman
NOTARY PUBLIC
Signature of Not State of Florida STATE OF FLORIDA
D 13D 1ZD1 yComm# GG 158657
Expires 11/7/2021
Contractor/Agent is Y— Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES: /& //-/ ' /$ WASTE WATER:
FIRE: BUILDING:
r
CITY OF OCT 3 t1 2018
Sk 40RD PERMIT APPLICATION
BUILDING DIVISION
Application No: I B—
Documented Construction Value: $
TBD 000 . (_XD
Job Address: 819 E 1st Street Suite 6 Sanford, FL 32771 Historic District: Yes NoPq
Parcel ID: 30-19-31-528-0000-0060 Residential Commercial Q
Type of Work: New Addition Q Alteration Repair Demo Change of Use Move
Description of Work: Interior Buildout _^^
X1
Plan Review Contact Person:
Phone: 407-647-7445
Stephanie Cushman
Fax:
Name ICR Professional Center, LLC.
Street: 819 E 1st Street Suite 6
City, State Zip: Sanford, FL 32771-1467
Title: Office Manager
Email: stephanie@philcoconstruction.com
Property Owner Information
Phone: 407-878-5830
Resident of property?:
Yes
Contractor Information
Name Philco Construction & Development, LLC
Street. 114 N Park Ave
Phone: 407-647-7445
Fax:
City, State Zip: Sanford, F132771 State License No.: CBC1260967
Architect/Engineer Information
Name: (hCLVI? 6 Mc,6 a
Street: `i 01 Z. CK if z V2d . LA -Si &A k a a o f
City, St, Zip: R)rcade.nbn , F= L. :542_1 O
Bonding Company:
Address:
Phone: 1141 - `IS& " Oda &
Fax: a 41 - 9 --)1 - 9 313
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand
that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners,
etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61h Edition (2017) Florida Building Code
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public
records of this county, and there may be additional permits required from other governmental entities such as water management districts, state
agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time 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 app ' ble laws regulating construction and zoning.
Signature of Owner/Agent Daeature of Contractor/Agent Date
6A e2i Z c : /,o r- /
Print Owner/Agent's Name
Signature of Notary-StaY of Florida Date
r rpP GREGORY LANZON
Commission # GG 36807
a gjssion S= Known to Me or
9919ber 06, 20 D
521A0J 93QMf)J
Print Contractor/Agent's Name
Steph2nie S. Cushman
aoS
Y
NOTARY PUBLIC
Signature of Not State of Florida e - STATE OF FLORIDA
I D 30 Za I y = Comn* GG i 58657
V=E 19 e Expires 11/7/2021
Contractor/Agent is _ Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER: it 11 1 e
BUILDING:
CITY OF OCT w C;
201811
S T®y) , 1 _ _
PERMIT APPLICATION
BUILDING DIVISION
1 -
Application No:
Documented Construction Value: $ TBD AD 100 0 • OD
Job Address: 819 E 1st Street Suite 6 Sanford, FL 32771 Historic District: Yes NoX
Parcel ID: 30-19-31-528-0000-0060 Residential Commercial 0
Type of Work: New Addition 0 Alteration Repair Demo Change of Use [1, Move
Description of Work: Interior Buildout
Plan Review Contact Person: Stephanie Cushman
Phone: 407-647-7445
Title: Office Manager
Fax: Email: stephanie@philcoconstruction.com
Name ICR Professional Center, LLC.
Street: 819 E 1st Street Suite 6
City, State Zip: Sanford, FL 32771-1467
Property Owner Information
Phone: 407-878-5830
Resident of property?:
Contractor Information
Name Philco Construction & Development, LLC
Street: 114 N Park Ave
City, State Zip: Sanford, F132771
Phone: 407-647-7445
Fax:
Yes
State License No.: CBC1260967
Architect/Engineer Information
Name: mCLYI e A M ra ate, a E. Phone: 6141 - 9 ` " (D--:) a
Street: 4012- C(X 1P Z V2d . U -N- + &' k a a l Fax: a 4I - `l L, 9-316
City, St, Zip: Rccadenipc) , F- l . 542 -to 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 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: 61s Edition (2017) Florida Building Code
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public
records of this county, and there may be additional permits required from other governmental entities such as water management districts, state
agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time 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 app . ble laws regulating construction and zoning.
Signature of Owner/Agent Daeature of Contractor/Agent Date
4 e2 icZ ,af • s- 2LiC f
Print Owner/Agent's Name
O 30 /
Signature of Notary-StaY of Florida Date
GREGORY LANZON
Commission # GG 36807
e Vssion sen-ta Known to Me or
Aa ber 06, M.20
5i2lAk) 90QMnJ
Print Contractor/Agent's Name
Stephanie S. Cushman
11 e
t%,"
VC
f1slo-
NOTARY PUBLIC
Signature of Not State of Florida —STATE OF FLORIDA
J D 3D P _D 1 Comm# GG 158657
E Expires 11/712021
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures.
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
Fire Alarm Permit: Yes No
WASTE WATER:
FIRE: /1/4 BUILDING: _
sr"
a
Standard Form
payment is a Stipb
AGREEMENT made as of
In words, indicate day, I
BETWEEN the Owner:
Name; legal status, a
International Clinical
819 E First Street
Suite 6
Sanford, FL 32771
and the; Contractor:
Name, legal status,
Philco Construction &
114 N. --Park Ave
Sanford, FL
32771
for the -following Project:
Name, location and detai
IC Research
819 EFirst Street
Sanford, FL 32771
Interior Buildout
The Architect:
Name, legal status, addri
Marie A. McCaughan, P
4012 Cortez Road West
Suite. 2201
Bradenton, FL 34210
The Owner and,
greement Between Owner and Contractor where the basis of
Sum
nd day of January in the year 2019
and year.)
and other information)
US, LLC.
and other information)
LLC.
description)
and other information)
agree as follows.
ADDITIONS AND DELETIONS:
The author of this document has
added information needed for its
completion. The author may also
have revised the text of the original
AIA standard form. An Additions and
Deletions Report that notes added
information as well as revisions to the
standard form text is available from
the author and should be reviewed. A
vertical line in the left margin of this
document indicates where the author
has added necessary information
and where the author has added to or
deleted from the original AIA text.
This document has important legal
consequences. Consultation with an
attorney is encouraged with respect
to its completion or modification.
The parties should complete
Al 01 TM -2017, Exhibit A, Insurance
and Bonds, contemporaneously with
this Agreement. AIA Document
A201 TM -2017, General Conditions of
the Contract for Construction, is
adopted In this document by
reference. Do not use with other
general conditions unless this
document is modified.
Intt
AIA Document A101 TM — 2017 Copyright ®1915, 1918, 1925, 1937, 1951. 1968,1961, 1963, 1967, 1974, 1977. 1987, 1991.1997, 2007 and 2017 by TheAmericanInstituteofArchitects. it rights reserved. WARNING: This AIA* Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or fistribution of this AIAO Document, or any portion of it, may result in severe civil and criminal penalties, and will be
t prosecuted to the maximum e tent possible under the law. This document was produced by AIA software at 11:37:50 ET on 0112212019 under Order
N0.2992791080 which expires c 101/18/2020, and is not for resale. (879650885)
user Notes:
41
Not later tha
a
X ] By the follo,
3.3.2 Subject to adjustmer
to be completed prior to Su
Completion of such portion
Portion of Work
TBD
3.3.3 If the Contractor fail
any, shall be assessed assel
ARTICLE 4 CONTRACT SU
4.1 The Owner shall pay
Contract. The Contract Sun
Cents ($ 311,527.00 ), subj
4:2 Alternate's
4.2.1 -Alternates, if any, in
Item
Exhibit E (Line itt
including allowan,
are rough figures t
in value.
412 Subject to the condil
execution :of this Agreemer
Insert below each alternat
Item
Exhibit E (Line it(
allowances).
4.3, Allowances, if any, in
Identify- -each allowance.)
Item
See Exhibit E
4.4 Unit prices, if any:
Idents the item and state
Item
calendar days from the date of commencement of the Work.
date: TBD
of the Contract Time as provided in the Contract Documents, if portions of the Work are
antial Completion of the entire Work, the Contractor shall achieve Substantial
y the following dates:
Substantial Completion Date
Ninety Days from the date of commencement.
achieve Substantial Completion as provided in this Section 3.3, liquidated damages, if
th in Section 4.5.
Contractor the Contract Sum in current funds for the Contractor's performance of the
tall be Three Hundred Eleven Thousand Five Hundred Twenty-seven Dollars and Zero
to additions and deductions as provided' in the Contract Documents.
in the Contract Sum:
Price
with proposal TBD
Allowance items
t can go up or down
ns noted below, the following alternates may be accepted by the Owner following
Upon acceptance, the Owner shall issue a Modification to this Agreement.
znd the conditions that must be met for the Owner to accept the alternate.)
Price
proposal including
ded in the Contract Sum:
Price
See Exhibit E
Conditions for Acceptance
unit price and quantity limitations, if any, to which the unit price will be applicable.)
Units and Limitations Price per Unit ($0.00)
45' -Liquidated damages, If any:
Insert terms and conditio for liquidated damages, if any.)
4.6 Other:
Insert provisions for bon i or other incentives, if any, that might result in a change to the Contract Sum.) co
AIA Document A101 TM — 2017. pydght ® 1915, 1918, 1925, 1937, 1951, 1958, 1981, 1983, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017 by The
Inst' American Institute of Architects. A rights reserved. WARNING: This AIA® Document Is protected by U.S. Copyright Law and International Treaties. 3
Unauthorized reproduction or ritribution of this AIAe Document, or any portion of it, may result in severe:elvil and criminal penalties, and will be
t prosecuted to the maximum ext, nt possible under the law. This document was produced by AIA software at 11:37:50 ET on 01/22/2019 under Order
No.2992791.080 which expires on 1/18/2020, and is not for resale.
User Notes: (879650885)
J*
Title
9 Other docun
List here ar
Document A
sample form
requirement
proposals, a
documents s
Exhibit A (I
This Agreeme it to irr
t
OWNER (Signature)
Printed name and title)
the date of the E204-2017 incorporated into this Agreement.)
lity Plan:
Date Pages
and other Conditions of the Contract:
Title Date Pages
nts, if any, listed below:
additional documents that are intended to form part of the Contract Documents. AIA
ITm-2017 provides that the advertisement or invitation to bid Instructions to Bidders,
the Contractor's bid or proposal, portions ofAddenda relating to bidding or proposal
and other information furnished by the Owner in anticipation of receiving bids or
not part of the Contract Documents unless enumerated in this Agreement. Any such
zuld be listed here only if intended to be part of the Contract Documents.)
of Drawings Exhibit B, Exhibit C, Exhibit D, and Exhibit E
day and r first written above.,
O TTKACTOR (Signature)
Brian Borman President
Printed name and title)
Mit
AIA Document A101T" —20V. opyrighl:01915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1891, 1997, 2007 and 2017 by The
American Institute of Architects. II rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. 8
Unauthorized reproduction.or istribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be
prosecuted to the maximum a tent possible under the law. This document was producedby AIA software at 11:37:50 ET on 01122/2019 under Order
No.2992791080 which expires o 01/16/2020, and is not for resale.
User Notes: (
879650885)
I v
Permit Number TBD Gd
Parcel Identification Num
30-19-31-528-0O00-0
Prepared by: Matt Toml
114 N Pan
Sanford, FI
Return to: Phllcocon
114 N Pari
Sanford FL
NOTICE OF
State of Florida
County of Seminole
The undersigned hereby g
Florida Statutes, the foiiov
01. Description of proper
LOT 1
SEMINOLE COMMON'.
PS 80 PGS 8 & 9'
02:.. General description 0
03. Owner information
Name ICR Profe
Address 819E 1st
Sanford;,!
oa. Fee Simple Title Holdl
Name
Address
os. Contractor
Name Philco Con
Address 114,NPAF
Sanford. Fl
of Surety (if any)
Name
Address
07, Lender (if any)
Name
Address #
T
08. Persons within the Stat
Section 713.13(1)(a)7,
Name Philco Con;
Address 114 IN PAW
Sanford FL
D9• In addition to himself c
Section 713.13(1)(b), F
Name
Address
10. Expiration date of
is specified):
WARNING TO OWNER:
CONSIDERED IMPROPE
PAYING TWICE 'F4 IM
308 SITE BEFOI
The foregoing instrument
by 1-- —.
Commis
My Com
0001
and DevelWnen4 LLC
ENT
11111111111111111111111111111111 HE 1
GRANT MALOY, SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
SY, 9143 Ps 606 (1P9s)
CLERK'S T 2018061641
RECORDED 05/31/2018 08:0' "-i. AM
RECORDING FEES $10.0171
RECORDED BY hdPyove
es notice that improvements will be made to certain real property, and in accordance with Chapter 713, ng information is provided in this Notice of Commencement.,
legal descriptionof the property, and street address If available)
Street Address
819 E I St Suite 6, Sanford, FL 327?I
Improvement(s)
to bring to a shelf.
signal Center, LLC Telephone Number
t Suite 6 Fax Number
32771 Interest in Property OWNER
it other than the owner shown above)
Telephone Number
Fax Number
radon and Devel, LLC Telephone Number 407-782.1871CAVEFaxNumber
32771
Telephone Number
Fax Number
Amount, of bond $
Telephone Number
Fax Number
of Florida designated by Owner upon whom notices or other documents may be served as provk byloridaStatutes.
nVon and Devel.LLC Telephone Number 407-782-2871. AVE Fax Number
2771
herself, Owner designates the following to receive a COPY of the LienOr'S Notice as provided bydJaStatutes.
Telephone Number
Fax Number
Of commencement (the expiration date is one year horn the date of recording unless a different date
PAYMENTS MADE BY THE. OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
MENTS UNDER CHAPTER 713, PART 4 SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
MENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
7:7:
0 INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEY
RD1kG'YOUR NOTICE OF COMMENCEMENT.
a— SgoMs ./ Offft om S4, y
acknowledged before me this '31 day of M-),
as
tzv
for
rte,.,
Y LANZON' nature. burnt=
n N GG 38807
i3iOn Expire$ Personafi'Vj*wn a Producedlder0clindn
06, 2029ka rsuant to Section
PERSONS t
SEMINOLE
ISSUANCE
opmr uxu r'L, i L-rl l;
PAYMENT SHOULD BE
THIS STATEMENT IIS l
ISSUED WITHIN 60 C
IS A STATEMENT OF FEES DUE UNDER THESLUE, LIBRARY AND/OR EDUCATIONAL
0
a0n.l354.
TO: SEMINOLE COUNTY OR CITY OF SANFORDBUILDING'DEPARTMENT
11'01 EAST FIRST STREET
SANFORD FL 32771
ECK OR MONEY ORDER AND. -SHOULD REFERENCE
MIT NUMBER AT THE 'OP LEFT OF THIS STATEMENT.
R VALID IF A BUILDING PERMIT ISNOT
DAYS FROM THE DATE ABOVE
COUNOF LETYFEEIMPACTSTATEMENT
1#0Q18-10000927
09
BUILDINGTAPPLICAT ONDATE: November 30, 2018
BUILDING PERMIT ER: 18-10000927
UNIT ADDRESS: 1ST STREET E 819 STE 7 30-19-3<1-528-0000-0070
TRAFFIC ZONE:022 JURISDICTION: SEC: TWI:
SUBDIVISIONS
RNG: SUP: PARCEL:
PLAT 'BOOK: PLAT BOOK PAGE: BLOCK:
TRACT:
LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: ICR PROFESSIONAL CENTER LLCADDRESS: 819 E IST STREETUNIT 6 SANFORD FL 32771
LAND USE: MEDICAL OFFICE
TYPE USE:
WORK DESCRIPTION: ITY-SANFORDSPECIALNOTES: 19 E 1ST STREET STE 7 /'IC RESEARCH /
EDICAL OFFICE
FEE
TYPE
ENEFIT RATE UNIT------CALC ----
SCHED RATE
UNIT - TOTAL DUEISTUNITSTYPE
ROADS -ARTERIALS A
ROADS --.COLLECTORS A 00
FIRE RESCUE A 00
LIBRARY A 00
SCHOOLS A 00
PARKS 4JA 00
LAW ENFORCE A 00
DRAINAGE gyp, 00
AMOUNT DUE 00
00
PERSONS t
SEMINOLE
ISSUANCE
opmr uxu r'L, i L-rl l;
PAYMENT SHOULD BE
THIS STATEMENT IIS l
ISSUED WITHIN 60 C
IS A STATEMENT OF FEES DUE UNDER THESLUE, LIBRARY AND/OR EDUCATIONAL
0
a0n.l354.
TO: SEMINOLE COUNTY OR CITY OF SANFORDBUILDING'DEPARTMENT
11'01 EAST FIRST STREET
SANFORD FL 32771
ECK OR MONEY ORDER AND. -SHOULD REFERENCE
MIT NUMBER AT THE 'OP LEFT OF THIS STATEMENT.
R VALID IF A BUILDING PERMIT ISNOT
DAYS FROM THE DATE ABOVE
INSPECTION SEQUENCE
BP# 18-4391
ADDRESS: 819 East Pt Street
BUILDING PERMIT
Min Max Inspection Description
Footer / Setback
10
Stemwall
10 Slab / Mono Slab
Lintel / Tie Beam / Fill / Down Cell
10Sheathing — Walls
Sheathing — Roof
Roof Dry In
20 Frame
30 Insulation Rough
Firewall Screw Pattern
40 Drywall / Sheetrock
Lath Inspection
Building Ceiling Air Barrier
Insulation Roof (Com'l)
Building Ceiling Grid
Final Roof
Final Stucco / Siding
Final Insulation
Final Firewall
Final Door
Final Window
Final Utility Building
Final Screen Structure
Final Pool Screen Enclosure
Pre -Demo
Final Demo
Final Single Family Residence
Final Commercial —
1000 Final Commercial — Addition / Alteration
Final Commercial — Change of Use
Final Building (Other)
REVISED: June 2014
ELECTRICAL PERMIT
Min Max Inspection Description
Electric Underground
10
Footer / Slab Steel Bond
20
Electric Ceiling Rough
Electric Wall Rough
10 Electric Rough
Pre -Power Final
Temporary Pole11000ElectricFinal
PLUMBING
Min Max Ins ection 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
az ,.
NIECHAN,ICAL PERMIT . ;
Min Max Inspection Descri tion
10 Mechanical Rough
Mechanical Fire Damper Framing
Mechanical Ceiling Rough
Mechanical Fire Damper Annular Space
Mechanical Insulation Wrap
Mechanical Fire Damper Angle
Light / Water Test Ck Welds
Mechanical Grease Duct Wrap
1000 Mechanical Final
Code;
geMwSummlt
015 Total E
Check List
Applications for compliance with the Florida Building Code, Energy Conservation shall
include:
This Checklist
The full compliance report generated by the software that contains the project
summary, compliance summary, certifications and detailed component compliance
reports.
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.
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Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option
10/9/2018 Page 1 of 23
PROJECT SUMMARY
Short Desc: David Casteel
Owner: David Casteel
Addressl: 819 E 1st St
Address2: ICR Professional Center
Description: Renovations
City:
State:
Zip:
Type: Healthcare -Clinic Class:
Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500)
Conditioned Area: 3640 SF Conditioned & UnConditioned Area:
No of Stories: 1 Area entered from Plans
Permit No: 0 Max Tonnage
If different, write in:
Sanford
FL
0
Renovation to existing
3640 SF
0 SF
5
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Page 2 of 23
Compliance Summary
Component Design Criteria Result
Gross Energy Cost (in $) 1,526.0 2,267.0 PASSED
LIGHTING CONTROLS
EXTERNAL LIGHTING
HVAC SYSTEM
PLANT
WATER HEATING SYSTEMS
PIPING SYSTEMS
Met all required compliance from Check List?
PASSES
No Entry
PASSES
No Entry
PASSES
PASSES
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-2017. TAM 2017-1,0 Compliant Software. Effective Date: Dec 31, 2017
Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option10/9/2018
Page 3 of 23
CERTIFICATIONS
I hereby certify that the plans and specifications covered by this calculation are in compliance with the
Florida Energy Code UI9¢ady ai9nedb ^^'s5t—
DennisStroer°"""
5°"'°
ou=CA`°-C 02]359,
mO=djmoerpcom(a ,-n -US
Prepared By: Dateo30181009105°' °'°°' Building Official:
Date: October 9, 2018 Date:
I certify that this building is in complia with th o ' a Energ fficiency Code
Owner Agent: Date: l
If Required by Florida law, I hereby certify (*) that the system design is in compliance with the Florida Energy
Efficiency Code
Architect: 10f
Electrical Designer: LLv'
Reg No:
Reg No: 'a Je3
Lighting Designer: %y Reg No:
Mechanical Designer: w Reg No:"/:, nz,5;1
Plumbing Designer: GJ " Reg No: I./ T
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.
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10/9/2018 Page 4 of 23
Project: David Casteel
Title: Renovations
Type: Healthcare -Clinic
WEA File: FL_ ORLANDO_SANFORD_AIRPORT.tm3)
Building End Uses
Total
1) Proposed 2) Baseline
96.90 168.60
1,526 $2,667
ELECTRICITY(MBtu/kWhl$) 96.90 168.60
28364 49395
1,526 2,667
AREA LIGHTS 16.60 31.30
4851 9175
261 495
MISC EQUIPMT 21.80 21.80
6379 6379
343 344
PUMPS & MISC 0.10 0.00
17 0
1 0
SPACE COOL 38.80 64.70
11370 18957
612 1,024
SPACE HEAT 2.80 6.90
824 2024
44 109
VENT FANS 16.80 43.90
4923 12860
265 694
Credits Applied: None
Passing Criteria = 2267
PASSES
Design (including any credits) = 1526
Passing requires Proposed Building cost to be at most 85% of
Baseline cost. This Proposed Building is at 57.2%
EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software, Effective Date; Dec 31, 2017
Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option10/9/2018
Page 5 of 23
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External Lighting Compliance
Description Category Tradable? Allowance Area or Length ELPA CLP
W/Unit) or No. of Units (W) (W)
Sgft or ft)
None
Project: David Casteel
Title: Renovations
Type: Healthcare -Clinic
WEA File: FL_ORLANDO_SANFORD_AIRPORT.tm3)
Lighting Controls Compliance
Acronym Ashrae Description Area Design Min Compli-
ID sq.ft) CP CP ance
Reception 12 Lobby (General) - Reception and 302 1 1 PASSES
Waiting
Computer 17 Office - Enclosed 164 1 1 PASSES
Dormatory North 7,001 Dormotory Living Quarters 404 1 1 PASSES
Dormatory South 7,001 Dormotory Living Quarters 420 1 1 PASSES
Bath North 6 Toilet and Washroom 277 1 1 PASSES
Bath South 6 Toilet and Washroom 301 1 1 PASSES
Laundry 10,012 Laundry -Washing 88 1 1 PASSES
Jan. Closet 30,002 Medium/Bulky Material Storage 72 1 1 PASSES
Hall West 5 Corridor 332 1 1 PASSES
Dining 8 Food Service - Leisure Dining 523 1 1 PASSES
Kitchen 7 Food Service - Kitchen 245 1 1. PASSES
Hall East 5 Corridor 275 1 1 PASSES
Office 17 Office - Enclosed 237 1 1 PASSES
PASSES
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Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option10/9/2018 Page 6 of 23
Project: David Casteel
Title: Renovations
Type: Healthcare -Clinic
WEA File: FL_ ORLANDO_ SANFORD_AIRPORT.tm3)
System Report Compliance
System 1 System 1 Constant Volume Air Cooled No. of Units
Split System < 65000 Btu/hr 2
Component Category Capacity Design Eff Design IPLV Comp-
Eff Criteria IPLV Criteria liance
Cooling System Air Conditioners Air Cooled 60000 14.00 13.00 8.00 PASSES
Split System < 65000 Btu/h
Cooling Capacity
Heating System Heat Pumps Air Cooled 60000 8.20 8.20 PASSES
Heating Mode) Split System
65000 Btu/h Cooling
Capacity
Air Handling Air Handler (Supply) - 2000 0.50 0.82 PASSES
System -Supply Constant Volume
Air Distribution ADS System 6.00 PASSES
System (Sup)
Air Distribution ADS System (Ret) 6.00 PASSES
System (Ret)
PASSES
Plant Compliance
Description Installed Size Design Min Design Min Category
1
Comp
No Eff Eff IPLV IPLV liance
None
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Page 7 of 23
Project: David Casteel
Title: Renovations
Type: Healthcare -Clinic
WEA File: FL_ORLANDO_SANFORD_AIRPORT.tm3)
Water Heater Compliance
Description Type Category
Design Min Design Max Comp
Eff Eff Loss Loss liance
Water Heater 1 Electric water heater <= 12 [kW] 0.95 0.90 PASSES
PASSES
Project: David Casteel
Title: Renovations
Type: Healthcare -Clinic
WEA File: FL_ ORLANDO_SANFORD_AIRPORT.tm3)
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] SFX1
Domestic and Service Hot Water 0.75 False 105.00 0.28 1.00 0.50 PASSES
Systems
PASSES
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10/9/2018 Page 8 of 23
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
Insulation C303.2 Envelope Below -grade wall insulation installed per Elmanufacturer's instructions.
Insulation C303.2 Envelope Slab edge insulation installed per manufacturer's 1:1 0instructions.
Insulation C303.2 Envelope Above -grade wall insulation installed per
manufacturer's instructions.
Insulation C402.3 Envelope High -albedo roofs satisfy one of the following: 1:1 El3 -year -aged solar reflectance >= 0.55 and thermal
emittance >= 0.75 or 3 -year -aged solar
reflectance index >= 64.0.
Fenestration C402.4.4 Envelope 1 -1 -factor of opaque doors associated with the
building thermal envelope meets requirements.
SYSTEM—SPECIFIC C403.2.12.1 Mechanical HVAC fan systems at design conditions do not
exceed allowable fan system motor nameplate hp
or fan system bhp.
SYSTEM SPECIFIC 0403.2.12.2 Mechanical HVAC fan motors not oversized beyond allowable
limits.
SYSTEM—SPECIFIC C403.2.3(8) Table Mechanical Heat Rejection Equipment: Minimum Efficiency
Requirement meet those listed in Table
C403.2.3(8)
HVAC C403.2.7 Mechanical Exhaust air energy recovery on systems meeting
Table C403.2.7(1) and C403.2.7(2).
SYSTEM—SPECIFIC C403.3 Mechanical Air economizers provided where required, meet
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 0403.3.2 Mechanical Economizer operation will not increase heating
energy use during normal operation.
SYSTEM—SPECIFIC C403.3.4, Mechanical Water economizers provided where required,
C403.3.4.1, meet the requirements for design capacity,
C403.3,4.2, maximum pressure drop and integrated
C403.3,1 economizer control.
SYSTEM—SPECIFIC 0403.4.2.1 Mechanical Three -pipe hydronic systems using a common 11 13return11
for hot and chilled water are not used.
SYSTEM—SPECIFIC C403.4.2.3.1 Mechanical Hydronic heat pump systems connected to a
common water loop meet heat rejection and heat
addition requirements.
SYSTEM SPECIFIC 0403.4.3.4 Mechanical Open -circuit cooling towers having water cooledElchillersystemsandmultipleorvairablespeed
condenser pumps, are designed so that tower
cells can run in parallel with larger of flow crtieria.
SYSTEM—SPECIFIC C404.2 Mechanical Service water heating equipment meets efficiency
requirements.
Wattage C405.3 Interior Lighting Exit signs do not exceed 5 watts per face.
Plan Review 0103.2 Envelope Plans and/or specifications provide all information
with which compliance can be determined for the
building envelope and document where
exceptions to the standard are claimed.
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Page 9 of 23
Plan Review C103.2 Mechanical Plans, specifications, and/or calculations provide E]
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 st
Plan Review C103.2 Mechanical Plans, specifications, and/or calculations provide El 13
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 manufact
Plan Review C103.2 Interior Lighting Plans, specifications, and/or calculations provide 1:1 13
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 shoul
Plan Review C103.2 Exterior Lighting Plans, specifications, and/or calculations provide 1:1 13
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 shout
Insulation C402.2.5 Envelope Slab edge insulation depth/length. Slab insulation 13 13 E]
extending away from building is covered by
pavement or >= 10 inches of soil.
Insulation C402.2.6 Project Radiant heating systems panels insulated to
R-3.5, on face opposite space being heated.
HVAC C402.2.6 Mechanical Thermally ineffective panel surfaces of sensible 1:10
heating panels have insulation >= R-3.5.
Insulation C402.2.6 Envelope Radiant panels and associated components, 0 1:1 El
designed for heat transfer from the panel surfaces
to the occupants or indoor space are insulated
with a minimum of R-3.5.
Air Leakage C402.5.7 Envelope Vestibules.are installed on all building entrances,
Doors have self-closing devices.
SYSTEM—SPECIFIC C403.2.12.3 Mechanical Fans have efficiency grade (FEG) >= 67. The total 1:3 1:1 11
efficiency of the fan at the design point of
operation <= 15% of maximum total efficiency of
the fan.
HVAC C403.2.13 Mechanical Unenclosed spaces that are heated use only 13 1:1 11radiantheat.
HVAC C403.2.4.2 Mechanical Each zone equipped with setback controls using
automatic time clock or programmable control
SYSTEM SPECIFIC C403.2.4.4 Mechanical
system.
Zone isolation devices and controls installed
where applicable.
SYSTEM—SPECIFIC C403.2.4.7 Mechanical Fault detection and diagnostics installed with 0
air-cooled unitary DX units having economizers.
SYSTEM—SPECIFIC C403.2.5 Mechanical Hot water boilers supplying heat via one- or 13
two -pipe systems include. outdoor setback control.
HVAC C403.2.6.1 Mechanical Demand control ventilation provided for spaces 0 13500ft2and >25 people/1000 ft2 occupant
density and served by systems with air side
economizer, auto modulating outside air damper
control, or design airflow >3,000 cfm.
SYSTEM SPECIFIC C403.4.1.1 Mechanical Hydronic and multizone HVAC system controls
areVAV fans driven by mechanical or electrical
variable speed drive per Table C403.4.1.1.
SYSTEM SPECIFIC C403.4.1.3 Mechanical Reset static pressure setpoint for DDC controlled
VAV boxes reporting to central controller based on
the zones requiring the most pressure. SYSTEM SPECIFIC C403.4.2 Mechanical Temperature reset by representative building
loads in pumping systems for chiller and boiler
systems >500,000 Btu/h.
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Page 10 of 23
SYSTEM—SPECIFIC C403.4.2.3.2.1 Mechanical Closed-circuit cooling tower within heat pump loop
have either automatic bypass valve or lower
leakage positive closure dampers. Open -circuit
tower within heat pump loop have automatic valve
to bypass all heat pump water flow around the
tower. Open- or cl
SYSTEM—SPECIFIC C403.4.2.4 Mechanical Hydronic systems greater than 500,000 Btu/h
designed for variable fluid flow.
SYSTEM—SPECIFIC C403.4.2.5 Mechanical System turndown requirement met through
multiple single -input boilers, one or more
modulating boilers, or a combination of
single -input and modulating boilers.
Boiler input between 1.0 MBtu/h and 5 MBtu/h
has 3:1 turndown ratio, boiler input between 5.0
SYSTEM SPECIFIC 0403.4.2.6 Mechanical Chilled water plants with multiple chillers have
capability to reduce flow automatically through the
chiller plant when a chiller is shut down.
Boiler plants with multiple boilers have the
capability to reduce flow automatically through the
boiler plant
SYSTEM SPECIFIC 0403.4.3, Mechanical Fan systems with motors >=7.5 hp associated
C403.4.3.2 with heat rejection equipment to have capability to
operate at 2/3 of full -speed and auto speed
controls to control the leaving fluid temperature or
condensing temp/pressure of heat rejection
device.
SYSTEM—SPECIFIC C403.4.4.5 Mechanical Multiple zone HVAC systems have supply air 1:1
temperature reset controls.
SYSTEM—SPECIFIC C403.4.4.6 Mechanical Multiple zone VAV systems with DDC of individual
zone boxes have static pressure setpoint reset
controls.
SYSTEM—SPECIFIC 0404.2.1 Mechanical Gas-fired water -heating equipment installed in
new buildings: where a singular piece of
water -heating equipment >= 1,000 kBtu/h serves
the entire building, thermal efficiency >= 90 Et.
Where'multiple pieces of water -heating
equipment serve the building wi
SYSTEM SPECIFIC 0404.4 Mechanical All piping insulated in accordance with section 1:1 13 ri
details and Table C403.2.10.
SYSTEM—SPECIFIC C404.5, C404.5.1, Mechanical Heated water supply piping conforms to pipe
C404.5.2 length and volume requirements. Refer to section
details.
SYSTEM—SPECIFIC C404.6.3 Mechanical Pumps that circulate water between a heater and
storage tank have controls that limit operation
from startup to <= 5 minutes after end of heating
cycle:
SYSTEM SPECIFIC 0404.7 Mechanical Water distribution system that pumps water from
a heated -water supply pipe back to the
heated -water source through a cold -water supply
pipe is
a demand recirculation water system. Pumps
within this system have controls that start the
Wattage 0405.5.1 puterfo lig
receiving
Exterior Lighting Exterior lighting power is consistent with what is
shown on the approved lighting plans,
demonstrating proposed watts are less than or
equal to allowed watts.
Plan Review C405.6 Project Group R-2 dwelling units have separate electrical
meters.
Plan Review C406 Project Plans, specifications, and/or calculations provide 11 13allinformationwithwhichcompliancecanbe
determined for the additional energy efficiency
package options.
SYSTEM SPECIFIC 0408.2.2.2 Mechanical MVAC hydronic heating and cooling coils have
means to balance and have pressure test
connections.
SYSTEM—SPECIFIC C408.2.2.2 Mechanical HVAC hydronic heating and cooling coils have
means to balance and have pressure test
connections.
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10/9/2018 Page 11 of 23
Insulation C303.1 Envelope
Insulation C303.1 Envelope
Fenestration C303.1.3 Envelope
Fenestration C303.1.3 Envelope
Insulation C303.2, C402.2.4 Envelope
Insulation C303.2.1 Envelope
Insulation C303.2.1 Envelope
Insulation C402.1.3 Envelope
Insulation C402.2.2 Envelope
Insulation C402.2.2 Envelope
Air Leakage 0402.5 Envelope
Air Leakage 0402.5.1 Envelope
Air Leakage C402.5.1.1 Envelope
Air Leakage C402.5.1.2.1 Envelope
Air Leakage C402.5.1.2.2 Envelope
Air Leakage C402.5.2, C402.5.4 Envelope
Air Leakage C402.5.3 Envelope
Air Leakage C402.5.5, Envelope
C403.2.4.3
Air Leakage C402.5.5, Envelope
C403.2.4.3
Air Leakage C402.5.6 Envelope
Roof insulation installed per manufacturers€TMs 0
instructions. Blown or poured loose -fill insulation
is installed only where the roof slope is <=3 in 12.
Building envelope insulation is labeled with 1:1 E]
R -value or insulation certificate providing R -value
and other relevant data.
Fenestration products rated in accordance with
NFRC.
Fenestration products are certified as to
performance labels or certificates provided.
Floor insulation installed per manufacturer's
instructions. Cavity or structural slab insulation
installed in permanent contact with underside of
decking or structural slabs.
Exterior insulation protected against damage,
sunlight, moisture, wind, landscaping and
equipment maintenance activities.
Exterior insulation is protected from damage with
a protective material. Verification for exposed
foundation insulation may need to occur during
Foundation Inspection.
Non -swinging opaque doors have R-4.75
insulation,
Skylight curbs are insulated to the level of roofs El
with insulation above deck or R-5.
Insulation intended to meet the roof insulation 1:1 El
requirements cannot be installed on top of a
suspended ceiling. Mark this requirement
compliant if insulation is installed accordingly.
Building envelope contains a continuous air
barrier that has been tested and deemed to limit
air leakage <= 0.40 cfm/ft2.
The building envelope contains a continuous air
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.
All sources of air leakage in the building thermal
envelope are sealed, caulked, gasketed, weather
stripped or wrapped with moisture
vapor -permeable wrapping material to minimize
air leakage.
The building envelope contains a continuous air ri
barrier that is sealed in an approved manner and
material permeability <= 0.004 cfm/ft2. Air barrier
penetrations are sealed in an approved manner.
The building envelope contains a continuous air
barrier that is sealed in an approved manner and
average assembly air leakage <= 0.04 cfm/ft2.
Air barrier penetrations are sealed in an approved
manner.
Factory -built fenestration and doors are labeled 11 IJ 1:1asmeetingairleakagerequirements.
Where open combustion air ducts provide
combustion air to open combustion fuel burning
appliances, the appliances and combustion air
opening are located outside the building thermal
envelope or enclosed in a room, isolated from
inside the thermal envelope
Stair and elevator shaft vents have motorized
dampers that automatically close.
Outdoor air and exhaust systems have motorized 110 0dampersthatautomaticallyshutwhennotinuse
and meet maximum leakage rates. Check gravity
dampers where allowed.
W6atherseals installed on all loading dock cargo
doors.
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Page 12 of 23
Air Leakage C402.5.8 Envelope Recessed luminaires in thermal envelope to limit 0
infiltration and be IC rated and labeled. Seal
between interior finish and luminaire housing.
HVAC C403.2.1 Mechanical HVAC systems and equipment design loads 0
calculated in accordance with
ANSI/ASHRAE/ACCA Standard 183 or by an
approved equivalent computational procedure
SYSTEM—SPECIFIC C403.2.10 Mechanical HVAC piping insulation thickness. Where piping
is.installed in or under a slab, verification may
need to occur during Foundation Inspection.
HVAC C403.2.3 Mechanical HVAC equipment efficiency verified. 0
SYSTEM—SPECIFIC C403.2.3 Mechanical PTAC and PTHP with sleeves 16 In. by 42 in. 3 11
labeled for replacement only as per Footnote b to
Table 0403.2.3(3).
SYSTEM SPECIFIC 0403.2.4.1 Mechanical Heating and cooling to each zone is controlled by 13
a thermostat control. Minimum one humidity
control device per installed
humidification/dehumidification system.
SYSTEM SPECIFIC 0403.2.4.1.1 Mechanical Heat pump controls prevent supplemental electric 1:1 13
resistance heat from coming on when not needed.
HVAC C403.2.4.1.2 Mechanical Thermostatic controls have a 5 A°F deadband.
HVAC 0403.2.4.1.2 Mechanical Thermostatic controls have a 5 AIF deadband.
HVAC C403.2.4.1.3 Mechanical Temperature controls have setpoint overlap 1:1 0
restrictions.
HVAC C403.2.4.2.1, Mechanical Automatic Controls: Setback to 55°F (heat) and
C403.2.4.2.2 85'F (cool); 7 -day clock, 2 -hour occupant
override, 10 -hour backup
SYSTEM SPECIFIC 0403.2.4,2.3 Mechanical Systems include optimum start controls. 1:1 El
HVAC 0403.2.4.5, Mechanical Snow/ice melting system sensors for future 11 ElC403.2.4.6 connection to controls. Freeze protection systems
have automatic controls installed.
HVAC C403.2.6.2 Mechanical Enclosed parking garage ventilation has
automatic contaminant detection and capacity to
stage or modulate fans to 50% or less of design
capacity.
HVAC C403.2.9 Mechanical HVAC ducts and plenums insulated. Where ducts
or plenums are installed in or under a slab,
verification may need to occur during Foundation
Inspection.
SYSTEM—SPECIFIC C403.2.9.1.3 Mechanical Ductwork operating >3 in. water column requires El 1:1 0airleakagetesting.
SYSTEM—SPECIFIC C403.4.1.2 Mechanical VAV fans have static pressure sensors located so
controller setpoint <=1.2 w.c..
SYSTEM—SPECIFIC C403.4.2.2 Mechanical Two -pipe hydronic systems using a common 1:1 13 E]
distribution system have controls to allow a
deadband >=15°F, 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 4F.
SYSTEM SPECIFIC 0403.4.2.3.3 Mechanical Two -position automatic valve interlocked to shut 11 13
off water flow when hydronic heat pump with
pumping system >10 hp is off.
SYSTEM_SPECIFIC C403.4,4.5, Mechanical Zone controls can limit simultaneous heating and 13 13 1:10403.4.4.5.1-4 cooling and sequence heating and cooling to each
SYSTEM SPECIFIC 0403.4.5
zone.
Mechanical Condenser heat recovery system that can heat El 0 Elwaterto85°F or provide 60% of peak heat
rejection is installed for preheating of service hot
SYSTEM—SPECIFIC C403.4.6
water.
Mechanical Hot gas. bypass limited to: 13 13 El240kBtu/h - 50% capacity,
SYSTEM SPECIFIC 0404.3
240 kBtu/h - 25% capacity
Mechanical Heat traps installed on non -circulating storage 11 11 13watertanks.
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SYSTEM—SPECIFIC C404.3 Mechanical Heat traps installed on supply and discharge 1:1 0
piping of non -circulating systems.
SYSTEM—SPECIFIC C404,3 Mechanical Heat traps installed on supply and discharge 1:1 13
piping of non -circulating systems.
SYSTEM—SPECIFIC C404.6.1 Mechanical Controls are installed that limit the operation of a rl
recirculation pump installed to maintain
temperature of a storage tank. System return pipe
is a dedicated return pipe or a cold water supply
SYSTEM SPECIFIC 0404.6.1, 0404.6.2
Pipe
Mechanical. Automatic time switches installed to automatically
switch off the recirculating hot-water system or
heat trace.
SYSTEM—SPECIFIC C404.9.1 Mechanical Pool heaters are equipped with on/off switch and 0
no continuously burning pilot light.
SYSTEM—SPECIFIC 0404.9.2 Mechanical Time switches are installed on all pool heaters
and pumps.
SYSTEM—SPECIFIC C404.9.2 Mechanical Time switches are installed on all pool heaters 1:1 13
and pumps..
SYSTEM—SPECIFIC C404.9.3 Mechanical Vapor retardant pool covers are provided for
heated pools and permanently installed spas.
Controls C405.2.1 Interior Lighting Lighting controls installed to uniformly reduce the
lighting load by at least 50%.
Controls C405.2.1 Interior Lighting Occupancy sensors installed in required spaces.
Controls C405.2.1, Interior Lighting Independent lighting controls installed per
C405.2.2.3 approved lighting plans and all manual controls
readily accessible and visible to occupants.
Controls C405.2.2.1 Interior Lighting Automatic controls to shut off all building lighting
installed in all buildings.
Controls C405.2.3 Interior Lighting Daylight zones provided with individual controls
that control the lights independent of general area
lighting.
Controls C405.2.3, Interior Lighting Primary sidelighted areas are equipped with
C405.2.3.1, required lighting controls.
C405.2.3.2
Controls C405.2.3, Interior Lighting Enclosed spaces with daylight area under riC405.2.3.1, skylights and rooftop monitors are equipped with
C405.2.3.3 required lighting controls.
Controls C405.2.4 Interior Lighting Separate lighting control devices for specific uses
installed per approved lighting plans.
Wattage C405.2.4 Interior Lighting Additional interior lighting power allowed for 0 1:1 El
special functions per the approved lighting plans
and is automatically controlled and separated
from general lighting.
Controls C405.2.5 Exterior Lighting Automatic lighting controls for exterior lighting
installed. Controls will be daylight controlled, set
based on business operation time -of -day, or
reduce connected lighting > 30%. Wattage C405.4,1 Interior Lighting Interior installed lamp and fixture lighting power is
consistent with what is shown on the approved
lighting plans, demonstrating proposed watts are
less than or equal to allowed watts.
Mandatory Additional C406.4 Project Enhanced digital lighting controls efficiency E] 11 11package: Interior lighting has following enhanced
lighting controls in accordance with Section
0405.2.2:
Luminaires capable of continuous dimming and
being addressed individually, <= 8 luminaires
controlled in
Mandatory Additional C406.6 Project Dedicate outdoor air system efficiency package:
Buildings with hydronic and/or multiple -zone
HVAC systems are equipped with an independent
ventilation system designed to provide >=
100 -percent outdoor air to each individual
occupied space, as specified by
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Mandatory Additional C406.7, C406.7.1 Project Enhanced Service Water Heat System efficiency rl
packa9e. One of the following SWH system
enhancements must satisfy 60 percent of hot
water requirements, or 100 percent if the building
otherwise complies with heat recovery per Section
C403.4.5: Waste heat re
HVAC C408.2.2.1 Mechanical Air outlets and zone terminal devices have means ri
for air balancing.
HVAC C408.2.2.1 Mechanical Air outlets and zone terminal devices have means 1:1 13 ri
for air balancing.
Testing C408.2.3.2 Mechanical HVAC control systems have been tested to El El
ensure proper operation, calibration and
adjustment of controls,
Ta2 be lecked j t spe+tor,yy,,ak.?ra#ectsfo f p etao n akndP ro r o l suaEn:ce o#
3.
5,1.3..1..'3:1 a,21.,.,,.-».',,..
Post Construction C303.3, C408.2,5.2 Interior Lighting Furnished 0&M instructions for systems and
equipment to the building owner or designated
representative.
Post Construction C303.3, C408.2.5.3 Mechanical Furnished 0&M manuals for HVAC systems 1:1 0within90daysofsystemacceptance.
Fenestration C402.4.2.2 Envelope Skylights in office, storage, automotive service,
manufacturing, non -refrigerated warehouse, retail
store, and distribution/sorting area have a
measured haze value > 90 percent unless
designed to exclude direct sunlight.
Post Construction C408.2.1 Mechanical Commissioning plan developed by registered
design professional or approved agency.
Post Construction C408.2.3.1 Mechanical HVAC equipment has been tested to ensure r
proper operation.
Post Construction C408.2.3.3 Mechanical Economizers have been tested to ensure proper 1 13
operation.
Post Construction C408.2.4 Mechanical Preliminary commissioning report completed and E-1 E] El
certified by registered design professional or
approved agency.
Post Construction C408.2.5.1 Mechanical Furnished HVAC as -built drawings submitted
within 90 days of system acceptance.
Post Construction C408.2.5.1 Interior Lighting Furnished as -built drawings for electric power 11 El
systems within 90 days of system acceptance.
Post Construction C408.2.5.3 Mechanical An air and/or hydronic system balancing report is
provided for HVAC systems.
Post Construction C408.2.5.4 Mechanical Final commissioning report due to building owner
within 90 days of receipt of certificate of
occupancy.
Post Construction C408.3 Interior Lighting Lighting systems have been tested to ensure
proper calibration, adjustment, programming, and
operation.
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Proiect Information
Project Name: David Casteel Project Title: Renovations
Address: 819 E 1 st St State: FL Zip: 0
Owner: David Casteel
Building Type: Healthcare -Clinic Building Classification: Renovation to existing building
No.of Stories: 1 GrossArea (SF): 3,640
Bldg. Rotation: None
Zones
No Acronym Description Type Area Multi Total Area
sf] [sf]
1 Zone 1 Zone 1 CONDITIONED 3640.0 1 3640.0
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Spaces
No Acronym Description Type Depth Width Height Mult Total Total
ft] IN [ft] Area Vol[cfJ
sf]
In Zone: Zone 1
1 Reception Reception Lobby (General) - Reception 1.00 302.00 8.00 1 302.0 2416.0
and Waiting
2 Computer Computer Office - Enclosed 1.00 164.00 8.00 1 164.0 1312.0
3 Dormatory Nor Dormatory North Dormotory Living Quarters 1.00 404.00 8.00 1 404.0 3232.0
4 Dormatory Sou Dormatory South Dormotory Living Quarters 1.00 420.00 8.00 1 420.0 3360.0
5 Bath North Zo3Spl2 Toilet and Washroom 1.00 277.00 8.00 1 277.0 2216.0 E]
6 Bath South Bath South Toilet and Washroom 1.00 301.00 8.00 1 301.0 2408.0
7 Laundry Laundry Laundry -Washing 1.00 88.00 8.00 1 88.0 704.0
8 Jan. Closet Jan. Closet Medium/Bulky Material 1.00 72.00 8.00 1 72.0 576.0
Storage
9 Hall West Hall West Corridor 1.00 332.00 8.00 1 332.0 2656.0
10 Dining Dining Food Service - Leisure Dining 1.00 523.00 8.00 1 523.0 4184.0
11 Kitchen Kitchen Food Service - Kitchen 1.00 245.00 8.00 1 245.0 1960.0
12 Hall East Hall East Corridor 1.00 275.00 8.00 1 275.0 2200.0
13 Office Office Office - Enclosed 1.00 237.00 8.00 1 237.0 1896.0
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Lighting
No Type Category No. of Watts per Power. Control Type No.of
Luminaires Luminaire [W] Ctrl pts
In Zone: Zone 1
In Space: Reception
1 LED General Lighting 4 36 144 Manual On/Off 1
In Space: Computer
1 LED General Lighting 2 36 72 Manual On/Off 1
In Space: Dormatory North
1 LED General Lighting 3 36 108 Manual On/Off 1
In Space: Dormatory South
1 LED General Lighting 3 36 108 Manual On/Off 1
In Space: Bath North
1 LED General Lighting 5 36 180 Manual On/Off 1
In Space: Bath South
1 LED General Lighting 5 36 180 Manual On/Off 1
In Space: Laundry
1 LED General Lighting 1 36 36 Manual On/Off 1
In Space: Jan. Closet
1 LED General Lighting 1 36 36 Manual On/Off 1
In Space: Hall West
1 LED General Lighting 3 36 108 Manual On/Off 1'
In Space: Dining
1 LED General Lighting 7 36 252 Manual On/Off 1
In Space: Kitchen
1 LED General Lighting 3 36 108 Manual On/Off 1
In Space: Hall East
1 LED General Lighting 3 36 108 Manual On/Off l
In Space: Office
1 LED General Lighting 4 36 144 Manual On/Off 1
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Page 18 of 23
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 [ft] plier [sf] ation uctance Capacity [Ib/cf] [h,sf.FBtu]
Btu/h.sf.Fl [Btu/sf.F]
In Zone: Zone 1
1 North
2 South
3 West
Wall -Block, Stucco, 42.00 8.00
Block, R-5
Insulation, Drywall
Wall -Block, Stucco, 44.00 8.00
Block, R-5
Insulation, Drywall
Wall -Block, Stucco, 84,00 8.00
Block, R-5
Insulation, Drywall
1 336.0 North 0.1364 7.691 43.70 7.3
1 352.0 South 0.1364 7.691 43.70 7.3,
1 672.0 West 0.1364 7.691 43.70 7.3
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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: Zone 1
In Wall: North
2 4x6.7 North No 1.2000 0.70 0.58 4.00 6.70 1 26.8 El
3 3x6.7 Glass Door North No 1.2000 0.70 0.58 3.00 6.70 1 20.1
4 3x5 North No 1.2000 0.70 0.58 3.00 5.00 1 15.0
In Wall: South
1 3.1x6.3 South No 1.2000 0.70 0.58 3.10 6,30 1 19.5
2 3x6.7 Glass Door South No 1.2000 0.70 0,58 3.00 6.70 1 20.1
3 3x3 South No 1.2000 0.70 0.58 3.00 3.00 1 9.0
In Wall: West
1 3x5 West No 1.2000 0.70 0.58 3.00 5.00 3 45.0
2 3.1x6.3 West No 1.2000 0.70 0.58 3.10 6.30 2 39.1
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Doors
No Description Type Shade? Width H (Effec) Multi Area Cond. Dens. Ht Cap. R
IN [ft] plier [sf] [Btu/h.sf.F] [lb/cf] [Btu/sf. [h.sf.F/
F] Btu]
Zone:
In Wall:
Roofs
No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R -Value
IN ft] plier sf] deg] Btu/h.Sf. F] Btu/sf. F] [lb/cf] (h.sf.F/Btu
Zone: Zone 1
1 PrOZo3Rfl Roof: Built up roofing 36.40 100.00 1 3640.0 0.00 0.0329 0.81 3.48 30.4
w/ R-30 insulation
Skylights .
No Description Type U SHGC Vis.Trans W H (Effec) Multi- Area Total Area
Btu/hr sf F] [ft] [ft] plier [Sf] [Sf]
In Zone:
In Roof:
101
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Floors
No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R -Value
ft] [ft] plier [sf] [Btu/h.sf.F [Btu/sf. F] [lb/cf] [h.sf.F/Btu
o
In Zone: Zone 1
1 Pr0Zo3Fll Floor, 1 ft. soil, 36.40 100.00 1 3640.0 0.4000 34.00 113.33 2.50 Q
concrete floor, any
floor covering
Systems
System 1 System 1 Constant Volume Air Cooled No. Of Units
Split System < 65000 Btu/hr 2
Component Category Capacity Efficiency IPLV
1 Cooling System 60000.00 14.00 8.00
2 Heating System 60000.00 8.20
3 Air Handling System -Supply 2000.00 0.50
4 Air Distribution System (Sup) 6.00
5 Air Distribution System (Ret) 6.00
Plant
Equipment Category Size Inst.N(Eff, IPLV
Water Heaters
W -Heater Description Capacity Cap.Unit UP Rt. Efficiency Loss
1 Electric water heater 50 [Gal] 5 [kW] 0.9500 [Ef] [Btu/h]
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Page 22 of 23
Ext -Lighting
Description Category No. of Watts per Area/Len/No Control Wattage
Lumin- Lumin- [sf/ft/No] Type W]
aires aire
Piping
No Type Operating Insulation Nomonal pipe Insulation Is
Temp Conductivity Diameter Thickness Runout?
F] [ Btu-in/h.sf.F] in] in]
1 Domestic and Service Hot Water 105.00 0.28. 0.75 1.00 No
Systems
Fenestration Used
Name Glass Type No. of
Glass
SHGC VLT
Panes
Conductance
B tu/h.sf.F]
Unlbled Single User Defined 1 1.2000 0.7000 0.5800
Tinted Metal
Frame
Materials Used
Mat No Acronym Description Only RValue Thick Cond- Density Sp. Heat
R -Value [h.sf.FBtu] [ft] uctivity lb/cf] Btu/1b.F]
Used Btu/h.ft.F
265 Mat1265 Soil, 1 ft No 2.0000 1.0000 0.5000 100.00 0.2000
e
7
48 Mat148 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000
123 Mat1123 CONC BLOCK No 1.7227 0.6667 0.3870 53.00 0.2000 7
MW,8IN,HOLLOW
267 Mat1267 0.75" stucco No 0.1563 0.0625 0.4000 16.00 0.2000
94 Mat194 BUILT-UP ROOFING, 3/8IN No 0.3366 0.0313 0.0930 70.00 0.3500
1004 ApLbMat1004 R-30 Generic Insulation No 30.0349 0.6548 0.0218 0.30 0.2000
1012' ApLbMat1012 R-5 Generic Insulation No 5.0000 0.1091 0.0218 0.30 0.2000
1024 ApLbMatl024 GYP OR PLAS BOARD No 0.4533 0.0417 0.0920 50.00 0.2000
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Constructs Used
No Name
Simple Massless Conductance Heat Cap Density RValue
Construct ConstructBtu/h sf.F] [Btu/sf.F] [lb/cf] [h.sf.FBtu]
1005 Floor, 1 ft. soil, concrete floor, any No No 0.40 34.00 113.33 2.5
floor covering
Layer Material Material Thickness Framing
No. ft] Factor
1 265 Soil, 1 ft 1.0000 0.000
2 48 6 in. Heavyweight concrete 0.5000 0.000
No Name
Simple Massless Conductance Heat Cap Density RValue
Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/c f] [h.sf.FBtu]
1076 Wall -Block, Stucco, Block, R-5 No No 0.14 7.69 43.70 7.3
Insulation, Drywall
Layer Material Material Thickness Framing
No. ft] Factor
1 267 0.75" stucco 0.0625 0.000
2 123 CONC BLOCK MW,8IN,HOLLOW 0.6667 0.000
3 1012 R-5 Generic Insulation 0.1091 0.000
4 1024 GYP OR PLAS BOARD 0.0417 0.000
No Name
Simple Massless Conductance Heat Cap Density RValue
Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sf.FBtu]
1084 Roof: Built up roofing w/ R-30 No No 0.03 0.81 3.48 30.4
insulation
Layer Material Material Thickness Framing
No. ft] Factor
1 94 BUILT-UP ROOFING, 3/81N 0.0313 0.000
2 1004 R-30 Generic Insulation 0.6548 0.000 .
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Page 23 of 23
City of Sanford 'j,
Building Division
P.O. Box 1788 )
6 ,r n ,
Sanford, Florida 32771
Phone: 407.688.5150 KWA
Fax: 407.688.5152 '
PLAN REVIEW COMMENT
Date: November 19, 2018 Project: Interior Renovation
Contact Person: Stephanie Cushman Job Address: 819 East 1St Street
Contact Phone Number: Application Number: 18-4391
Contact E-mail:
stephanie@philcoconstruction.com
Contact Fax Number:
ARCHITECTURAL
oe
Submit two sets of site specific Florida Product Approval or Miami Dade County Notice of
Acceptance for all new exterior doors, windows and or storefront systems.
Sheet C 1. Square footage information seems not to be for this project.
Submit actual square footage and occupancy load.
STRUCTURAL
1. No comments.
MECHANICAL
1. No comments.
PLUMBING
1 -No required plumbing fixture calculations. d C)
ELECTRICAL
1.' o riser diagram.
2. o panel legend and load calculations.
Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152.
You may also contact me by e-mail at joy.deen@sanfordfl.gov.
Respectfully,
A``
Deen, Joy
From: Deen, Joy
Sent: Monday, November 19, 2018 1:43 PM
To: stephanie@philcoconstruction.com'
Subject: 18-4391
Attachments: 18-4391.doc
CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION
FIRE PLAN REVIEW SERVICETEES
PHONE: 407.688.5052
FAX: 407.688.5051
R, -, lei - !(. Op 0
DATE: /'1/3//$ PERMIT NUMBER:
BUSINESS/PROJECF NAME:
ADDRESS: V1 c IZ4 Sk; to
CONTACT NAME: PHONE:
PLAN REVIEW INFORMATION
INSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK
DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES 07
TOTAL FEES:
0)
N
IM
ffi
FLORIDA PRODUCT
OFFICE APPROVAL DRAWINGS
FL200 FRAMING SYSTEM —
a
0 9
PERMIT # cf t
C w
rc0
RLL
INDEX TO DRAWINGS
1 INDEX TO DRAWING AND NOTES
2 TYPICAL ELEVATION HEAVY ALUMINUM MULLION
F w
H
z
3 TYPICAL ELEVATION STANDARD ALUMINUM MULLION WITH STEEL —LONG SPAN
3O
4 TYPICAL ELEVATION STANDARD ALUMINUM MULLION (INTERIOR GLAZE) —SHORT SPAN m " Fn
O O
Q
C7
5 TYPICAL ELEVATION LIGHT ALUMINUM MULLION —SHORT SPAN
6 TYPICAL ELEVATIONS WITH DOORS —LONG SPAN O
7 STANDARD FRAMING DETAILS A
O
8 INTERIOR GLAZE FRAMING DETAILS
a c
6 X
9 DOOR FRAMING DETAILS
w
1335 V1/est Cass SV,-; t
10 DOOR FRAMING DETAILS -°`i=f Tampa, Flor:;s x:,;;08
11 DOOR FRAMING DETAILS
12/29/2005
12
13
GLASS SCHEDULE
BILL OF MATERIALS _
DMWH DNE[KED MPRiwSCCJOWJOW
PRacaFLORIDA APPROVAL
14
4..I,FL.
PERIMETER FASTENER LOCATIONS FOR ELEVATIONS WITH DOORS–CONCRETE LI : E„ I
II%` 1 DRAWINGS FOR
FL200-FPA
15 PERIMETER FASTENER LOCATIONS FOR ELEVATIONS WITH DOORS–STEEL
TL' , u !Iun I,o.38553 FLORIDA
1 OF 15PRODUCTAPPROVAL
LOCATE (1) O MIDPOINT:
01/4" % 1 1/2' TEN SCREW TY\
O STEEL.
LOCATE (1) O MIDPOINT: —
01/4" % 2 1/2" TAPCON TVP. O
CONCRETE, 1 3/4' MIN.
EMU EDMENT.
r
INFINITE LENGTH
c
1 3/4]F46
n
I' I
1/4" 46 1/4"
48" MAX.
1
7 /
46 1/4"
1 3/4"
O 2
A
7
5
7
N
O OA,-D
PERIMETER FASTENERS:
1. TYPICAL INSTALLATION INTO
CONCRETE AND STEEL FRAME.
2500 PSI CONCRETE O SILL)
1 3/4" 2. FIRST ANCHORIS' 2" FROM EDGE
OF VERTICAL. EACH ADDITIONAL
FASTENER IS AT REOUIRED MIN.
SPACING.
LOCATE AS SHOWN:
01/4" X 11/2 TEK SCREW
TYP. O STEEL.
i
N
o
cLOCATE (1) O MIDPOINT:
01/4" % 1 1/2" TEK SCREW rcCTYP. O STEEL.
O LOCATE (1) O MIDPOINT:
u im
r.
01/4" X 2 1/2" TAPCON TYP.
O CONCRETE. 1 3/4' MIN.
EMBEDMENT.
LOCATE AS SHOWN:
01/4" % 2 1/2" TAPCON TYP.
O CONCRETE. 3" MIN. SPACING
WITH 1 3/4" MIN. EMBEDMENT.
TYPICAL ELEVATION
HEAVY ALUMINUM
MULLION
NOTES:
1. HORIZONTAL MULLION (DETAIL 2/7) IS OPTIONAL AT ANY LOCATION IN ANY BAY
2. D.L.O. = DAYLIGHT OPENING
3. SEE NS213, MS380 & WS500 DOOR PRODUCT APPROVALS
4. GLASS SIZE = D.L.O. + 5/8"
TEST PARAMETERS:
1. DESIGN PRESSURE = +/-60 PSF 0 0-4" 2'-8" 5'-4"
2. AIR TEST AT 5.24 PSF
3. NATER TEST AT 15 PSF SCALE: 3/8" = 1-0"
4. MAXIMUM DEFLECTION = L/175 OR .549"
z:""r'
1335 \hast Cass Street
i 31506Tampa, FIoF:cI,
FT
1i191Eltgi;rur _-
FI, regishzli n [11.38558
PRODUCT
1_.-- 12/29/2005
FLrnoDxIr•LDn Arrxovnl
auxlxc rm.
FL200-FPA
ALL :"' 2 OF 15
LOCATE (1) A MIDPOINT'.
al/4' X 1 1/2" TEK SCREW
e STEEL.
LOCATE (I) U :11UPOP:I:
Al/4" X 2 1/2" TAPCON TYP
CONCRETE, 1 3/4" MIN.
EMBEDMENT,
NnrnTE LENGTH
N r
I J/-••
n
4G I/:"
I 3/4•'
46 1/4"
49' MAX.
wuiVrr
si
rrc rm.
l
46. 1/•1"
1 3/4"
I
I
I , I
LOCATE (1) ® MIDPOINT:
01/4" X 1 1/2- TEK SCREW
u
s
o - aAS
o
c
V iuj
I
SYMBOL DENOTES
STEEL REINFORCEMENT
DETAILED
1 4
I
5
14I
j
I
LOCATE (1) AA MIDPOINT:
I
3 a -
E CONCRETE. 13/4" MIN.
PERIMETER FASTENERS:
1. TYPICAL INSTALLATION INTO
CONCRETE AND STEEL FRAME.
2500 PSI CONCRETE b SILL)
1 3/4^ 2. FIRST ANCHOR IS 2" FROM EDGE
OF VERTICAL. EACH ADDITIONAL
FASTENER IS AT REQUIRED MIN,
SPACING.
LOCATE. AS SHOWN'
0I/4" X 11/2' TEN SCREW
TYP. ® STEEL
i
TYPICAL ELEVATION
STANDARD ALUMINUM
MULLION WITH STEEL
LONG SPAN -
NOTES:
1. HORIZONTAL MULLION (DETAIL 2/7) IS OPTIONAL AT .ANY LOCATION IN ANY BAY
2. D.L.O. = DAYLIGHT OPENING
3. SEE NS213, MS380 & WS500 DOOR PRODUCT APPROVALS
4. CLASS SIZE = D.L.O. + 5/8"
TEST PARAMETERS:
1. DESIGN PRESSURE = +60/-50 PSF 0 1'-4" 2'-8" 5'-4"
2. MAXIMUM DEFLECTION = .686"
SCALE:3/$" — 1'-0"
LOCATE AS SHOWN:
m1/4 X 2 1/2' TAPCON TYP.
CONCRETE. 3" MIN, SPAC114C
WITH 1 3/4' MIN. EMBEDMENT.
1335 VVest (:ass •Street
Tampa, Floriva K -06
ElizabM j A. Nraad.vay; P.E.
Pru :_ anal Engineer
FL Registration No. 35558
DRAWINGS FOR
FLORIDA
PRODUCT APPROVAL
I- - 12/29/2005 I
FLORIDA APPROVAL
wuwllc na.
FL200-FPA
3 OF 15
LOCATE (1) ® MIDPOINT:
01/4" X 1 1/2- TEK SCREW
c
V iujTYP. ® STEEL.
t d
LOCATE (1) AA MIDPOINT:
ym
el/4" X 2 1/2' TAPCON TYP.
E CONCRETE. 13/4" MIN.
EMBEDMENT.
i
TYPICAL ELEVATION
STANDARD ALUMINUM
MULLION WITH STEEL
LONG SPAN -
NOTES:
1. HORIZONTAL MULLION (DETAIL 2/7) IS OPTIONAL AT .ANY LOCATION IN ANY BAY
2. D.L.O. = DAYLIGHT OPENING
3. SEE NS213, MS380 & WS500 DOOR PRODUCT APPROVALS
4. CLASS SIZE = D.L.O. + 5/8"
TEST PARAMETERS:
1. DESIGN PRESSURE = +60/-50 PSF 0 1'-4" 2'-8" 5'-4"
2. MAXIMUM DEFLECTION = .686"
SCALE:3/$" — 1'-0"
LOCATE AS SHOWN:
m1/4 X 2 1/2' TAPCON TYP.
CONCRETE. 3" MIN, SPAC114C
WITH 1 3/4' MIN. EMBEDMENT.
1335 VVest (:ass •Street
Tampa, Floriva K -06
ElizabM j A. Nraad.vay; P.E.
Pru :_ anal Engineer
FL Registration No. 35558
DRAWINGS FOR
FLORIDA
PRODUCT APPROVAL
I- - 12/29/2005 I
FLORIDA APPROVAL
wuwllc na.
FL200-FPA
3 OF 15
oLn
2Q
mF
cNN
mNO
N
m
N
LDCATE (1) C$ MIDPOINT:
pi/4" X t 1/2"' TEK SCREW TV
ry STEEL.
LOCATE (1) C MIDP01NT'.
NI/4" X 2 1/2" TAPCON TYP
CONCRETE. 1 3/4" MIN.
EMBEDMENT.
INF -TE LENGTH
r r
13/4" 46 1/4"
1 3/4.._
16 T/
4X — r.uw oe ;!A
e
46 1/4"
I 3/4..
i l
1- TYPICAL INSTALLATION INTO
2
9
5
CONCRETE AND .STEEL FRAME.
2500 PSI CONCRETE B SILL)
1 3/4- 2 FIRST ANCHOR IS 2" FROM EDGE
OF VERTICAL. EACH ADDITIONAL
FASTENER 15 AT REQUIRED MIN.
1—
AC 3 / CA
TYPICAL ELEVATION
STANDARD ALUMINUM
MULLION (INTERIOR GLAZE)
SHORT SPAN
NOTE`_;:
1, HORIZONTAL MULLION (DETAIL 2/8), IS OPTIONAL AT ANY LOCATION IN ANY BAY
2.D.LLO- = DAYLIGHT OPENING _
3. SEE NS213, MS380 & WS500 DOOR PRODUCT APPROVALS
I. CLASS SIZE = D.L.O. + 5/8"
TST PARAMETERS:
1 DESIGN PRESSURE = +/-40 PSF
2. AIR TEST AT 6.24 PSF
3. WATER TEST AT 15 PSF
MAXIMUM DEFLECTION = L/175 OR .549
0 1' 4' 2'—B' 5'-4"
SCALE 3/8" = 1'-0"
LOCATE AS SHOVM:
01/4 X 2 1/2" TAPCON TYP,
CONCRETE. 3" MIN. SPACING
WITH 1 3/4-. MIN. EMBEDMENT.
8P.0A1761/AY E G!A10EP.!A10
1335 West Cass Street
E Tampa, Florida 33606
Flo 1al u I i.er
j/I o%G
FL f,ei llahml Nu. 33558
APPROVAL
1--- 12/29/2005 1
FLORIDA APPROVAL
IRAM'INC ND.
FL200-FPA
4 OF 15
PERIMETER FASTENERS:
1- TYPICAL INSTALLATION INTO
CONCRETE AND .STEEL FRAME.
2500 PSI CONCRETE B SILL)
1 3/4- 2 FIRST ANCHOR IS 2" FROM EDGE
OF VERTICAL. EACH ADDITIONAL
FASTENER 15 AT REQUIRED MIN.
SPACING,
INTLOCATESHOWN;
S 11/2'1/2" AI/4" X 1 TEK SCREW
TYP. ®-STEEL
1
n
8
LOCATE (1) 0 MIDPOINT-
A114." X 1 1/2" TEK SCREW
TYP, STEEL. w
LOCATE (1) 4 MIDPOINT:
z Sw
01/4- X 2 1/2" TAPCON TYP.
@ CONCRETE. 1 3/4" LAIN.
EMBEDMENT.
0 1' 4' 2'—B' 5'-4"
SCALE 3/8" = 1'-0"
LOCATE AS SHOVM:
01/4 X 2 1/2" TAPCON TYP,
CONCRETE. 3" MIN. SPACING
WITH 1 3/4-. MIN. EMBEDMENT.
8P.0A1761/AY E G!A10EP.!A10
1335 West Cass Street
E Tampa, Florida 33606
Flo 1al u I i.er
j/I o%G
FL f,ei llahml Nu. 33558
APPROVAL
1--- 12/29/2005 1
FLORIDA APPROVAL
IRAM'INC ND.
FL200-FPA
4 OF 15
INFINITE: LENGTH.-
r r.
1 3/4"46
I 3/4"3 4'
46 1/4'.:{
oe..r u
46 1/4'
T LOCATE AS SHOWN;
1/2" TEK SCREW
qmt,"
Jn
t a 8
CA) C3 C
PERIMETER FASTENERS.
I. TYPICAL INSTALLATION INTO
C ONCREfE AND STEEL FRAME.
12500 PSI CONCRETE 0 SILL)
I 3/4^ 2, FIRST ANCHOR IS 2". FROM EOGL
OF VERTICAL. EACH ADDITIONAL
FASTENER IS AT REWIRED MIN.
SPACING.
3
S
T LOCATE AS SHOWN;
1/2" TEK SCREW
qmt,"
JnNI/4" % 1
ttP. ® STEEL.
a 8
K u
R
s
LOCATE A5SHOWN:
1/4" X 2 1/2 TAPCON TYP.
F: CONCRETE. 3" MIN. SPACING
WITH 1 3/4" MIN, UIBEOMENT,
TYPICAL ELEVATION
LIGHT ALUMINUM
MULLION
SHORT SPAN -
NOTES:
1. HORIZONTAL MULLION (DETAIL 2/7) IS OPTIONAL AT ANY LOCATION IN ANY DAY
2. D.L.C. = DAYLIGHT OPENING
3. SEE NS213, MS380 & WS500 DOOR PRODUCT APPROVALS
4. GLASS SIZE = D L.O. + 5/8"
TEST PARAMETERS:
1. DESIGN PRESSURE = +/-60 PS= 0 1'-4' l2'-8" 5'-4"
2. MAXIMUM DEFLECTION = .41'I
SCALE:3%8" = 1'-0"
sa.a c4 rc , , :,r
r' 1335 West G &s; S _ :et
Tamm, Flor'da c' 6
ClhaA elldi a,,FE.
r'1
rbrL ,
o I R II1 CI
ft R ?!"tr,T m fla.3E55H FLORIDA
PRODUCT
12/29/2005
Paws o
FLORIDA APPROVAL
FL200-FPA
AL
s"-
5 OF 15
123 1/2
r1
INFINITE
93 1/2.. INFINITE
a' 73 3/4.
Y 45-, 43 3/4.. -
MAX. MULLION SPACING MAX, MULLION SPACING
L
MAX. MULLION :SPACING MAX. MULLION SPACING
46 I/<.
72" 1 3/4" b6 t/4*'
MAX, D.O. MAX. 00.
1 MAXI D.L.O. e MAIIX. D.L.O.
Ii
lot
IT
O TRANSO!.I
I1 I Jl.MB O HALL / ISTE
LL
I
Y /
DTEEL REINF/
2 (STEEL RE IJF. ri 2
NOT RED'D) A / NOT eEO'D,5
Ir--- VIII\•
rT -
A S
II.
9 ,IIIIIII
O O D
I II II III DER
s II I
DPP.
III VIII 11 1 ,AMD o r L IN1E M
DPP
DPP.
Al .
Ili f 0 III No // II II
VIII I:I
DENOTII '
SY1,180L DENOTES
9S
STEEL REINFORCEMENT \ 1 / 3 S1
EELSYMREINFORCEME0l
ENT /
AS DETAILED ) I
10
AS DETAILED 10
I II 111
JAYD 1 1.1ALL I Ma K. V,ALL
SIEEL R \l (
STEEL
REINFOA. 3 ` \ III ' , / I IJ OT REO'D.) 3 I
YY' '
I NOT REO'D.)
30 9/'16"
3
41 --
DLO.
jll— -
SHOWN
R.H, OPP.
TYPICAL ELEVATIONS
WITH DOORS
LONG SPAN -
NO; ES:
I . SEE SHEETS 13, 14, AND 15 FOR PERIMETER FASTENER SCHEDULE AND LOCATIONS FOR ELEVATIONS WITH DOORS
2. D.L.O. - DAYLIGHT OPENING; D.O. = DOOR OPENING
3. DOORS ARE SHOWN ON SEPERATE SUBMISSION: SEE NS213, MS380 & WS500 DOOR PRODUCT APPROVALS
TEST PARAMETERS:
1. DESIGN PRESSURE = +/-60 PSF 0 1'-4" 2'-8' 5'-d"
SCALE 3/8"
1335 wsst cess Sn eet
Tampa, Florida 30-606
Elrzab'Lh 1. flmaLl a3y, ' •.
Prof'i la En,mter
FL f oistra lol No. 35558
OPP.
42' MAX, D.O.
MAX, D.L.O.
t
oIS
11 II A
II II 0
1 I a 3
Ip, II A o
I I i0
I
II
II
II
7—
PR.H.
u2
33Q
I L.H.
SHOWN
OPP.
A
O
Ll. Q 7 a
ozC=)
waa
w w
1" 12/29/2005 I
FLORIDA APPROVAL
DRAWINGS FOR
oPw nRc No.
FLORIDA FL200-FPA
PRODUCT APPROVAL"" 6 OF 15
STRUCTURALPERIMETER FASTENER SUBSTRATE
SEE ELEVS) (VARIES)
1(TYP. INTERIOR/
I i ^vE%TERIOP..)
TAP, JOINT
vSEALANT,)
12
1 — STANDARD HEAD
1:2
o EXTERIOR INTERIOR
i — =-{(TYP, INTERIOR/
1{ III I ` /EXTERIOR.)
TH—\ ID
O a n 22 (TYP. AT
ALL SPLINELOCATIONS.)
0'P AT EACH
END OF IMERM.
HOR2.)
2 STANDARD HORI7, MULLION
6
1.2
13
2
4
C5- M1 (CAP SEAL
ttP.)
3 — STANDARD SILL
1:2
FRAME WIDTH FRAME WIDTH —
FRAME OPENING FRAME OPENING -
4 — STANDARD VERT MULLION WITH STEEL 6 — LIGHT VERT MULLION
1:2 1:2
5 23 (NON—STRUCT.
FASTENER A PER
LENGTH BED IN
SEALANT.)
STRUCT. PERIMETER
FASTENER BED IN
SEALANT. (SEE
ELEVATIONS.)
FRAME WIDTH
FRAME OPENING -
7 — HEAVY VERT. MULLION
1:2
TYP.) _ZH J
O(CAP SEAL)
STRUCT. PERIMETER
FASTEIJERBED IN
SEALANT, (SEE
ELEVATIONS.)
Y (CAP SEAL
TYP.)
SUBSTRATE
VARIES)
TYP. INTERIOR/
EXTERIOR.)
q
e F,cOaDNJ,9YC-,JG/NEER//VG
1335 West Cass SLreat
E'"T/
MAX.
Tarnpa, Florida 33606
D.L.O. I
FRAME
3/4 SHIMSPACE
VlIOTH
rRAME OPENING
5 — STANDARD JAMB
4IPlait •Er. crer — DRAWINGS FOR
t. i'.-;€isu,fwF: Fie?. 35558 FLORIDA
PRODUCT APPROVAL
111mi
12/29/2005
MNNGREENED i8FR0vED
SCCCC JDW
RQIECT ND. FLORIDA APPROVAL
RNWJD ND.
FL200-FPA
HIM 7 OF 15
STRUCTURALPERIMETER FASTENER SUBSTRATE
SEE ELEVS) (VARIES)
YP. INTERIOR/
13
n
1 - INTERIOR GLAZE HEAD
vz
o EXTERIOR (
IIS—
n
INTERIOR
I ^ iII II —
I
I \ III,
J1
LOCATIONS.)
VAT,
ALL SPLINE ,
1
9 - INTERIOR GLAZE HORIZ MULLION
0
1.2
3 - INTERIOR GLAZE SILL
1:2
NTERIOR/
TYP. AI EACH
ENO OF INTERM.
HORIj,)
ITYP, JOINT
SEALANT.)
CAP SEAL
TYR.)
5 2A 13 ("ON_ STRCT. GFASTENER PER
LLNGTH BED IN
SEALANT.)
STRUCT, PERIMETER
FASTENER BED IN
SEALANT. (SEE
ELEVATIONS.)
FRAME WIDTH
FRAME OPENING
4 - STANDARD VERT MULLION WITHOUT STEEL
1:2
r' 1 &^•5 Vdcst C'a , cdr,'Eat
Tampa, Florid GB
o
c
06
c z
a
4 ¢
O
CIO
En
G c
O oE
t C7
Qat
O QC
c,' w d a w
w
12/29/2005
Fit
1...•»C.i^c e_.X ECT NO. APPROVALFLORIDnrraov
m VI oG, DRAWINGS FOR
FLORIDA
FL200-FPA
PRODUCT APPROVAL 8 OF 15
STRUCTURALPERIMETER FASi'nlR
SEE ELEVS) SUBSTn TE
VAPiCS)
ITR CTURAL
t \ PERIMETER FASTEWER SUBSTRaTE
II sEE EEEvsj (vnRlEs)
TYP. INTERIOR/
EXTERIOR,) _ \
A
1
1 — TRANSOM HEADER11111 LLUL
a
Q , EXTERIOR 1i2 INTERIOR i
TYP. INTERIOR/ – - --'-'----- - 1
J EXTERIOR.) _
s
F
I o
s
4 DOOR FRAME HEADER
p 1:2
En W
r
7 — TRANSOM BAR Q 3 Q
w n2 p r
sem _
Ca ,
0
opo
r,1 wrw
F '2AU t Y E.Nvri JE:'R//lrG
ii 1335 West Ca,s Street
j,
a Tarnpa, Florid. 3-160C
30
wTE 12/28/2005
TTT /
29
DPAWN OIECNED MPA WED
ghl.
7' %(`
MFLORIDA APPROVAL
A. Rr aT, REI awynnc RD.
P« n cl 1 1a/o 6 1 DRAWINGS FOR
FL200-FPA
3 — TRESHOLD
f' TIa' I Ih 3S556FLORIDA
s
1:2 PRODUCT APPROVAL 9 OF 15
d o
21
r,rl
ai\\
28
h — -
1
29 ( P9IIJT./ TYP. INi./
EXT3/32EXT:) -'i 3/32' 3/IF'
D.L.O. 3/n" 0.0. D.L.O. , 1 3/<.. 0.0. v O
FRAME WIDTH - FRAME IYNTH —
FRAME OPENING FRAME OPENING
1 — INTERM DOOR JAMB 1A — INTERM DOOR JAMB 2 MEETING STILES a
1:2 1:2 1:2
NOTE: SEE CHART 1 NOTE: SEE CHART 1 -
7, I\
g \ -
CHART 1
17
28 U vWHi
PERIMETER FASTENER. O
SEE ELEVATIONS,)
F+
C,
o
o 0
VARIES)
I '
vARIEs) w w
r - -
P. INTE..IOR/ ^
Yu1/^ih Ecll/G
29.
EXTERIOR.) '
1335 West Cass Street
3/az"
MAI--
Tenpa, Florida 33606
SPACE a E
FRAME WIDTH ,. 12/29/2005
FRAME OPENING
Ip
ortnrm OJO
6r.iW
SCC JAWJDWPR0.IECT NO.
DOOR JAMB AT
WALLFL02..
APPrtOVAL
1:2
DRAWINGS FOR oFL
uo
FLORIDA FL200-FPA
PRODUCT APPROVAL 10 OF 15
INTERM. DOOR JAMB LIMITATIONS
DESIGN.
PRESSURE
DOOR
WIDTH
WITH
STEEL
0 — 25 PSF 42" 0 —
26 — 60 PSF 42" SR102
0 — 20 PSF 72" 0 —
21 — 46 PSF 72" SR1.02
47 — 60 PSF 72" SR105
1B 10
29
r
6
37
C 21 a 21
PERII.I EVER YluIENER.
j (
SEL ELEVATIONS.)
22 (TYP-)
SODSTRATE ¢ VARIES)
m
IYP.
I t 1 t /
EXTERIOR.) l
iYP INT./ INT./ (TYP NT./ ,.
EXT.) EXT.) I Mnx. '
r -
UL. .. 1 3I'i" T 0.0. — O.;. O.—L D.O.
SPACE
FRAME WIDTH FRPME WIDTH - FRAME WIDTH
FRAME OPENING FRAME OPENING -- FRAME OPENING '
Es
4 — INTERM. TRANSOM JAMB 4A — INTERM TRANSOM JAMB 5 — TRANSOM JAMB AT WALL o
1:2 1:2 1:2 R
NOTE: SEE CHART 1/ SHEET 10 NOTE SEE CHART 1/ SHEET 10
u a
q3v Q
aQ Q
QQ
3MIOMMY, "Vol
1335 VVest CPss Sheet
Tampa, Floud:i 3J3033
Duf 12/is/zoos
DP Y/I1 CHECKED MPflDVED
MOJEOT NO. FLORIDA APPROVAL
107 - DRAWINGS FOR DMWND HD.
FLORIDA Moo -FPA
PRODUCT APPROVAL —ET 11 OF 15
STROCTUWI. PERIMETER FASTENEk SUBSTRATE
SEE ELEVS) (VARIES)
L SEALANTTYP. INTERIOR/
EXTERIOR.)
SEALANT
U (TYR, JOINT
SEALANT:)
NGTTYP_ INT/EXT)
EXTERIOR INTERIOR
1 - STANDARD HEAD
1:2
EXTERIOR INTERIOR
W191
EX FERIOR
NGTYP
FI 21
SE2
C51
E02
2 - STANDARD HORIZ. MULLION
1:2
NG 1 (TYP. INTERIOR/
EXTERIOR,)
SB2
FL20E
A51 6 (TYP. AT
ALL SPLINELOCATIONS
SEALANT
A'D200-1 (TYP. AT
EACH END
OF INTERM.
HO R12,)
INTERIOR
3 - STANDARD SILL
1:2
FL202
41931IM
SEALANTTYP. JOINT
SEALANT)
EALANTCAPSEAL
TYP.)
YWALM,
SEALANT
NON—STRUCT. FASTENER
4 PER LENGTH BED IN
SEALANT,
STRUCT. PERIMETER FASTENER
BED IN SEALATIT, (SEE
ELEVATIONS.)
GLASS SCHEDULE
GLASS
GLASS TYPE MANUFACTURER MAXIMUM DLO
MAXIMUM
SQUAREMARK
SYMBOL,
PSF MULLION
SIZE FEET
OA Y4" TEMPERED GLASS VARIES 46.25 X 92.5 29.7
OPTIONS AND LIMITATIONS
DESIGN
PRESSURE
INTERM
VERTICAL
HALL JAMB
MAX
MULLION MAX SPAN QUALIFIEDGLASS
PSF MULLION
MULLION
LENGTH
CL TO CL TYPE
80/-60 PL2TEELW/0 ST
FL201 96" 48" O
60/-50 Fl 909 W/
SR101
FL201 120"48" O
60/-60
FL204
W/0 STEEL
FL201 72" 48" OA
40/-40
FL209
W/O 'STEEL
FL201 96" 48" 01
1335 VVE)St Cas S'II Eetr
Tampa, Ficrlc!a 3, ou
R
12/29/2005
oPAwN eHecXco ,wP",T
SCC OW DW
PflWECT0.
FJ FLORIDA APPROVAL
DRAWINGS FOR
FL200-FPA
FL FLORIDA
PRODUCT APPROVAL 12 OF 15
BILL OF MATERIALS
ITEM PIN DESCRIPTION DIMENSIONS MATERIAL MANUFACTURE NOTES
1 NG1 GLAZING GASKET .197 SPACE EPDM VARIES USED ON EXT. INT..
2 S62 SETTING BLOCK 800X4 -00X.562 EPDM VARIES
3 WD200-1 WATER DEFLECTOR ' VARIABLE SPACE RIGID PVC CORAL
LOCATE ONE ATEACH END OF
INTERMEDIATE HORIZ...
a 795 JOINT/ PERIMETER SEALANT VARIABLE SPACE SILICONE TREMCO
5 CS100-1 SETTING CHAIR 797X.790X.040
6063-T6
ALUMINUM
CORAL
6063-Tfi
6 ED219-1 END DAM .750X1.938X:080 ALUMINUM
CORAL FABRICATED LENGTH 4.625"
7 FL204
LIGHT VERTICAL
MULLION/JAMB
1.75X4:5X .070 6063-T6 ALUM. CORAL
s
8 FL209
STANDARD VERTICAL 1.75X4.5X.080 6063-T6 ALUM.. CORAL
MULLION/JAMB
9 FL216 HEAVY VERTICAL MULLION 1.75 X4:5 X :190 6063-T6 ALUM. CORAL
10 FL206 HORIZONTAL MULLION 1.75X4.460X.070
6063-T6 CORAL
ALUMINUM
e
a o
11 FL203 GLASS STOP :875 X 1.918 X.050
6063-T6
CORAL
ALUMINUM
12 FL201 HEAD/WALL JAMB 1,75 X4.5 X.070
6063-T6
ALUMINUM
CORAL
13 FL202 SILL/HEAD 1.75 X4.460 X.070
6D63 -T6
ALUMINUM
CORAL
V--
w m
14 FL205 OPEN BACK POCKET FILLER .562X3.75X.062 6063•T6ALUM. CORAL
15 FL219 SUBSILL FLASHING 1.875 X4,714 X.078
6063-T6
CORAL
ALUMINUM
16 fL207
BORRHEADER/TRANSOM 1;750.X4.500 X.085 6063-T6 ALUM. CORAL DOOR JAINBATVVALL
17 DS200 DOOR STOP 500 X 1.019 X.050 6063-T6 ALUM. CORAL
18 DP200-1 PANIC STOP 1.323X.402 X.188 6063-T6 ALUM. CORAL FABRICATED LENGTH = 2.00"
19 SRiDt
10 GA. FORMED GALV. STL
REINFORCING
1.25 X4.18 X.134
GALVANIZED
STEEL
VARIES
20 SR105
1/41' FORMED GALV. STL
REINFORCING
75 X4.188 X.250
GALVANIZED
STEEL
VARIES
USED 'ATINTERMEDIATE 'DOOR
JAMB
21 AS23
ATTACH SR101/SR102 TO
MULLIONS
12-24 X 3/8" UCPHH ATTACH 12" O.C. W
U
322AS16TYPICALSPLINESCREW #14 X 1" HHSTS STEEL VARIES TYPICAL SPLINE -.SCREW
23 FASTENER FOR ATTACHING SUBSILL TO 3/1:6" X 1" PH SELF STEEL TEK
STEEL SUBSTRATE DRILLING
24 FASTENER FOR ATTACHING SUBSILL TO
CONCRETE SUBSTRATE
3/16" X2" SHWH. STEEL TAPCON
A
Qw
Q
25 FASTENER FOR ATTACHING SUBSILL TO
WOOD SUBSTRATE
3116"X2"PHSMS STEEL VARIES
Oho
W W
0]
26 AS21 ATTACH ED219-1 TO FL219 #6X3/8" XPPH STEEL ATTACH@ 12" ON CENTER
27 S85 SETTING BLOCK .625 X400X.5 EPDM VARIES
28 NGS DOOR STOP WEATHERING .125 SPACE EPDM VARIES
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9. BUILDING CURRENTLY HAS 4 WATER METERS. REMOVE 3 METERS
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10, INSTALL NEW TPO ROOF WITH SLOPE TO EXISTING ROOF DRAINS.
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CITY OF Or T 10 2018
k 4FOS,RD _PERMIT APPLICATION
BUILDING DIVISION LAApplicationNo: t B
Documented Construction Value: $ TBD AQ, ()(DO • (D
Job Address: 819 E 1st Street Suite 6 Sanford, FL 32771 Historic District: Yes No14
Parcel ID: 30-19-31-528-0000-0060 Residential Commercial x
Type of Work: New Addition x Alteration Repair Demo Change of Use Move
Description of Work: Interior Buildout
Plan Review Contact Person: Stephanie Cushman
Phone: 407-647-7445 Fax:
Name ICR Professional Center, LLC.
Street: 819 E 1st Street Suite 6
City, State Zip: Sanford, FL 32771-1467
Title: Office Manager
Email: stephanie@philcoconstruction.com
Property Owner Information
Phone: 407-878-5830
Resident of property?: Yes
Contractor Information
Name Philco Construction & Development, LLC
Street:
114 N Park Ave
City, State Zip: Sanford, F132771
Phone: 407-647-7445
Fax:
State License No.: CBC1260967
Architect/Engineer Information
Name: MCLYI r A MG 6a uGiT P C. Phone: 6 41 - "1 `& - a S
Street: 4 of Z Ca le Z Ed. LAN -Si SLu k a a ul Fax: a 41 -
City, St, Zip: Rrade.n-fin , F= L. 342- 1 O 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 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: 61 Edition (2017) Florida Building Code
NOTICE: In addition to the requirements of this permit, there maybe 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 app . ble laws regulating construction and zoning.
Signature of Owner/Agent Dae ature of Contractor/Agent Date
6A C2 i "-Z
Print Owner/Agent's Name
O 30 /
Signature of Notary-StaW of Florida Date
GREGORY LANZON
Commission # GG 36807
erM rWssion sma Known to Me or
9qJ9ber 06, 2,020 D
621Ar J g3QMf)J
Print Contractor/Agent's Name
n •rY 4
flszwcels-"F-
g
Stephanie S. Cushman
NOTARY PUBLIC
Signature of Nota -State of Florida STATE OF FLORIDA
j D 13C) P- e Comm#GG158657
Expires 11/712021
Contractor/Agent is X Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: 11- 2(-,,- 1 (6 UTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
Fire Alarm Permit: Yes []No
WASTE WATER:
BUILDING:
14-efor <J, id o. -A.
I
Brian
The total new construction was 50FU.
The demo credit came to 47.5FU.
The different is 2.5FU.
2.5 FU = 0.25 ERU
New fees:
Water impact fee 0.25 x 1343.00 = $335.75
Sewer impact fee 0.25 x 3025.00 = $756.25
The fees have been changed in the system.
Sincerely
Richard Blake
City of Sanford
Utility Engineer
Phone 407-688-5101
From: Brian Borman [mailto:brian@philcoconstruction.com]
Sent: Friday, January 25, 2019 4:34 PM
To: BLAKE, RICHARD <RICHARD.BLAKE@Sanfordfl.gov>
Subject: Re: 819 E 1st Street
Thank you Richard
Sent from my iPhone
Philco Construction & Development
Brian Borman
C: (407) 782-1871
On Jan 25, 2019, at 4:17 PM, BLAKE, RICHARD <RICHARD.BLAKE @Sanfordfl.gov> wrote:
I will check into this Monday and if there a mistake we will correct it before you pick up the
permit.
Sent from my Verizon. Samsun- Galaxy smartphone
Original message --------
From: Brian Borman <brian Aphilcoconstruction.com>
Date: 1/25/19 1:32 PM (GMT -05:00)
To: "BLAKE, RICHARD"<RICHARD.BLAKE(cr,Sanfordfl.gov>
2
r
Blanton, Deborah
From: Stephanie Cushman <stephanie@philcoconstruction.com>
Sent: Monday, January 28, 2019 2:02 PM
To: Blanton, Deborah
Subject: FW: 819 E 1 st Street
Debbie,
Not sure if you need the info below.
Thanks,
Building Relationships from the ground up"
Stephanie Cushman
Philco Construction
407) 647-7445
114 N Park Ave, Sanford FL 32771
stephanie(a Dhilcoconstruction.com
www.PhileoConstruction.com
This email is covered by the Electronic Communications Privacy Act, 18 U.S.0 2510-2521 and is privileged and
confidential. Ifyou are not the intended recipient, you are hereby notified that any retention, dissemination, distribution
or copying of this communication (including attachments) is strictly prohibited. Nott sender and delete this
communication from your system. Thank you.
From: Brian Borman
Sent: Monday, January 28, 2019 1:43 PM
To: Stephanie Cushman <stephanie@philcoconstruction.com>
Subject: FW: 819 E 1st Street
New sewer and water impact FEE'S for IC Research.
Thank you
From: BLAKE, RICHARD[mailto:RICHARD.BLAKE@Sanfordfl.gov]
Sent: Monday, January 28, 2019 1:33 PM
To: Brian Borman <brian philcoconstruction.com>
Cc: Richardson, Franklyn <Franklyn.Richardson@Sanfordfl.gov>
Subject: RE: 819 E 1st Street
1
Cc: Greg Lanzon < regAphilcoconstruction.com>, Stephanie Cushman
stephaniekphilcoconstruction.com>, dcasteel a,icresearch.net
Subject: 819 E 1st Street
Richard, Good Afternoon.
Our building permit is ready for pick up and it was just brought to our attention about the impact FEE'S
that will be associated with this project. I believe this was done by mistake, I have attached our approved
City of Sanford demo permit with the existing utilities marked up (Required by the city prior to releasing
our demo permit).
Current Building permit # BC18-004391
Our new approved plans come back in with less fixtures than before. I would assume that Mr. Casteel
should have credits left on his property and the impact FEE's were added as a mistake. Please let me
know at your earliest convenience as our client is eager to begin his project.
Thank you very much Richard,
Building Relationships from the ground up"
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PIFf
5r4 u ;yriur e
Ci" 1960
Brian A Borman
President
Philco Construction
CBC1260967
C: (407) 782-18710: (407) 647-7445
114 N Park Ave, Sanford FL 32771
Brian(a,PhilcoConstruction.com
www.PhileoConstruction.com
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Building Owner:
ICR Professional Center, LLC
819 E 1 st Street Suite 6
Sanford, FL 32771
Building Name:
IC Research
819 E 1st Street
Sanford, FL 32771
Approved Roofing Contractor:
CORE ROOFING SYSTEMS INC
7625 CURRENCY DRIVE
ORLANDO, FL 32809
Peak Advantage Guarantee
E a { K Johns Manville
ADVANIAGE
Guarantee Number:
Expiration Date:
Job Name:
Date of Completion:
Terms & Maximum Monetary Obligation to Maintain a Watertight Roofing System.
Years: 15 Year No Dollar Limit
Coverage:
The components of the Roofing System covered by this Guarantee are:
Total Squares: 79
BNT148020060
June 10, 2034
IC Research Roof Project
June 10, 2019
Membrane Insulation Type
Sec. Scis. RoofType Sec. La er 1 Layer 2 La er 3 Cover Board
1 1 79 1 TPO I ST6RM I ENRGY 3
Accessories: Type Product Name Quantity
Expand -0 -Flash (1) Style: lin. ft.
Expand -O -Flash (2) Style_ lin. ft.
Expand -O -Flash (3) Style: lin. ft.
Fascia Style: lin. ft_
Copings Style: lin. ft.
Drains (1) Style: ea.
Vents Style: ea.
These Johns Manville Guaranteed components are referred to above as the 'Roofing System' and ALL OTHER COMPONENTS OF THE OWNER'S BUILDING ARE EXCLUDED
FROM THE TERMS OF THIS GUARANTEE, including any amendments thereto.
Johns Manville' guarantees to the original Building Owner that during the Term commenting with the Date of Completion (as defined above), JM will pay for the materials and labor
reasonably required in Johns Manville's sole and absolute discretion to repair the Roofing System to return it to a watertight condition I leaks occur due to: ordinary wear and tear, or
deficiencies in any or all of the Johns Manville component materials of the Roofing System, or workmanship deficiencies only to the extent they arise solely out of the application of the
Roofing System. Non -leaking blisters are specifically excluded from coverage. Should any investigation or inspection reveal the cause of a reported leak to be outside the scope of
coverage under this Guarantee, then all such investigation and inspection costs shag be borne solely by the Building Owner.
All 5 pages must be present for guarantee number BNT148020060 to be valid Page 1 of 5
WHAT TO DO IF YOUR ROOF LEAKS
If you should have a roof leak please refer to directions on the reverse side.
LIMITATIONS AND EXCLUSIONS
This Guarantee is not a maintenance agreement or an insurance policy; therefore, routine inspections and maintenance are the Building Owner's sole responsibility (see reverse side of
this document). This Guarantee does not obligate JM to repair or replace the Roofing System, or any part of the Roofing System, for leaks or appearance issues resulting, in whole or in part,
from one or more of the following (a) natural disasters including but not limited to the direct or indirect effect of lightning, flood, hail stone, earthquake, tornados, hurricanes or other
extraordinary natural occurrences and/or wind speeds in excess of 55 mites per hour, (b) misuse, abuse, neglect or negligence; (c) installation or material failures other than those involving the
component materials expressly defined above as the Roofing System or exposure of the Roofing System components to damaging substances such as oil, fertilizers, or solvents or to
damaging conditions such as vermin; (d) any and all 17 changes, alterations, repairs to the Roofing System, including, but not limited to, structures, penetrations, fixtures or utilities (including
vegetative and solar overlays) based upon or through the Roofing System as well as any CiQ changes to the Building's usage that are not pre -approved in writing by JM; (e) failure of the
Building substrate (mechanical, structural, or otherwise and whether resulting from Building movement, design defects or other causes) or improper drainage; (f) defects in or faulty(improper
design, specification construction or engineering of the Building or any area over which the Roofing System is installed; (g) defects in or fautlyfimproper arnhitectu ml, engineefifg or design
flaws of the Roofing System or Budding, inducting, but not limited to, design issues arising out of improper climate or building code compliance; or (h) in instances of a recover project, Johns
Manville is not responsible for the performance of pre-existing materials that predated the recover. Instead, Johns Manville's sole responsibility in recover systems where JM materials are
adhered to existing materials is limited to the installed recover JM Roofing materials up to the wind speed listed herein. Guarantee coverage is limited to replacing recover JM Roofing materials
only (and not the pre-existing materials — which is the Owner's responsibility) as required to return the roofing system to a waterfight condition due to a claim covered under the terms and
conditions herein. Johns Manville is not responsible for leaks, injuries or damages resulting from any water entry from any portion of the Building structure riot a partof the Roofing System,
including, but not limited to, deterioration of the roofing substrate, wags, mortar joints, HVAC units and all other non -Johns Manville materials and metal components. Moreover, the Budding
Owner is solely and absolutely responsible for any removal and/or replacement of any overburdens, super -strata or overlays, in any forth whatsoever, as reasonably necessary to expose the
Roofing System for inspection and/or repair.
This Guarantee becomes effective when (1) it is delivered to Owner; and (2) all bigs for installation, materials, and services have been paid in frill to the Approved Roofing contractor and to JM.
Until that time, this Guarantee is not in force, has no effect — and JM is under no obligation whatsoever to perform any services/work
The Parties agree that any controversy or claims relating to this Guarantee shall be first submitted to mediation under the Construction Industry Arbitration and Mediation Rules of the American
Arbitration Association (Regular Track Procedures) or to such other mediation arrangement as the parties mutually agree. No court or other tribunal shall have jurisdiction until the mediation is
completed. In any action or proceeding brought against the Building Owner to enforce ft Guarantee or to collect costs due hereunder, Johns Manville shall be entitled to recover its
reasonable costs, expenses and fees (including expert witness' fees) incurred in any such action or proceeding, including, without limitation, attorneys' fees and expenses, and the Building
Owner shag pay it.
TO THE FULLEST EXTENT PERMITTED BY LAW, JM DISCLAIMS ANY IMPLIED WARRANTY, INCLUDING THE WARRANTY OF MERCHANTABILITY AND THE WARRANTY OF
FITNESS FOR A PARTICULAR PURPOSE, AND LIMITS SUCH WARRANTY TO THE DURATION AND TO THE EXTENT OF THE EXPRESS WARRANTY CONTAINED IN THIS
GUARANTEE.
THE EXCLUSIVE RESPONSIBILITY AND LIABILITY OF JM UNDER THIS GUARANTEE IS TO MAKE REPAIRS NECESSARY TO MAINTAIN THE ROOFING SYSTEM IN A WATERTIGHT
CONDITION IN ACCORDANCE WITH THE OBLIGATIONS OF JM UNDER THIS GUARANTEE. JM AND ITS AFFILIATES WILL NOT BE LIABLE FOR ANY INCIDENTAL OR
CONSEQUENTIAL DAMAGES TO THE BUILDING STRUCTURE (UPON WHICH THE ROOFING SYSTEM IS AFFIXED) OR ITS CONTENTS AND OR OCCUPANTS, LOSS OF TIME OR
PROFITS OR ANY INCONVENIENCE, INJURY. JM SHALL NOT BE LIABLE FOR ANY CLAIM MADE AGAINST THE BUILDING OWNER BY ANY THIRD PARTY AND THE BUILDING
OWNER SHALL INDEMNIFY AND DEFEND JM AGAINST ANY CLAIM BROUGHT BY ANY THIRD PARTY AGAINST JM RELATING TO OR ARISING OUT OF THE ROOFING SYSTEM OR
JM'S OBLIGATIONS UNDER THIS GUARANTEE. JM AND ITS AFFILIATES SHALL NOT BE LIABLE FOR ANY DAMAGES WHICH ARE BASED UPON NEGLIGENCE, BREACH OF
WARRANTY, STRICT LIABILITY OR ANY OTHER THEORY OF LIABILITY OTHER THAN THE EXCLUSIVE LIABILITY SET FORTH IN THIS GUARANTEE. THIS GUARANTEE DOES NOT
COVER, AND EXPLICITLY EXCLUDES, ANY AND ALL INJURIES, CLAIMS AND/OR DAMAGES RESULTING, IN WHOLE OR IN PART, FROM ANY WATER ENTRY FROM ANY PORTION
OF THE BUILDING STRUCTURE INCLUDING, BUT NOT LIMITED TO, THE ROOFING SYSTEM.
No one is authorized to change, alter, or modify the provision of this Guarantee other than the Manager, Guarantee Services or authorized delegate. JM's delay or failure in enforcing the terms
and conditions contained in this Guarantee shall not operate as a waiver of such terms and conditions. This Guarantee is solely for the benefit of the Budding Owner identified above and
Building Owner's rights hereunder are not assignable. Upon sale or other transfer of the Budding, Budding Owner may request transfer of this Guarantee to the new owner, and JM may transfer
this Guarantee, in its sole and absolute discretion only after receiving satisfactory information and payment of a transfer fee, which must be paid no later than 30 days after the date of Budding
ownership transfer.
In the event JM pays for repairs which are required due to the ads or omissions of others, JM shall be subrogated to all rights of recovery of the Building Owner to the extent of Vee amount of
the repairs -
Because JM does not practice Engineering or Architecture, neither the issuance of this Guarantee nor any review of the Building's construction or inspection of roof plans (or the Building's roof
deck) by JM representatives shall constitute any warranty by JM of such plans, specifications, and construction or in any way constitute an extension of the terms and conditions of this
Guarantee. Any roof inspections are solely for the benefit of JM.
JM does not supervise nor is ft responsible for a roofing contractors work except to the extent stated herein, and roofing contractors are not agents of JM.
JOHNS MANVILLE CJMJ is a Delaware corporation with its principal mailing address at P.O. Box 5108, Denver, Colorado 80217-5108.
By: Joseph Smith
Title: President Roofing Systems
All 5 pages n3ust be present for guarantee number BNT148020060 to be valid Page 2 of 5
None
Addendum(s)
All 5 pages must be present for guarantee mtmber BNT148020060 to be valid Page 3 of 5
Maintenance Program
The following Maintenance Program is recommended and should be implemented and followed:
Building Owner must notify JM Guarantee Services Unit (see below) immediately upon discovery of the leak and in no event later than ten
10) days atter initial discovery of the leak, time being of the essence. Failure of the Building Owner to provide timely notice to JM Guarantee
Services of any leak is a material ground for termination of the Guarantee.
In response to timely notice, JM will arrange to inspect the Roofing System, and
i) If, in JM's sole and absolute opinion, the leak(s) isiare the responsibility of JM under this Guarantee (see Limitations and
Exclusions), then JM will take prompt appropriate action to return the Roofing system to a watertight condition, or
ii) If, in JM's sole and absolute opinion, the leak(s) Ware not the responsibility of JM under this Guarantee, then JM will advise the
Building Owner within a reasonable time of the minimum repairs that JM believes are required to return the Roofing System to a
watertight condition. If the Building Owner, at his expense, promptly and timely makes such repairs to the Roofing System (time
being of the essence) then this Guarantee will remain in effect for the unexpired portion of its Term. Failure to make any of these
repairs in a timely and reasonable fashion will void any further obligation of JM under this Guarantee as to the damaged portion of
the Roofing System as well as any other areas of the Roofing System impacted by such failure.
In the event an emergency condition exists which requires immediate repair to avoid damage to the Building, its contents or occupants, then
Building Owner may make reasonable, essential temporary repairs. JM will reimburse Building Owner for those reasonable repair expenses
only to the extent such expenses would have been the responsibility of JM under the Guarantee.
There are a number of items not covered by this Guarantee that are the sole, exclusive responsibility of the Building Owner. In order to ensure that
your new roof will continue to perform its function and to continue JM's obligations under the Guarantee, you should examine and maintain these
items on a regular basis. All damage or leak investigation findings that are the direct result of non -covered maintenance items are the sole
responsibility of the owner.
Maintain a file for your records on this Roofing System, including, but not limited to, this Guarantee, invoices, and subsequent logs of all
inspections performed and repairs that are made to the Roofing System.
Inspect your Roofing System at least semiannually. This is best done in the spring, after the Roofing System has been exposed to the harsh
winter conditions, and, in the Fall after a long hot summer. It is also a good idea to examine the Roofing System for damage after severe
weather conditions such as hailstorms, heavy rains, high winds, etc.
Since these types of Roofing Systems typically have a low slope, they are easily examined. However, care must be taken to prevent falling
and other accidents. JM expressly disclaims and assumes no liability for any inspections performed on the Roofing System.
When checking the Roofing System:
Remove any debris such as leaves, small branches, dirt, rocks, etc. that have accumulated.
Clean gutters, down spouts, drains and the surrounding areas. Make certain they allow water to flow off the Roofing System. Positive
drainage is essential_
Examine all metal flashings and valleys for rust and damage that may have been caused by wind or traffic on the Roofing System, and make
certain they are well attached and sealed. Any damaged, loose, or poorly sealed materials must be repaired by a JM Approved Roofing
Contractor only.
Examine the areas that abut the Roofing System. Damaged masonry, poorly mounted counter flashing, loose caulking, bad mortar joints, and
any loose stone or tile coping can appear to be a membrane leak. Have these items repaired by a JM Approved Roofing Contractor if found to
be defective.
Examine the edges of the Roofing System_ Wind damage often occurs in these areas. Materials that have been lifted by the wind need to be
corrected by a JM Approved Roofing Contractor.
Examine any roof top equipment such as air conditioners, evaporative coolers, antennas, etc. Make certain they do not move excessively or
cause a roof problem by leaking materials onto the Roofing System.
Check the building exterior for settlement or movement. Structural movement can cause cracks and other problems which in tum may lead to
leaks in your Roofing System_
Examine protective coatings; any cracked, flaking, or blistered areas must be recoated.
Protecting your Investment:
Avoid unnecessary roof top traffic.
If you allow equipment servicemen. to go onto the Roofing System, advise them to be careful. Dropped tools, heavy equipment, etc. can
damage the membrane. Log all such trips to the Roofing System.
Do not allow service personnel to make penetrations into the Roofing System; these are to be made only by a JM Approved Roofing
Contractor.
All the terms and conditions of this Guarantee shall be construed under the internal law of the state of Colorado without regard to its conflicts of law
principles. Invalidity or unenforceability of any provisions herein shall not affect the validity or enforceability of any other provision which shall
remain in full force and effect to the extent the main intent of the document is preserved.
This form is not to be copied or reproduced in any manner. This Guarantee is valid only in the United States of America.
All 5 pages must be present for guarantee number BNT148020060 to be valid Page 4 of 5
Guarantee Services Mailing Address: Shipping Address:
800) 922-5922 Johns Manville Johns Manville
E-mail: gsu@jm.com Guarantee Services Guarantee Services
www.*m.com/roofing P.O_ Box 625001 10100 West Ute Avenue
Littleton, CO 80162-5001 Littleton, CO 80127
All 5 pages must be present for guarantee number BNT148020060 to be valid Page 5 of 5