HomeMy WebLinkAbout3622 Crawley Down Lp Impact stmtCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT I - /-K+l
STATEMENT NUMBER: 18100002
BUILDING APPLICATION #: 18-10000292
BUILDING PERMIT NUMBER: 18-10000292
DATE: March 21, 2018 GD
UNIT ADDRESS: CRAWLEY DOWN LOOP 3622 17-20-31-5VC-0000-0450
TRAFFIC ZOPJURISDICTION: TW:
SEC: TWPRNG: SUF: PARCEL: V SUBDIVISION: TRACT:
PLAT BOOK:
PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME:
ADDRESS: APPLICANT
NAME:
NVR INC. DBA RYAN HOMES ADDRESS: 4307
VINELAND ROAD SUITE H-20 ORLANDO FL 32811 LAND USE:
SINGLE FAMILY RESIDENCE TYPE USE:
WORK DESCRIPTION:
CITY-SANFORD SPECIAL NOTES:
3622 CRAWLEY DOWN LOOP / KENSINGTON RESERVE / SFR
FEE BENEFIT
RATE UNIT CALC UNIT TOTAL DUE TYPE DISTSCHEDRATEUNITSTYPEROADS-ARTERIALS
CO -WIDE ORD Single Family
Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS
N/A Single Family
Housing .00 1.000 dwl unit FIRE RESCUE
N/A 00 LIBRARY
CO -
WIDE ORD 00 Single
Family
Housing 54.00 SCU90LS 1.
000 dwl unit 54.00 CO -WIDEORDFamilyHousing
5,000.00 1.000 dwl unit 5,000.00 PARKSgle LAWENFORCE
N/A 00 DRAINAGE
N/
A 00 AMOUNT
DUE
5,759.00 PERSONS ARE
ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY
ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF
A BUILDING PERMIT. PERSONS ARE
ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL
THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE
EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OFTHEDATEABOVEBUTNOLATERTHANCERTIFICATEOF
OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST OPIESEET
THEOF RULESECGOVERNINGSOF
THE APPEALS MAYNTY LAND
BE PICKED UP,
ORENT REQUESTED, FROM THEBUSINESS
OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771;
407-665-7356. PAYMENT SHOULD BE
MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101
EAST FIRST
STREET SANFORD, FL 32771
PAYMENT SHOULD BE
BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING
PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS
NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60
CALENDAR DAYS FROM THE DATE ABOVE I V
THIS INSTRUMENT PREPARED BY:
Name: NVR Inc. dba Ryan Homes
Address: 4307 Vineland Rd, Suite H-20
Orlando FL 32811
NOTICE OF COMMENCEMENT
Permit Number: 18-1547
Parcel ID Number: 17-20-31-5VC-0000-0450
Illllllllllilllll Illlllllllillll IIII IIII
GRANT MALOY SEMINOLE COUNTY
CLERK OF CIRCUIT COURT 6 COMPTROLLER
8K 9145 I•'s 410 (1P9s)
CLERK'S 2018062918
RECORDED 06/04/2013 01:24:28 PM
RECORDING FEES $10.00
RECORDED BY deckenro
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided In this Notice of Commencement.
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
Lot # 45 of Kensington Reserve 3622 Crawley Down Loop
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of Single Family Home Residential
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811
Interest in property:
Fee Simple Title Holder (if other than owner listed above) Name: NA
Address:
4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number. 407-692-9820
619 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811
S. SURETY (If applicable, a copy of the payment bond Is attached): Name, NA
Address: Amount of Bond:
6. LENDER: Name: Phone Number:
Address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Kim Kaminer Phone Number. 407-692-9820
Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811
8. In addition, Owner designates of
to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Kim Kaminer Assistant Secretary
Signature of Owrf3r cl Lessee, or owner's or Lessee's
Autho lzeO /D1rector/PaMer/Manage0
Print Nome and Provide Signatory's Tit e/011ice)
Y.
state of Florida County of Orange I I
2
The foregoing instrument was acknowledged before me this day of
by Kim Kaminer Who Is personally known to me EXOR
va
a "E: o
a
Name or person making statement
who has produced Identification 0 type of Identification produced: z o19
CC Z
I 'w TRACY LEIGH MCDONALD o o
MY COMMISSION a FFg25012
W
rJ d W
EXPIRES October 06. 2019 Notary Signature s= O O p
r•.l,,r F1onoallo:0'vSr'vrc0 con, s+- x v Z
cpr W
VlJ4Vf
REQUEST FOR TUG & PREPOWER -AGREEMENT
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Dater Li1 Z Project
Name: Kensington Reserve Project
Address: '3 V Z2-16L,5n LAO Building
Permit #:_ t1E<11 5 Fl Electrical Permit # In
consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand
the following: 1.
This Tug/Pre-power application is valid only for one -and two-family dwellings. 2.
The facility will not be occupied until a certificate of occupancy has been issued. 3.
If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been
issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without
notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction
will not be responsible for any damages or costs which may result from the exercise of such right.
Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and
individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney'
s fees. 4.
Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area
designated for pre -power shall be complete and in safe order. All electrical services associated with the area
will be 100% complete unless specifically approved by the electrical inspector. 5.
Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the
panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor
or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing
circuits other than those that are safe. 6.
This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7.
If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8.
TUG approval is for service and outside GFCI outlets only. 9.
Check with the local jurisdiction for fees associated with tugs. Robert
Lattanzi - Ryan Homes Print
Name f Owne /Ten Signature
of er/Tenant JURISDICTION
EMPLOYEE NAME: Robert
Lattanzi - Ryan Homes Print
Nam en. Co tra Signature
of Gen. Contractor CBC1257565
Gen.
Contractor License # Scott
L Easterbrook - Palmer Electric Print
Name of El. Contractor Signature
of El. Contractor EC0003096
El.
Contractor License # JURISDICTION:
CALLED
INTO: o Progress Energy o Florida Power and Light on / Rev.
02/10/15)
CITY OF Lt
MAR Z ] 018 BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 500415 L1141 194q o0
Job Address: 3622 Crawley Down Loop Historic District: Yes No 9
Parcel ID: 17-20-31-5VC-0000-0450 Residential X Commercial
Type of Work: NewEA Addition Alteration Repair Demo Change of Use Move Description
of Work: New Single Family Residence Plan
Review Contact Person: Tracy McDonald Title: Production Admin Phone:
407-692-9831 Fax: Email: trmcdona@nvrinc.com Property
Owner Information Name
NVR INC. dba Ryan Homes Phone: 407-692-9831 Street:
4307 Vineland Rd #H20 Resident of property? City,
State Zip: Orlando FL 32811 Contractor
Information Name
NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street:
4307 Vineland Rd # H-20 Fax: 407-692-9821 City,
State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/
Engineer Information Name:
AB Design Phone: 407-774-6078 Street:
1441 N Ronald Reagan Blvd Fax: City,
St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding
Company: N/A Mortgage Lender: N/A Address:
Address: WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR n
PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE V
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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised.
June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
3/21 /2018
signatur gent Date
Tracy McDonald
Print Owner/Agent's Name
df_
3/21 /2018
Signature of Notary -State of Florida Date
ao
ter PLO, MEAGm LYNNE FOWLER
MY COMMISSION # GG 063253
EXPIRES: January 17.2021hr>
eo
P
Bonded Thru Budget NOW Services
3/21 /2018
Date
Tracy McDonald
Print Contractor/Agent's Name
f
3/21 /2018
Signature of Notary -State of Flonda Date
S't Poe MEAGAN LYNNE FOWLER
MY COMMISSION # GG 063253
EXPIRES: January 17, 2021
Bonded Thru Budget Notary SeMm
Owner/Agent is x Personally Known to Me or Contractor/Agent is x Personally Known to Me or
Produced ID Type of ID Produced ID Type of 1D
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building [;' Electrical Er Mechanical Q Plumbing® Gas[] Roof
Construction Type: Jf Occupancy Use: Flood Zone:
Q
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: 2-
New Construction: Electric - # of Amps ZM Plumbing - # of Fixtures 211
Fire Sprinkler Permit: Yes No [R # of Heads
APPROVALS: ZONING: UTILITIES:
COMMENTS:
ENGINEERING: WTC_416-18 FIRE:
Ok to construct single family home
with setbacks and impervious area
shown on plan. ,99. 5 91'. ;"V.
66frr0 gay(- C, CrR2
Fire Alarm Permit: Yes NOR
WASTE WATER:
BUILDING: if•$
Revised: June 30, 2015 Permit Application
CITY OF SANFORD
MAR 2 % 2018 ;: BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 106.140
Job Address: 3622 Crawley Down Loop Historic District: Yes No X
Parcel ED: 17-20-31-5VC-0000-0450 Residential X Commercial
Type of Work: New 19 Addition Alteration Repair Demo Change of Use Move
Description of Work: New Single Family Residence
Plan Review Contact Person: Tracy McDonald Title. Production Admin
Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com
Property Owner Information
Name NVR INC. dba Ryan Homes Phone: 407-692-9831
Street: 4307 Vineland Rd #H20 Resident of property?
City, State Zip: Orlando FL 32811
Contractor Information
Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820
Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821
City, State Zip: Orlando FL 32811 State License No.: CBC1257565
Architect/Engineer Information
Name: AB Design Phone: 407-774-6078
Street: 1441 N Ronald Reagan Blvd Fax:
City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com
Bonding Company: N/A Mortgage Lender: N/A
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must. be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
3/21 /2018
Signatu gent Date
Tracy McDonald
Print Owner/Agent's Name
3/21 /2018
Signature of Notary -State of Florida Date
ro
Fpr ° MEAGAN LYNNE FOWLER
Y COMMISSION # GG 063253
EXPIRES: January 17, 2021
1*,..198`onded Thru Budget Notary Ser as
3/21/2018
Date
Tracy McDonald
Print Contractor/Agent's Name
f -
3/21 /2018
Signature of Notary -State of Florida Date
pg! P&WMEAGAN LYNNE FOWLER
4*
MY COMMISSION 0 GG 063253
Pf EXPIRES: January 17, 2021
ro; FAQ' &nded Thru8udgal Notary &W= Owner/
Agent is x_ Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced
ID Type of ID Produced ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction
Type: Total
Sq Ft of Bldg: Occupancy
Use: Min.
Occupancy Load: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes No # of Heads Flood
Zone: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: Yes No APPROVALS:
ZONING: UTILITIES: .17 -3- 0' ENGINEERING:
COMMENTS:
FIRE:
WASTE
WATER: BUILDING:
Revised:
June 30, 2015 Permit Application
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: Tracy McDonald Firm: NVR, Inc.
Address: 4307 Vineland Road #H20
City: Orlando State: FL Zip Code: 32811
Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdona@nvrinc.com
Property Address: 3622 Crawley Down Loop
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-0450
Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com
The reason for the flood plain determination is:
O New structure Existing Structure (pre-2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
G LUS O
Flood Zone: x Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
The parcel is not in the: floodplain floodway
The structure is in the: floodplain [—]floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone 'A', the best available information used to
determine the base flood elevation is:
BP# 18-1547
Reviewed by: Michael Cash, CFM Date: April 26, 2018
1
1, Application for Paved Driveway, Sidewalk or
Walkway00,Including Right -of -Way Use & g g y
1877- Landscaping in Right -of -Way
www4anfordn.gov Department of Planning & Development Services
300 North Park Avenue, Sanford, Florida 32771
Phone:407.688.5140 Fax:407.688.5141
This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the
City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or
sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a
driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other
jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the rrao..Mrsedlnr,
size and location of the existing right-of-way and use shall be provided or application could be delayed. Call- to+rwsq
1. Project Location/Address: 3622 Crawley Down Loop, Sanford, FL 32773
2. Proposed Activity: X Driveway Walkway Other:
3. Schedule of Work: Start Date Completion Date
4. Brief Description of Work:
This application is
Property Owner
Signature: 100
Address: 430
Construction of New Single Family Home
by:
Orlando, FL 32811
Phone: (407) 69243 Fax:
Print Name: Tracy McDonald
Emergency Repairs
Email: trmcdona@nvrinc.com Data: 03/20/2018
Maintenance Responsibilities/indemnification
The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This
shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization,
remove said installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways,
utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall
remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does
not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous
condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestors expense and, if necessary, file a lien on the
Requestors property to recover costs of restoration.
To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ-
ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct,
indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of
defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or
connected with the use of the City's right -of --way.
I have read aridXlIylbrytand the above statement and by signing this application I agree to its terms.
Signature: Date: 03/20/2018
J This permit shall be posted on the site during construction.
Please call 407.688.5080 24 hours In advance to schedule a pre -pour Inspection.
IPre -pour Inspection by: Date: I
Official Use Only
Application No: Fee: Date:
Reviewed:
Public Works Date:
Utilities Date:
Approved:
Engineering Date: 4-Z6- Z016
Site Inspected by:
Special Permit Conditions:
Date:
November 2015 ROW Use Drlvewey.pdf
i/20/204 SCPA Parcel View: 17-20-31-5VC-0000-0450
Property Record Card
PROPS Parcel: 17-20-31-5VC-0000-0450
gr+v+orcoouHry ranras Property Address: 3622 CRAWLEY DOWN LOOP SANFORD, FL 32773
Parcel Information I Value Summary
Parcel 17-20-31-5VC-0000-0450
Owner BRISSON WEST PROJECT I LLC
Property Address 3622 CRAWLEY DOWN LOOP SANFORD, FL 32773
Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038
Subdivision Name KENSINGTON RESERVE
Tax District S1-SANFORD
DOR Use Code 00-VACANT RESIDENTIAL
Exemptions
Legal Description
LOT 45
KENSINGTON RESERVE
PB 81 PGS 86-92
Taxes
2018 Working
Values
2017 CQrlified
Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 0 0
Depreciated Bldg Value
Depreciated EXFT Value
Land Value (Market) 67,000 14,000
Land Value Ag
Just/Market Value " 67,000 14,000
Portability Adj
Save Our Homes Adj 0 0
Amendment 1 Adj 0 0
P&G Adj 0 0
Assessed Value 67,000 14,000
Tax Amount without SOH: $266.58
2017 Tax Bill Amount $266.58
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 67,000 0 67,000
Schools 67,000 0 67,000
City Sanford 67,000 0 67,000
SJWM(Saint Johns Water Management) 67,000 0 67,000
County Bonds 67,000 0 67,000
Sales
Description Dale Book Page Amount Qualified Vac/Imp
No Sales
Find Comparable Sales
Land
Method Frontage Depth Units Units Price Land Value
LOT I 0.001 0.00 1 11 $67,000.00 1 $67,000
Building Information
Permits
Permit # Description Agency Amount CO Date Permit Date
http://parceidetaii.scpafl.org/ParcelDetailinfo.aspx?PID=1720315VC00000450 1/2
1/20M1I? SCPA Parcel View: 17-20-31-5VC-0000-0450
No Permits
Extra Features
Description Year Built Units Value New Cost
No Extra Features
http://parceidetaii.sepafl.org/ParceiDetailinfo.aspx?PID=l 720315VC00000450 2/2
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:31Z-Ql is
I hereby name and appoint: Tracy McDonald
an agent of: NVR Inc., dba Ryan Homes
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
0 The specific permit and application for work located at:
Expiration Date for This Limited Power of Attorney: May 20,2018
License Holder Name: Robert Lattanzi
State License Number: CBC1257
Signature of License Holder;
STATE OF FLORIDA
COUNTY OF Orange
The foregoing instrument was acknowledged before me this 2Lday AMR- 200 18, by Robert Lattanzi who is ®I known
me or who has produced as
identification and who did (did not) take an oath.
Notary Seal)
ogre+?!". MEAGAN LYNNE FOWLER
MY COMMISSION 0 GG 063253
EXPIRES: January 17.2021
y F OF" Bonded Thru Budge) Notary SBr*"
Rev. 08.12)
Signature
FK&AGA-,iv f0wL*R
Print or type name
Notary Public - State of _
Commission No.
My Commission Expires:
SQ.FT. CALC.'S
1ST. FLR LIVM L140 Sa FT.
20. FLR LIVM n:6 Sa Fr.
TOTAL LIVING 3066 Sa Fr.
7-GAR 415 Sa Fr.
ENTRY 116 Sa Fr.
EMENDED LANK 310 Sa Fr.
TOTAL 3911 $a FT.
EXTERIOR MASCHRY NOTE, PRIOR TO DRYWALL
WALL 5R0& HERB MBTALLATION ALL FRAMING
MENBER9 V-0FROM THE FINISH FLOOR
WLL BE SPRAYED AND TREATED
LLV 'BORATE' A TERMITE 9'-
4' BRG. TREATED SPRAY LOAD
FWT
FLR YNOOW CA AS COWGNENIT
NO CLAOOM WM LOADS 8A= W D EIPCSUIE FOR
3 SECOND QU1BTO duL•
GQUVE Tam B I/N MO 1
NBUNT woOam7mI
IQ Ib'-00y{'-0' W 64' 5 7401 -30J 7
31 W p *L 56, 96' 4 26.91 -794 3
19 76-SH 38' 17' 4 763/ -30A 4
19 76-SHI 30' 17' S 2&V -313 5
38 7)76-OW lb' 17' 4 71ID/ -795 6
74 35-8H 54' 60' 5 Ml -963 6A
34 7)75-04 16' 60' S 713/ -352 1
49 60M 8C.D. IA' 96' 5 76AN -333 A
34 7)75-64 16' 60' 4 76.91 -M4 SA
34 7175-
SM J
16' 60' 5 713/ -35] WIND
DESIGN CRITERIA A.
BASIC WTm SPEED MPH 0 SECOND GUST) VULT.
50 / YAW-06 MPH B.
NTERVAL FRESVJM COEMCENT. • JD C.
RISK CATEGORr'.TYFE 11 EXPOSWM
CATEGORY C NOTE,
VALUES
FOR COMI-C1'a NTS ( CLADDING FMSOJM ARE eHAmp
ON THE WIU DESKN um SPEED. PBCR 6TH eo. (70n1 ALLOW!
THESE PRESSUWES TO BE MILTIMIED BY 0,6 TO MEET
THE ALLOWABLE OR NOMMAL TESTED VALUES USED BY PRODUCT
M~ACIUW W MAX
f IC
J
Top
C n
W000
FRAYEDoc.
QI
CABINET SECTION Y
Q
2ARCH DETAIL Q
Y
T
I
ARCH DETAIL 8'•
10' '•8' 8'-10' 8' e0
a
ARCH
DETAIL 1'-
0 13'-
1. T---_----------- ----------
II
11 --' I
ITxzTOW*P.T."TTO6'-I emTO I ta (-
snr1 AM CM" I
V alvnl I I II ,-
0,
10'-m• II
II
EXTENDED LANAI In'-
0•xl0•-0' 10.080 I
I
HB.
bA I
I 9'-4' cLG. I
I I
7)
75-SW S R/
rIG I
I pufLTrE
D'
nn V-
4' CLG. I -
II' 1._0. 6'-11• I._,. 9._0. I
I
I
9 I 2)
29-OO o IFAMILYRM. L
4 1 I6'-0'x70'-0' TEMP.
0•
I i I 9'-4' 0.G. O
I I m RAILLM MW1 HDRM.
I
r y I 2q
4'.0' S'-0' 7'-7' 5'-7' 3'-7' Y-6' Y-10' ETfCHFIEN
9'-
4' CLG. F===
l OFT.
Q x4
P05T C
O RAT
C
LE"
U4 PROS 4'-
8' 1'-10' I 9' j
DBL.
C
LLL1 jo
yCLG6 IW_
4 -
4 3 .6 -8 3 -7- 4- I
I HAd L11AY nIf J^ 1IIDINMG
I lb U_J LIVING
ROOM in r,—
V-4'M& BOLLARD17'.
6'8'
70'-0' I
I . FOYER V-
4' 4IICLG. I
I aJ (TILE) cl ®
2—CAR GARAGE 76-
SH 76-04 I =
HDR
W.T. HDR HGT. l'-
V APF. • 1'-V AFF. 9 I
O 0 6i 7 13'-
l' 6'•7' 3'-11' 5'-6' I
n&LLIAJMo, P(TEM ACE BLOCK ADJACENT
WALL - - - - - - - - - - - - - - --- MID
FILL SOLID LLLINE OF JND. FLR ABV. ARCH
ARCH ARCLI i OR
124
1 0` — J 5'-
7' S'-7' 5'•6' 7'-4' 16'-0' 7'-4' 70-
V FIRST
FLOOR PLAN SCALE.
V4 . I'-0' ELEVATION 'O' i'
a
J
tCOND
40.
ARCHITECTS
Design
Grou
1 IAAI
N WHAW MAWS MFA
AE7.rr4 AAr.na.wlg•or M •
OOlUIl7 SUBDIV.
AI WTI KENSINGTON
RESERVE
LOT
45) MODELU
ESTERO
BAY VERSIONp02)
PROJECT
0299 .
000 PAGE:
FIRST
FLOOR
PLAN
ARCHrrEcr•
DATE
OF FLORDAOF FLCRDADATE:
1/17/18 SCALE:
1/4'=t'—O' SHEEP
3
OF 8
00WOlBR AND OLADCM WOO LOADS DAM WM E7TWW
FIJR I OEOM GUM
tYLLO wo
m, NNWIT--FA omTloll
I 15I- 36' bl' S 786/ -31J!
7 15 6EGA- SH 36' bl' 4 786/ -3U
3 D TErfri 36• 48' S 73V -316
4 15 am 36' bl' 4 786/ -3U
5 15 K 36' bl' 4 788/ -3U
b 15 30BI-SN 36' 61' 4 2"1 -3U
1 E! 5MI-54 36' 61' 5 786/ -31A
e 15 3051-OW 36' 61' S 786/ -31D
9 15 3051-6N 36• 61' 4 786/ -31.1
10 15 GW 36' 61' 5 786/ -316
II D
N.
Fm. C LS 36' 48' 4 744 -316
D 151-g8
EGIRIEWIND
96' 61' 4 786/ -3U
DESIGN CRITERIA
A BASIC U ND SPEED MF'U (3 SECOND GWST)
V LT.BO / VASO.116 M°1
B. INTEMAL FRR:SSUFIE CGEFFICENT.. JB
G RISK CATEGORT.TYPE 11
D. EWOSUIE CATEGORY C
NOTE.
VALUES FOR CAMMMI NTS A M ADOM PIISSURe AM
BASED ON T1E Wit MOWN 4410 SPEED. FBCR 6M ED. 06M
ALLOWS T1ESE PRESSURES, TO BE MLTIFUED BY 06 TO
M7:T THE ALLOWABLE OR MCMAL TESTED VALUES USED BY
PRODUCT MAKFACTUFRERS.
LINE OF UlT. FLR BELOW
I
f0'-m' 1
O
3051-SN ; IR-ISH
V C J& '^
a
0mg's SUITE
IS,'-6,NZI-7'
I
8'-0' C A& ;-
TRAY CL& I I
1 3'-6' Icl 6'-10'
IR_0 _
Q I
1- I
J B'-0.CLC.IB'-0' CLG
I I
al I
IR-1911
It TUB
8'-0' CL&
0
o ,
u
47' FIKaN WALL W/
0 WOOD CAP
IR-! _ m
4-0
BF.
0' 5'-0' 14'-4'
BDRM,J4
IT-0SJ1'-T n
8'-0' CLG.
g. 8'-0' CLO.
oBL
STUD
am O O OEGRESS3091-SN M
6'-6' 3'-10'
SECOND FLOOR PLAN
SCALE. I/4 . T-0' ELEVATTCN 'C'
LSiE OF 181. FLR BELOW
A ACKIT E O T$
Design
Grou 1 G
LMl N. NONAUD N(AGAN 0W0.
LON?%=D. M1 77770
IN 40T•77440TS
FAk407.774070
bdWrVw
M P 000=5
E
8
8
E
8VJ9 M a LOT
KENSINGTON
RESERVE
LOT 45)
HODELI
ESTERO BAY
VERSIONA02)
PRO 0997.000
PAGE:
SECOND
FLOOR
PLAN
DATE: 1/17/11
SCALE: 1/4.=1'-0'
HIEET
4 air 8
REQUIRED INSPECTION SEQUENCE
RYAN HOMES SFR-DETACHED
Permit #
BUILDING PERMIT
Min Max Inspection Description
10 Form board / Foundation Survey
10 Slab / Mono Slab Pre our
20 Lintel / Tie Beam / Fill / Down Cell
30 Sheathing — Walls
30 Sheathing — Roof
30 50 Final Window
40 Roof Dry In
50 Frame
60 Insulation Rough In
70 Drywall / Sheetrock
40 70 Lath Inspection
50 1000 Final Roof
50 1000 Final Stucco / Siding
80 1000 Insulation Final
1000 Final Single Family Residence
Address:
ELECTRICAti:PERMIT:
Min Max inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power TUG
30 Electric Rough
1000 Electric Final
FMB N E •
Inspection DescriptionMinMax
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
lVIEGHANICP ;KNIT a ;,
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
RECORD COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot45KensingtonReserveEsteroBayCGRW Builder Name: RYAN HOMES
Street: 3622 CRAWLEY DOWN LOOP Permit Office: SANFORD
City, State, Zip: SANFORD, FL, 32773 Permit Number:# 1 8-1 5 4 7Owner: Jurisdiction: 691500DesignnSAIVFOnl) Location: FL, Orlando County:: Seminole (Florida Climate Zone 2
q1. New construction or existing New (From Plans) 9. Wall Types (2933.3 sqft.) Insulation r91E
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=11.0 1328.00 ft'
b. Concrete Block - Inl Insul, Exterior R=4.1 1260.00 ft'
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 •345.33 ft'
4. Number of Bedrooms 5 d. N/A R= ft'
S. Is this a worst case? No 10. Ceiling Types (1709.0 sqft.) Insulation Area
a. Under Attic (Vented) R=30.0 1683.00 ft
6. Conditioned floor area above grade (ft 3066 b. Knee Wall (Vented) R=19.0 26.00 ft'
Conditioned floor area below grade (ft0 0
c. N/A R= ft'
11. Ducts R ft'
7. Windows(404.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 335.25
a. U-Factor: Dbl, U=0.35 350.71 W b. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 418
SHGC: SHGC=0.29
b. U-Factor: Dbl, U=0.62 48.00 ft' 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.29 a. Central Unit 28.4 SEER:15.00
b. Central Unit 28.4 SEER:15.00
c. U-Factor. Dbl, U=0.32 6.11 ft'
SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft' a. Electric Heat Pump 28.0 HSPF:8.50
SHGC: b. Electric Heat Pump 28.0 HSPF:8.50
Area Weighted Average Overhang Depth: 5.247 ft.
Area Weighted Average SHGC: 0.289 14. Hot water systems
a. Electric Cap: 50 gallons8. Floor Types- (3066.0 sqft.) Insulation Area
EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 1340.00 ft' b. Conservation features
b. Floor Over Other Space R=0.0 1314.00 ft' None
c. other (see details) R= 412.00 ft' 15. Credits Pstat
Glass/Floor Area: 0.132
Total Proposed Modified Loads: 82.19 PASSTotalBaselineLoads: 83.68
1 hereby certify that the plans and spe ifications covered by Review of the plans and 04'CIRE Srgthiscalculationareincompliancew' the Florida Energy specifications covered by this
Code. calculation indicates compliance
Florida Energy
y o ' ?r '••- Ifwithkr;:'•• the Code. N+na
PREPARED BY: ~ "'T- Before construction is completed
DATE: 9_7_1 R R .nff Pratt this building will be inspected for a
compliance with Section 553.908
I hereby certify that this building, as designed, is in compliance Florida Statutes.
with the Florida Energy de. G'Op WS
OWNER/AGENT: BUILDING OFFICIAL:
DATE: DATE:
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2).
Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.050 On for whole house.
2/7/2018 2:06 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
FnRM PAnr%_7n17
PROJECT
Title: Lot45KensingtonReserveEste Bedrooms: 5 Address Type: Street Address
Building Type: User Conditioned Area: 3066 Lot # 45
Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON RESE
of Units: 1 Worst Case: No PlatBook:
Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3622 CRAWLEY DOW
Permit Office: SANFORD Cross Ventilation: No County: Seminole
Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD ,
Family Type: Single-family FL, 32773
New/Existing: New (From Plans)
Comment:
CLIMATE
Design Temp Int Design Temp Heating Design Daily Temp
V Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range
FL, Orlando FL ORLANDO INTL_AR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 1340 12462
2 Block2 1726 13808
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 1st Floor 1340 12462 Yes 4 1 1 Yes Yes Yes
2 2nd Floor 1726 13808 No 2 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Raised Floor 2nd Floor 100111 13 0 0 1
2 Floor over Garage 2nd Floor 312 ft' 13 0 0 1
3Slab-On-Grade Edge Insulatio 1st Floor 133.5 ft 1340 ft' 0.3 0 0.7
4 Floor Over Other Space 2nd Floor _- 1314 ft' 0.3 0 0.7
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
Type Materials Area Area Color Absor. Tested Tested Insul. deg)
1 Gable or Shed Composition shingles 1846 ft' 292 fl' Medium 0.85 No 0.85 No 0 18.4
ATTIC
V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1752 ft' N N
2!7/2018 2:06 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5
rr MRA MArkC nr%
i vvn wv-cv i CEILING
Ceiling
Type Space R-Value Ins Type Area Framing Frac Truss Type 1
Knee Wall (Vented) 2nd Floor 19 Blown 26 fl' 0.11 Wood 2
Under Attic (Vented) 2nd Floor 30 Blown 1683 fix 0.11 Wood WALLS
Adjacent
Cavity Width Height Sheathing Framing Solar Below Space
1
W Exterior Frame - Wood 2nd Floor 11 39 6 8 0 316.0 ft' 0 0.23 0.6 0 2
W Exterior Concrete Block - Int Insul 1 st Floor 4.1 19 0 9 4 177.3 ft= 0 0 0.6 0 3
N Exterior Frame - Wood 2nd Floor 11 43 6 8 0 348.0 W 0 0.23 0.6 0 4
N Exterior Concrete Block - Int Insul 1st Floor 4.1 46 6 9 4 434.0 ft° 0 0 0.6 0 5
E Exterior Frame - Wood 2nd Floor 11 39 6 8 0 316.0 ft' 0 0.23 0.6 0 6
E Exterior Concrete Block - Int Insul 1st Floor 4.1 21 6 9 4 200.7 ftz 0 0 0.6 0 7
S Exterior Frame - Wood 2nd Floor 11 43 6 8 0 348.0 ft' 0 0.23 0.6 0 8
S Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ftz 0 0 0.6 0 9 -
Garage Frame - Wood 1 st Floor 11 37 0 9 4 345.3 ft° 0 0.23 0.3 0 10
E Exterior Concrete Block - Int Insul 1st Floor 4.1 10 0 9 4 93.3 ft' 0 0 0.6 0 11
E Exterior Concrete Block - Int Insul 1st Floor 4.1 8 0 9 4 74.7 ft' 0 0 0.6 0 DOORS
Ornt
Door Type Space Storms U-Value Width eightln Area Ft
In Ft 1
W Insulated 1st Floor None 25 3 6 8 20 ft' 2
Wood 1st Floor None 25 2 8 6 8 17.8 ft° WINDOWS
Orientation
shown is the entered, Proposed orientation. Wall
Overhang Ornt
ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1
W 1 Vinyl Low-E Double Yes 0.35 0.29 N 30.5 ft2 1 ft 0 in 3 ft 8 in Drapes/blinds Exterior 5 2
W 1 Vinyl Low-E Double Yes 0.35 0.29 N 45.8 W 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 3
W 2 Vinyl Low-E Double Yes 0.35 0.29 N 38.5 ft° 7 ft 0 in 0 ft 10 in Drapes/blinds Exterior 5 4
W 2 Vinyl Low-E Double Yes 0.32 0.25 N 6.1 ft° 7 ft 0 in 0 ft 9 in Drapes/blinds None 5
N 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ft° 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 6
N 4 Vinyl Low-E Double Yes 0.35 0.29 N 38.5 W 1 ft 0 in 11 ft 2 in Drapes/blinds Exterior 5 7
E 5 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 8
E 5 Vinyl Low-E Double Yes 0.35 0.29 N 30.5 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 9
E 6 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft° 1 ft 0 in 11 ft 2 in Drapes/blinds Exterior 5 10
E 10 Vinyl Low E Double Yes 0.35 0.29 N 32.4 ft' 21 ft 0 in 0 ft 2 in Drapes/blinds Exterior 5 11
S 7 Vinyl Low-E Double Yes 0.35 0.29 N 30.5 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds Exterior 5 12
W 1 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds None 13
E 11 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft° 11 ft 0 in 0 ft 2 in Drapes/blinds Exterior 5 14
S 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 11 ft 0 in 0 ft 2 in Drapes/blinds Exterior 5 2!
7/2018 2:06 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2017
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 425 W 425 ft2 50.5 ft 8.7 ft 3
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000381 3064.8 168.26 316.43 .3425 7
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1
2
Electric Heat Pump/
Electric Heat Pump/
None
None
HSPF:8.5 28 kBtu/hr 1
HSPF:8.5 28 kBtu/hr 2
sys#1
sys#2
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1
2
Central Unit/
Central Unit/
SPIN
Split
SEER: 15 28.4 kBtu/hr 0 cfm 0.75 1
SEER: 15 28.4 kBtu/hr 0 cfm 0.75 2
sys#1
sys#2
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name
Collector Storage
System Model # Collector Model # Area Volume FEF
None None ft'
DUCTS
v # Supply —
Location R-Value Area
Return — Air CFM 25 CFM25 HVAC #
Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1
2
Attic 6 335.25
Attic 6 418 ft°
Attic
Attic
67.05 ft Proposed On 2nd Floor — cfm 67.0 cfm 0.05 0.60
83.6 ft° Proposed On 2nd Floor — cfm 86.3 cfm 0.05 0.60
1 1
2 2
277/2018 2:06 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5
rnonn ennr,_n!7
TEMPERATURES
t:YProgramablee
ThermostaH
Ceiling Fans:
Heating [X; Jan Feb HX Mar L
jjI pr [
may JAprunJulrlAugrirlSepL.
ep
Oct
pc
Nov
Nov
Dec
DecVenting1JanFebMarllxll1MayI1JunJulAuglxlll
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM
PM
78
80
78
80
78
78
78
78
78
78
78
78
78
78
78
78
80
78
80
78
80
78
80
78
Cooling (WEH) AM
PM
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
Heating (WD) AM
PM
66
68
66
68
66
68
66
68
66
68
68
68
68
68
68
68
68
68
68
68
68
66
68
66
Heating (WEH) AM
PM
66
68
66
68
66
68
66
68
66
68
68
68
68
68
68
68
68
68
68
68
68
66
68
66
2!7l2018 2:06 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 98
The lower the EnergyPerformance Index, the more efficient the home.
3622 CRAWLEY DOWN LOOP, SANFORD, FL, 32773
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft2)
7. Windows" Description
a. U-Factor. Dbl, U=0.35
SHGC: SHGC=0.29
b. U-Factor. Dbl, U=0.62
SHGC: SHGC=0.29
c. U-Factor. Dbl, U=0.32
SHGC: SHGC=0.25
d. U-Factor. N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
New (From Plans) 9. Wall Types Insulation Area
Single-family
a. Frame - Wood, Exterior R=11.0 1328.00 ft'
b. Concrete Block - Int Insul, Exterior R=4.1 1260.00 ft
1 c. Frame - Wood, Adjacent R=11.0 345.33 ft'
5 d. N/A R= ft'
10. Ceiling Types Insulation Area
No a. Under Attic (Vented) R=30.0 1683.00 ft'
3066 b. Knee Wall (Vented) R=19.0 26.00 ft'
c. N/A R= ft'
Area
11. Ducts R ft'
350.71 ft' a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 335.25
b. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 418
48.00 ft'
12. Cooling systems kBtu/hr Efficiency
6.11 ft' a. Central Unit 28.4 SEER:15.00
b. Central Unit 28.4 SEER:15.00
8. Floor Types Insulation
a. Slab -On -Grade Edge Insulation R=0.0
b. Floor Over Other Space R=0.0
c. other (see details) R=
ft'
13. Heating systems kBtu/hr Efficiency
a. Electric Heat Pump 28.0 HSPF:8.50
5.247 ft. b. Electric Heat Pump 28.0 HSPF:8.50
0.289
Area 14. Hot water systems
1340.00 ft' a. Electric Cap: 50 gallons
EF: 0.95
1314.00 ft'
b. Conservation features
412.00 ft'
None
15. Credits Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliarA features.
Builder Signature: Date: 2/8/2018
Address of New Home: 3-622 CRAWLEY DOWN LOOP City/FL Zip: 32773
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at
techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of
certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building
Commission's support staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
2/7/2018 2:06 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: 3622 CRAWLEY DOWN LOOP Permit Number:
SANFORD,FL,32773
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (9) or (1) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond
Intended infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air IeakagdNndows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
2/7/2018 2:06 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5
MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 Us) when tested In accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturers designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturers air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
Postconslruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturers air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C)
or below 55'F (1 WC) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping Insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and lhermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
2r/2018 2:06 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage lank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100'F to 140'F (38'C to 60'C).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordancewith ISO Standard 9806, Test Methods for Solar Collectors, and
SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -
heating systems should meet the following criteria: 1.
Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2.
Be installed at an orientation within 45 degrees of true south. R403.
6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida
Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including:
Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close
when the ventilation system is not operating. R403.
6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation
system, fans shall meet the efficacy requirements of Table R403.6.1. Exception:
Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered
by an electronically commutated motor. R403.
6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation
system, fans shall meet the efficacy requirements of Table R403.6.1. 1.
The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor
Air Quality, shall be the maximum rates allowed for residential applications. 2.
No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces,
attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3.
If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated
to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise.
R403.
7 Heating and cooling equipment (Mandatory). R403.
7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment
loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based
on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor
units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described
in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect
equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as
standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating
equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE
R403.6.1 WHOLE -
HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN
LOCATION AIRFLOW RATE MINIMUM CFM)
MINIMUM
EFFICACY a CFM/
WATT) AIRFLOW
RATE MAXIMU CFM)
Range
hoods Any 2.8 cfm/watt Any In -
line fan Any 2.8 cfm/watt Any Bathroom,
utility room 10 1.4 cfm/watt 90 Bathroom,
utility room 90 2.8 cfm/watt Any For
SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 2!
7/2018 2:06 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipmenq, the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2. When signed and sealed by aFlorida-registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (10'C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8'C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
2I712018 2:06 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5
R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (Mandatoryhe energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
217/201 S 2:06 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Compile Page 5 of 5
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot45KensingtonReserveEsteroBayCGRW Builder Name: RYAN HOMES
Street: 3622 CRAWLEY DOWN LOOP Permit Office: SANFORD
City, State, Zip: SANFORD , FL, 32773 Permit Number:
Owner: Jurisdiction: 691500
Design Location: FL, Orlando
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
requirements Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/door jambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spa s.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
extend behind o9p"ng and wifing-
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
between fire sorinkler cover olates and walls or ceffings.
a. in aoomon, mspecoon or iog wars snau De in accoroance warn me provisions or It",-aw.
2/7/2018 2:06 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
Manual S Compliance Report Job: LoMKensingtonRserv...
wrightsoft Date: 8-30-11
ZONE 1 By: EJH
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3653 Web: WWW.DEL-AIR.COM
For: RYAN HOMES
3622 CRAWLEY DOWN LOOP, SANFORD, FL32773
Design Conditions
Outdoor design DB: 92.5°F Sensible gain: 21108 Btuh Entering coil DB: 78.6°F
Outdoor design WB: 76.2°F Latent gain: 4930 Btuh Entering coil WB: 64.4°F
Indoor design DB: 75.0°F Total gain: 26037 Btuh
Indoor RH: 50% Estimated airflow: 947 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140301K+ASPT37C14A
Actual airflow: 947 cfm
Sensible capacity: 23886 Btuh 113% of load
Latent capacity: 5534 Btuh 1120/9 of load
Total capacity: 29420 Btuh 113% of load SHR: 81%
Heating Equipment
Design Conditions
Outdoor design DB: 42.3°F Heat loss: 21646 Btuh Entering coil DB: 68.1 OF
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140301 K+ASPT37C14A
Actual airflow: 947 cfm
Output capacity: 27353 Btuh 126% of load Capacity balance: 36 OF
Supplemental heat required: 0 Btuh Economic balance: -99 OF
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 947 cfm
Output capacity: 5.4 kW 850/6 of load Temp. rise: 50 °F
Meets are all requirements of ACCA Manual S.
2016,Jan-20 07.41:37
A wrightSOW Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1
ateFGRW\Lot45KensingtonReserveEsteroBayCGRW.rup Calc - MJB House faces- W
Manual S Compliance Report Job: Lot45KensingtonReserv..
wrightsofte P p Date: 8-30-11
ZONE 2 By: EJH
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333.2665 Far 407-333-3853 Web- WWW.DEL-AIR.COM
Project• •
For: RYAN HOMES
3622 CRAWLEY DOWN LOOP, SANFORD, FL32773
Cooling Equipment
Design Conditions
Outdoor design DB: 92.50F Sensible gain: 22047 Btuh Entering coil DB: 78.5°F
Outdoor design WB: 76.20F Latent gain: 5256 Btuh Entering coil WB: 64.60F
Indoor design DB: 75.0°F Total gain: 27303 Btuh
Indoor RH: 50% Estimated airflow: 947 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg.
Actual airflow: 947 cfm
Sensible capacity: 23425 Btuh
Latent capacity: 5874 Btuh
Total capacity: 29299 Btuh
Model: GSZ140301K+ASPT37C14A
1060/6 of load
112% of load
107% of load SHR: 80%
Heating Equipment
Design Conditions
Outdoor design DB: 42.3°F Heat loss: 16677 Btuh
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH
Manufacturer: Goodman Mfg. Model: GSZ140301K+ASPT37C14A
Actual airflow: 947 cfm
Output capacity: 27456 Btuh 1651/16 of load
Supplemental heat required: 0 Btuh
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 947 cfm
Output capacity: 4.6 kW 94% of load Temp. rise: 50 OF
Meets are all requirements of ACCA Manual S.
Entering coil DB: 67.6°F
Capacity balance: 30 OF
Economic balance: -99 OF
2018-Jan-20 07:41:37
wrightsofr Right -Suite® Universal 2017 17.0.23 RSU23828 page 2
ateFGRW\Lo145KensingtonReserveF-sleroBayCGRW.rup Calc - MJB House faces. W
Component Constructions Job: Lot45KensingtonReserv..
wrightsoftM Date: 8-30-11 Entire
House By: EJH DEL -
AIR HEATING & AIR CONDITIONING 531
CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax 407-333-3853 Web- WWW.DEL-AIR.COM For:
RYAN HOMES 3622
CRAWLEY DOWN LOOP, SANFORD, FL32773 Design
C• Location:
Indoor: Heating Cooling Orlando/
Jetport, FL, US Indoor temperature (OF) 70 75 Elevation:
105 ft Design TD (T) 28 18 Latitude:
280N Relative humidity (%) 30 50 Outdoor:
Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry
bulb (OF) 42 93 Infiltration: Daily
range (OF) - 16 (M) Method Simplified Wet
bulb (OF) - 76 Construction quality Average Wind
speed (mph) 15.0 7.5 Fireplaces 0 Construction
descriptions Or Area U-value Insul R Htg HTM Loss CIg HTM Gain IF
BWhAI'-•F hz-•FMWh BWhlhl BWh BWhIM 81uh Walls
12B-
Osw: Frm wall, stucco ext, r-11 cav ins, 1/2" gypsum board int fnsh,
2"x4" wood frm, 16" o.c. stud 13A-
2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board
intfnsh 16A-
19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" gypsum
board int insh Partitions
12B-
Osw: Frm wall, stucco ext, r-11 cav ins, 1/2" gypsum board ini fnsh,
2"x4" wood frm, 16" o.c. stud Windows
2A-
2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 1/
4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 It overhang (5.08 ft window
ht, 1.5 ft sep.); 6.67 ft head ht 2A-
2om: 2 glazing, Or low-e outr, air gas, mtl no brk frm mat, clr innr, 114"
gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (6.25 ft window
ht, 11.17 ft sep.); 6.67 ft head ht n
333 0.097 11.0 2.69 894 2.76 918 e
274 0.097 11.0 2.69 735 2.76 755 s
318 0.097 11.0 2.69 853 2.76 876 W
228 0.097 11.0 2.69 612 2.76 629 all
1152 0,097 11.0 2.69 3094 2.76 3178 n
395 0.201 0 5.57 2202 4.37 1729 e
256 0.201 0 5.57 1425 4.37 1119 s
248 0.201 0 5.57 1379 4.37 1083 W
113 0.201 0 5.57 627 4.37 492 all
1012 0.201 0 5.57 5633 4.37 4423 n
4 0.049 19.0 1.36 5 3.64 13 ne
1 0.049 19.0 1.36 2 3.64 5 e
7 0.049 19.0 1.36 9 3.64 24 se
1 0.049 19.0 1.36 2 3.64 5 s
4 0.049 19.0 1.36 5 3.64 13 sw
1 0,049 19.0 1.36 2 3.64 5 W
7 0,049 19.0 1.36 9 3.64 24 nw
1 0.049 19.0 1.36 2 3.64 5 all
26 0.049 19.0 1.36 35 3.64 93 328
0.097 11.0 2.69 880 1.75 574 n
15 0.540 0 15.0 228 15.9 243 e
31 0.540 0 15.0 456 39.2 1196 s
31 0,540 0 15.0 456 16.3 497 w
46 0.540 0 15.0 684 39.2 1795 all
122 0.540 0 15.0 1825 30.6 3731 n
39 0.540 0 15.0 577 15.9 614 2018-
Jan-20 07:41:37 c
wrightsoft- Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 ateFGRW\
Lot45KensingtonReserveEsteroBayCGRW.rup Calc - MJ8 House faces: W
2A-2om: 2 glazing, cir low-e outr, air gas, mU no brk frm mat, cir innr, a 12 0.540
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4 ft w 12 0,540
window ht, 1.5 ft sep.); 6.67 ft head ht all 24 0.540
2A-2om: 2 glazing, cir low-e outr, air gas, mU no brk frm mat, cir innr, a 32 0,540
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5.25 ft
window ht, 11.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, cir low-e outr, air gas, mU no brk frm mat, cir innr, a 32 0.540
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 21 ft overhang (5.25 ft
window ht, 0.17 ft sep.); 6.67 ft head ht
2A-2omd: 2 glazing, cir low-e outr, air gas, mg no brk frm mat, clr innr, a 48 0.620
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 11 ft overhang (8 ft
window ht, 0.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, cir low-e outr, air gas, mU no brk frm mat, cir innr, s 32 0.540
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 11 ft overhang (5.25 ft
window ht, 0.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, cir low-e outr, air gas, mU no brk frm mat, cir innr, w 31 0.540
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5.08 ft
window ht, 3.67 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, cir low-e outr, air gas, mU no brk frm mat, cir innr, w 39 0.540
114" gap, 1/8" thk; NFRC rated (SHGC=0.31); 7 ft overhang (6.25 ft
window ht, 0.83 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mU no brk frm mat, clr innr, w 6 0.540
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 7 ft overhang (6.7 ft
window ht, 0.83 ft sep.); 6.67 ft head ht
Doors
11 DO: Door, wd sc type w 20 0.390
Ceilings
16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 coil ins, 1/2"
gypsum board int fnsh
Floors
19C-19cscp: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-2 ext ins, r-19
cav ins, fight crwl ovr, r-11 wall insul
20P-13c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-13 cav ins, amb
ovr
20P-13c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-13 cav ins, gar ovr
22A-tpl: Bg floor, light dry soil, on grade depth
n 18 0.390
all 38 0.390
1775 0,032
0 15.0 179 39.2 471
0 15.0 179 39.2 471
0 15.0 359 39.2 941
0 15.0 484 39.2 1270
0 15.0 484 15.9 516
0 17.2 824 16.1 772
0 15.0 484 15.9 516
0 15.0 456 39.2 1196
0 15.0 577 20.7 797
0 15.0 92 21.9 135
0 10.8 216 12.0 241
0 10.8 192 12.0 214
0 10.8 408 12.0 455
30.0 0.89 1574 1.74 3088
189 0.049 30.0 0.47 89 0.30 56
100 0.068 13.0 1.88 188 0.98 98
88 0.068 13.0 1.88 165 0.98 86
135 0.989 0 27.4 3698 0 0
201 &Jan-20 07:41:37
C wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2
AM ...ateFGRW\Lot45KensingtonReserveEsteroBayCGRW.rup Calc . MJ8 House faces: W
Component ConstructionswrightsofrP
ZONE 1
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot45KensingtonReserv..
Date: 8-30-11
By: EJH
Project• •
For: RYAN HOMES
3622 CRAWLEY DOWN LOOP, SANFORD, FL32773
Design Conditions
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature (°F) 70 75
Elevation: 105 It Design TD (OF) 28 18
Latitude: 280N Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8
Dry bulb (OF) 42 93 Infiltration:
Daily range (°F) 16 ( M) Method Simplified
Wet bulb (OF) 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
fF BNhW--•F rL*FlBtuh BWhRF BWh MOM Bfuh
Walls
13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 395 0.201 0 5.57 2202 4.37 1729
board int fnsh a 256 0.201 0 5.57 1425 4.37 1119
s 248 0.201 0 5.57 1379 4.37 1083
w 113 0.201 0 5.57 627 4.37 492
all 1012 0.201 0 5.57 5633 4.37 4423
Partitions
12B-Osw: Frm wall, stucco ext, r-11 cav ins, 1/2" gypsum board int
fnsh, 2"x4" wood frm, 16" o.c. stud
Windows
2A-2om: 2 glazing, Or low-e outr, air gas, mtl no brk frm mat, cir innr, n
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (6.25 it
window ht, 11.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, e
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5.25 It
window ht, 11.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, e
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 21 it overhang (5.25 ft
window ht, 0.17 ft sep.); 6.67 ft head ht
2A-2omd: 2 glazing, cir low-e ouir, air gas, mtl no brk frm mat, cir innr, e
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 11 it overhang (8 ft
window ht, 0.17 it sep.); 6.67 it head ht
2A-2om: 2 glazing, Or low-e outr, air gas, mtl no brk frm mat, cir innr, s
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 11 it overhang (5.25 ft
window ht, 0.17 it sep.); 6.67 It head ht
2A-2om: 2 glazing, Or low-e outr, air gas, mtl no brk frm mat, Or innr, w
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 7 ft overhang (6.25 ft
window ht, 0.83 it sep.); 6.67 it head ht
2A-2om: 2 glazing, Or low-e outr, air gas, mtl no brk frm mat, cir innr, w
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 7 it overhang (6.7 ft
window ht, 0.83 it sep.); 6.67 ft head ht
328 0.097 11.0 2.69 880 1.75 574
39 0.540 0 15.0 577 15.9 614
32 0.540 0 15.0 484 39.2 1270
32 0,540 0 15.0 484 15.9 516
48 0.620 0 17.2 824 16.1 772
32 0.540 0 15.0 484 15.9 516
39 0.540 0 15.0 577 20.7 797
6 0.540 0 15.0 92 21.9 135
2018Jan-20 07:41:37
C wrighti;.soft" Right -Suite® Universal 2017 17.0.23 RSU23828 Page 3
AM ...ateFGRW%Lot45KensingtonReserveEsteroBayCGRW.rup Celc - MJ8 House faces: W
Doors
11 DO: Door, wd sc type
Ceilings
1613-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2"
gypsum board int fnsh
Floors
22A-tpl: Bg floor, light dry soil, on grade depth
w 20 0.390 0 10.8 216 12.0 241
n 18 0.390 0 10.8 192 12.0 214
all 38 0,390 0 10.8 408 12.0 455
133 0.032 30.0 0.89 118 1.74 231
135 0.989 0 27.4 3698 0 0
2018-Jan-20 07:41:37
wrightsoft• Right -Suite® Universal 2017 17.0.23 RSU23828 Page 4
aleFGRWLLot45KensingtonReserveEsteroBayCGRW.rup Calc - MJS House faces: W
Component Constructions Job: Lot45KensingtonReserv...
wright:soft- P Date: 8-30-11
ZONE 2 By: EJH
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM
For: RYAN HOMES
3622 CRAWLEY DOWN LOOP, SANFORD, FL 32773
Design Conditions
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature (OF) 70 75
Elevation: 105 ft Design TD (°F) 28 18
Latitude: 28°N Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8
Dry bulb (OF) 42 93 Infiltration:
Daily range (°F) - 16 ( M) Method Simplified
Wet bulb (OF) - 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
IF Buh/M-IF IP-•FIBuh BuhAP Buh BuhAP Buh
Walls
12B-Osw: Frm wall, stucco ext, r-11 cav ins, 1/2" gypsum board int
fnsh, 2'x4" wood frm, 16" o.c. stud
16A-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2"
gypsum board int fnsh
Partitions
none)
Windows
2A-2om: 2 glazing, clr low-9 outr, air gas, mg no brk frm mat, cir innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5.08 ft
window ht, 1.5 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mg no brk frm mat, clr innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4 ft
window ht, 1.5 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, Or low-e outr, air gas, mtl no brk frm mat, clr innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5.08 It
window ht, 3.67 ft sep.); 6.67 ft head ht
Doors
none)
n 333 0.097 11.0 2.69 894 2.76 918
e 274 0.097 11.0 2.69 735 2.76 755
s 318 0.097 11.0 2.69 853 2.76 876
w 228 0.097 11.0 2.69 612 2.76 629
all 1152 0,097 11.0 2.69 3094 2.76 3178
n 4 0.049 19.0 1.36 5 3.64 13
ne 1 0,049 19.0 1.36 2 3.64 5
e 7 0,049 19.0 1.36 9 3.64 24
se 1 0.049 19.0 1.36 2 3.64 5
s 4 0.049 19.0 1.36 5 3.64 13
sw 1 0.049 19.0 1.36 2 3.64 5
w 7 0,049 19.0 1.36 9 3.64 24
nw 1 0.049 19.0 1.36 2 3.64 5
all 26 0.049 19.0 1.36 35 3.64 93
n 15 0.540 0 15.0 228 15.9 243
e 31 0.540 0 15.0 456 39.2 1196
s 31 0,540 0 15.0 456 16.3 497
w 46 0.540 0 15.0 684 39.2 1795
811 122 0.540 0 15.0 1825 30.6 3731
e 12 0.540 0 15.0 179 39.2 471
w 12 0.540 0 15.0 179 39.2 471
all 24 0,540 0 15.0 359 39.2 941
w 31- 0,540 0 15.0 456 39.2 1196
2018-Jan-20 07:41:37
y
wrightsoft- Right -Suite® Universal 2017 17.0.23 RSU23828 Page 5
eteFGRW\Lot45KensingionReserveF-steroBayCGRW.rup Calc - MJ8 House faces. W
Ceilings
16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 coil ins, 1/2"
gypsum board intfnsh
Floors
19C-19cscp: Fir floor, frm fir, 6" thkns, carpet flr fnsh, r-2 ext ins, r-19
cav ins, tight crwl ovr, 01 wall insul
20P-13c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-13 cav ins, amb
ovr
20P-13c: Fir floor, frm flr, 6" thkns, carpet fir fnsh, r-13 cav ins, gar ovr
1642 0.032 30.0 0.89 1456 1.74 2856
189 0.049 30.0 0.47 89 0.30 56
100 0.068 13.0 1.88 188 0.98 98
88 0.068 13.0 1.88 165 0.98 86
2018-Jan-20 07:41:37
wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU23828 Page 6
AM ...ateFGRW\t-o145KensinglonReserveEsteroBayCGRW.rup Calc . MJ8 House faces: W
Pro ect Summary
Job: LoMKensingtonResem..
wrightsoft y Date:
H
11
Entire House y
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM
Prowect Information
For: RYAN HOMES
3622 CRAWLEY DOWN LOOP, SAN FORD, FL32773
Notes: 1ST FLR BD 8-31-11 EJH
RVSD: 12-14-12 JM
RVSD: 2-6-13 JM
L.S. 01-20-18 SRP
Design Information
Weather: Orlando/Jetport, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 28 OF Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 46 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 26830 Btuh Structure 28279 Btuh
Ducts 9004 Btuh Ducts 13141 Btuh
Central vent (82 cfm) 2489 Btuh Central vent (82 cfm) 1573 Btuh
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 38323 Btuh Use manufacturer's data y
Rate/swing multiplier
Equipment sensible load
1.00
42992 BtuhInfiltration
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 4373 Btuh
Ducts 3270 Btuh
Central vent (82 cfm) 2543 Btuh
Heating Coolingg
7643 BtuhArea (W 3066 3066 Equipment latent load
Volume ()ft3) 26200 26200
Air charges/hour 0.37 0.19 Equipment Total Load (Sen+Lat) 50635 Btuh
Equiv. AVF (cfm) 162 83 Req. total capacity at 0.70 SHR 5.1 ton
Heating Equipment Summary Cooling Equipment Summary
Make n/a Make n/a
Trade n/a Trade n/a
Model n/a Cond n/a
AHRI ref n/a Coil n/a
AHRI ref n/a
Efficiency n/a Efficiency n/a
Heating input Sensible cooling 0 Btuh
Heating output 0 Btuh Latent cooling 0 Btuh
Temperature rise 0 OF Total cooling 0 Btuh
Actual air flow 0 cfm Actual air flow 0 cfm
Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat n/a Load sensible heat ratio 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
Wri ht:SOft-
zo,8 Jan 20 07.age I9Right -Suite® Universal 2017 17.0.23 RSU23828 Pape 1
ateFGRW\Lo145KensingionReserveEsteroBayCGRW.rup Calc - MJ8 House laces: W
Pro ect Summary
Job: Lot45KensingtonReserv..
f wrightsoft'
ZONE 1 Byte: E3H 11
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM
Prowect Information
For: RYAN HOMES
3622 CRAWLEY DOWN LOOP, SAN FORD. FL32773
Notes: 1ST FLR BD 8-31-11 EJH
RVSD: 12-14-12 JM
RVSD: 2-6-13 JM
L.S. 01-20-18 SRP
Design Information
Weather: Orlando/Jetport, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 28 OF Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 46 gr/lb
Heating Summary
Structure 16623 Btuh
Ducts 4172 Btuh
Central vent (28 cfm) 850 Btuh
Outside air
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 21646 Btuh
Infiltration
Method
Construction quality
Fireplaces
Simplified
Average
0
Heating Cool
Area (ftz 1340 Mt
Volume ()ft3) 13057 13057
Air charges/hour 0.36 0.18
Equiv. AVF (cfm) 78 40
Heating Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI
Model GSZ140301 K
AHRI ref :8242621
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 36 OF
8.5 HSPF
28000 Btuh @ 47OF
27 OF
947 cfm
0.046 cfm/Btuh
0.40 in H2O
Backup:
Input = 5 kW, Output = 18356 Btuh, 100 AFUE
Sensible Cooling Equipment Load Sizing
Structure 14109 Btuh
Ducts 6462 Btuh
Central vent (28 cfm) 537 Btuh
Outside air
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multiplier
Equipment sensible load
1.00
21108 Btuh
Latent Cooling Equipment Load Sizing
Structure 2840 Btuh
Ducts 1221 Btuh
Central vent (28 cfm) 868 Btuh
Outside air
Equipment latent load 4930 Btuh
Equipment Total Load (Sen+Lat) 26037 Btuh
Req. total capacity at 0.75 SHR 2.3 ton
Cooling Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI...
Cond GSZ140301 K
Coil ASPT37C14A
AHRI ref :8242621
Efficiency 12.5 EER, 15 SEER
Sensible cooling 21300 Btuh
Latent cooling 7100 Btuh
Total cooling 28400 Btuh
Actual air flow 947 cfm
Air flow factor 0.046 cfm/Btuh
Static pressure 0.40 in H2O
Load sensible heat ratio 0.81
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
s`
20t8Jan-Jan07 wry
htSOft' Right•Sufte® Universal RSU23828 Page 2 aIeFGRMLot45KensingtonReserveEsteroBoyCGRW.
rup Celc - MJ8 House faces: W
Project Summary
Job: Lot45KensingtonReserv..
wrightsoft'
ZOY
Date: 8-30-11 NE2By: EJH DEL -
AIR HEATING & AIR CONDITIONING 531
CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Project• •
For:
RYAN HOMES 3622
CRAWLEY DOWN LOOP, SANFORD, FL32773 Notes:
1ST FLR BD 8-31-11 EJH RVSD:
12-14-12 JM RVSD:
2-6-13 JM L.
S. 01-20-18 SRP Design
Information Weather:
Orlando/Jetport, FL, US Winter
Design Conditions Summer Design Conditions Outside
db 42 OF Outside db 93 OF Inside
db 70 OF Inside db 75 OF Design
TD 28 OF Design TD 18 OF Daily
range M Relative
humidity 50 % Moisture
difference 46 gr/lb Heating
Summary Sensible Cooling Equipment Load Sizing Structure
10207 Btuh Structure 14281 Btuh Ducts
4831 Btuh Ducts 6730 Btuh Central
vent (54 cfm) 1639 Btuh Central vent (54 cfm) 1036 Btuh Outside
air Outside air Humidification
0 Btuh Blower 0 Btuh Piping
0 Btuh Equipment
load 16677 Btuh Use manufacturer's data y Rate/
swing multiplier Equipment
load 1.
00 22047
Btuh InfiltrationsensibleMethod
Simplified Latent Cooling Equipment Load Sizing Construction
quality Average Fireplaces
0 Structure 1532 Btuh Ducts
2049 Btuh Central
vent (54 cfm) 1675 Btuh Heating
Cooling Outside air 5256
Btuh Area (ftz) 1726 1726 Equipment latent load Volume (
W) 13143 13143 Air
charges/hour 0.38 0.20 Equipment Total Load (Sen+Lat) 27303 Btuh Equiv.
AVF (cfm) 84 43 Req. total capacity at 0.75 SHR 2.4 ton Heating
Equipment Summary Cooling Equipment Summary Make
Goodman Mfg. Make Goodman Mfg. Trade
GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI... Model
GSZ140301 K Cond GSZ140301 K AHRI
ref :8242621 Coil ASPT37C14A AH
R I ref :8242621 Efficiency
8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating
input Sensible cooling 21300 Btuh Heating
output 28000 Btuh @ 470F Latent cooling 7100 Btuh Temperature
rise 27 OF Total cooling 28400 Btuh Actual
air flow 947 cfm Actual air flow 947 cfm Air
flow factor 0.063 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static
pressure 0.40 in H2O Static pressure 0.40 in H2O Space
thermostat Load sensible heat ratio 0.81 Capacity
balance point = 30 OF Backup:
Input =
5 kW, Output = 15735 Btuh, 100 AFUE Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-
Jan-20 07:41:37 r.
e * wr19htsofV Right -Suite® Universal 2017 17.0.23 RSU23828 Pape 3 eteFGRW\
Lo145KensingtonReserveEsteroBayCGRW.rup Cale - MJ8 House laces: W
wrightsofC Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONINGF531CODISCOWAY, SANFORD, FL 32771 Phone: 407-333.2665 ax 407-333-3853 Web: WWW.DEL-AIR.COM
Job: LoMKensingtonRese veEs...
Date: 8-30-11
By: EJH
1 Room name Entire House ZONE 1
2 Exposed wall 301.0 It 135.0 It
3 Room height 8.6 It 9.3 If
4
5
Room dimensions
Room area 3041.9 tY 1399.0 ft
Ty Constriction
number
U-value
BtuhnlL•F)
Or HTM
BtuNftz)
Area (Its
or perimeter (it)
Load
Btuh)
Area (I11)
or perimeter (It)
Load
Btuh)
Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 LC12B-0sw
ILVjl
2A-2om
13A-2ocs
0,097
0.540
a 201
n
n
n
2.69
14.96
5.57
2.76
15.94
4.37
348
15
434
333
0
395
894
228
2202
918
243
1729
0
0
434
0
0
395
0
0
2202
0
0
1729
11
2A-tom
16A-19W
0.540
0.049
n
n
14.96
1.36
15.94
3.64
39
4
0
4
577
5
614
13
39
0
0
0
577
0
614
0
6
W
W
y
C6
16A-19ad
12B-0sw
2A-2om
0.049
0.097
0.540
no
a
a
1.36
2.69
14.95
3.64
2.76
39.23
1
316
12
1
Z74
0
2
735
179
5
755
471
0
0
0
0
b
0
0
0
0
0
0
0
2A-tom
13A-2ocs
2A-2om
2A-Zom
2A-2omd
0,540
0.201
0.540
M540
0.620
a
a
a
a
a
14.96
5.57
14.96
14.96
17.17
39.23
4.37
39.23
15.94
16.08
31
369
32
32
48
0
256
0
32
48
456
1425
484
484
824
1196
1119
1270
516
772
0
369
32
32
48
0
256
0
32
48
0
1425
484
484
824
0
1119
1270
516
772
W
W
16A-19ad
16A-19ad
0.649
0.049
a
se
1.36
1.36
3.64
3.64
7
1
7
1
9
2
24
5
0
0
0
0
0
0
0
0
I `
C
12B-0sw
2A-2om
13A-2ocs
0.097
0.540
0.201
s•
5
s
Z69
14.96
5.57
2.76
16.28
4.37
348
31
280
318
23
248
853
456
1379
976
497
1083
0
0
280
0
0
248
0
0
1379
0
0
1083Vy
L---G 2A-2om
16A-19ad
16A-19ad
0.540
0.049
0.049
s
s
sw
14.96
1.36
1.36
15.94
3.64
3.64
32
4
1
32
4
1
484
5
2
516
13
5
32
0
0
32
0
0
484
0
0
516
0
0
W
W
2A-2DM2A-2om
2A-2om
2A-2om
13A-2ocs
0.
5400.540
0.540
0,540
0.201
w
w
w
w
w
269
14.96
14.96
14.96
5.57
276
39.23
39.23
39.23
4.37
31212
46
31
177
2200
0
0
113
179179
654
456
627
471471
1795
1196
492
0
0
0
0
177
0
0
0
0
113
0
0
0
0
627
0
0
0
0
492
2A-2om
2A-2orn
0.540
0.540
w
w
14.96
14.96
20.68
21.93
39
6
31
5
577
92
797
135
39
6
31
5
577
92
797
135
11DO
16A-19ad
16A-19ad
0.390
0.049
0.049
w
w
nw
10.80
1.36
1.36
1Z03
3.64
3.64
20
7
1
20
7
1
216
9
2
241
24
5
20
0
0
20
0
0
216
0
0
241
0
0
W
W
q 12B-0sw 0.097 Z69 1.75 345 328 880 574 345 328 880 574
L•--a 11DO 0.390 n 10.80 12.03 18 18 192 214 18 18 192 214
C
F
16B-30ad
19C-19cscp
0.032
0.049
0.89
0.47
1.74
0.30
1775
189
1775
189
1574
89
3088
56
133
0
133
0
118
0
231
0
F 2OP-13a 0.068 1.88 0.98 100 100 188 98 0 0 0 0
F 2OP-13c 0.068 1.88 0.98 88 88 165 86 0 0 0 0
F 22A-ipl 0.98.9 27.40 0.00 1399 135 3698 0 1399 135 3698 0
6 c) AED excursion 281 0
Envelopeloss/gain 21926 22818 14259 10302
12 a) Infiltration 4904 1591 2364 767
b) Room ventilation 0 0 0 0
13 Intemal gains: Occupants @ 230 9 2070 8 1840
Appliances/other 1800 I 1200
Subtotal Pines 6 to 13) 26830 28M 16623 14109
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 2%V 28Z79 1613M 14109
15 Duct loads 34% 47% 9004 13141 25% 46% 4172 6462
Total room load
Air required (clm) I 1
35834
1894
41420
1894 1
20796
947
20571
947
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
l\ '
wrightSoft' Right -Suite® Universal 2017 17.0.23 RSU23828
2018,1an•20 07:e IPage
ateFGRW\Lot45KensingtonReserveEsteroBayCGRW.rup Calc . MJ8 House laces: W
wrightsofr Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lo145KensingtonReserveEs...
Date: 8-30-11
By: EJH
1 Room name ZONE 2
2 Exposed wall 166.0 ft
3 Room height 8.0 ft
4 Room dimensions
5 Room area 16429 it=
Ty lion
number BtuFVltz F)
Or HTM
at fix)
Area Of)
or perimeter (it)
Load
Btuh)
Area
or perimeter
Load
Heal Cod Gross N/P/S Heat Cool Gross N/P/S Heal Cod
6 1q/ 12B-Osw 0,097 n 2.69 276 348 333 894 918
C 2A-2om 0.540 n 14.96 15.94 15 0 228 243
yl 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0
C 2A-2om 0.540 n 14.96 15.94 0 0 0 0
11 W 16A-19ad 0.049 n 1.36 3.64 4 4 5 13
W 16A-19ad 0.049 ne 1.36 3.64 1 1 2 5
yI 12B-0sw 0,097 a 269 276 316 274 735 755
G 2A-2om Q540 a 14.96 39.23 12 0 179 471
L--G 2A-2om 0.540 a 14.96 39.23 31 0 456 1196
0.201 a 5.57 4.37 0 0 0 0
TE
13A-2ocs
2A-2om 0,540 a 14.96 39.23 0 0 0 0
2A-2om 0.540 a 14.96 15.94 0 0 0 0
2A-2omd 0.620 a 17.17 16.08 0 0 0 0
W 16A-19ad 0.049 a 1.36 3.64 7 7 9 24
W 16A-19ad 0,049 se 1.36 3.64 1 1 2 5
1y
C
12B-0sw 0.097 s 26 276 348 318 853 876
2A-20m 0.540 s 14.96 16.28 31 23 456 497
yl 13A-2ocs 0.201 s 5.57 4.37 0 0 0 0
2A-2om 0.540 s 14.96 15.94 0 0 0 0C
W 16A-19ad 0.049 s 1.36 3.64 4 4 5 13
W 16A-19ad 0.049 sw 1.36 3.64 1 1 2 5
12B Osw 0.097 w 269 276 316 228 612 629
2A-2Dm 0.540 w 14.96 39.23 12 0 179 471
2A-2Dm 0.540 w 14.96 39.23 46 0 684 1795
2A-2oni 0.540 w 14.96 39.23 31 0 456 1196
13A-2ocs 0,201 w 5.57 4.37 0 0 0 0
2A-2om 0,540 w 14.96 20.68 0 0 0 0
2A-2om 0.540 w 14.96 21.93 0 0 0 0
11DO 0.390 w 10.80 12.03 0 0 0 0
W 16A-19ad 0.049 w 1.36 3.64 7 7 9 24
W 16A-19ad 0.049 nw 1.36 3.64 1 1 2 5
q 12B-05w 0.097 269 1.75 0 0 0 0
D 11DO 0.390 n 10.80 12.03 0 0 0 0
C 1613-30ad 0.032 0.89 1.74 1642 1642 1456 2856
F 19C-19cscp 0.049 0.47 0.30 189 189 89 56
F 20P-13c 0.068 1.88 0.98 100 100 188 98
F 20P-13c 0,068 1.88 0.98 88 88 165 86
F 22A-tpf 0,989 27.40 0.00 0 0 0 0
6 c) AED excursion 1 391
Envelope loss/gain 7657 12627
12 a) Infiltration 2540 824
b) Room ventilation 0 0
13 Internal gains: Occupants @ 230 1 230
Appllances/other 600
Subtotal Pines 6 to 13) 10207 14281
Less external load 0 0
Less transfer 0 0
Redistribution 0 0
14 Subtotal 10207 14281
15 Duct loads 1 47% 47% 4831 6730
Total room load 1 15038 21011
Air required (cfm) 1 947 947
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wr1ghttS9PfV Right•SuiteO Universal 2017 17.0.23 RSU23828
2018Jan•20 0Page 2
A ateFGRW1Lol45KensinglonReserveEsteroBayCGRW.rup Calc - 101J8 House faces: W
wrightsoft* Right-JO Worksheet
ZONE 1
DEL -AIR HEATING & AIR
531 CODISCO WAY, SANFORD, FL 32771
CONDITIONING
ax: 407-333.3853 Web: WWW.DEL-AIR.COM
Job: Lot45KensingtonReserveEs...
Date: 8-30-11
By: EJH
1 Room dame ZONE 1 KIT/DINETTE
2
3
Exposed wail
Room height
135.0 it
9.3 1t
37.0 1l
9.3 1t heal/cool
4 Room dimensions 12.5 x 24.5 it
5 Room area 1399.0 it: 306.3 ft2
Ty Construction
number
U-value
BtuM12-IF)
Or HTM
Btutt/ft2)
Area (I11)
or perimeter (it)
road
Btuh)
Area 012)
or perimeter (it)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6
11
W
C
Vy
L_ a
12B-OSW
2A-2orn
13A-2ocs
2A-2om
16A-19ad
0.097
0.540
0.201
0.540
0,049
n
n
n
n
n
0.00
0.00
5.57
14.96
0.00
0.00
0.00
4.37
15.94
0.00
0
0
434
39
0
0
0
395
0
0
0
0
2202
577
0
0
0
1729
614
b
0
0
229
0
0
0
0
2229
0
0
0
0
1273
0
0
0
0
1000
0
0W-
W 16A-19ad
12B-Osw
2A-2om
0,049
0.097
0.540
no
a
a
0.00
0.00
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
b
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yI
2A-2txn
13A-2ocs
0.540
0.2D1
a
a
0.00
5.57
0.00
4.37
0
369
0
256
0
1425
0
1119
0
117
0
84
0
469
0
369
I-C
Lam_(('
2A-2om
2A-2om
2A-2omd
0.540
0.540
0.620
a
a
a
14.96
14.96
17.17
39.23
15.94
16.08
32
32
48
0
32
48
484
484
824
1270
516
772
32
0
0
0
0
0
484
0
0
1270
0
0
W
W
16A-19ad
16A-19ad
0.049
0,049
a
se
0.00
0.00
0.00
0.00
0
0
0
0
0
0
b
0
0
0
0
0
0
0
0
0
1 r
C
12B-Osw
2A-2om
13A-2ocs
0.097
0.540
0.201
s
s
s
OAD
0.00
5.57
0.00
0.00
4.37
0
0
28D
0
0
248
0
0:
1379
0
0
1083
01
0
0
0
0
0
0
0
0
0
0
0t-C
W
W
2A-2om
16A-19ad
16A-19ad
0.540
0.049
0.049
s
s.
sw
14.96
0.00
0.00
15.94
0.00
0.00
32
0
0
32
0
0
484
0
0
516
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1 r 12B-0sw
2A-2om
2A-2om
2A-2om
13A-20cs
Q5400.540
0.540
0.540
0.201
w
w
w
w
w
0.00
0.00
0.00
0.00
5.57
0.00
0.00
0.00
0.00
4.37
0
0
0.
0
177
0
0
0
0
113
0
0
0
0
627
0
0
0
0
492
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1-(CCa,
2A-2om
2A-2om
0.540
0.540
w
w
14.96
14.96
20.68
21.93
39
6
31
5
577
92
797
135
0
0
0
0
0
0
0
0
11 DO
16A-19ad
16A-19ad
0.390
0.049
0.049
w
w
nw
10.80
0.00
0.00
12.03
0.00
0.00
20
0
0
20
0
0
216
0
0
241
0
0
0
0
0
0
0
0
0
0
0
0
0
0
VV
W
12B-Osw 0.097 Z69 1.75 345 328 88D 574 0 0 0 01-0 11DO 0.390 n 10.80 12.03 18 18 192 214 0 0 0 0
C
F
16B-30ad
19C-19cscp
0.032
0.049
0.89
0.00
1.74
O.OD
133
0
133
0
118
0
231
0
0
0
0
0
0
0
0
0
F 20P-13c 0.068 0.00 0.00 0 0 0 0 0 0 0 0
F 2OP-13c 0,068 0.00 0.00 0 0 0 0 0 0 0 0
F 22A-tpl 0.989 27.40 0.0D 1399 135 3698 0 306 37 1014 0
6 c) AED excursion 0 170
Envelope loss/gain 142% 10= 3240 2468
12 a) IMiltratlon
b) Room ventilation
2364
0
767
0
648
0
210
0
13 Intemai gains: Occupants @ 230 8 1840 0 0
Appliances/other 1200 12DD
Subtotal (lines 6 to 13) 16623 14109 3888 3878
Less external load 0 0 0 0
Less transfer 0 0 0 0
14
Redistribution
Subtotal
0
16623
0
14109
0
3988
0
3878
1151 Duct loads 1 255'e 46% 4172 6462 259/6 460/6 976 1776
Total nwm load
Air required (cfm) I i
20796
i
947
20571
947
4864
222
5654
260
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
AM4 1- wright5aft' Right -Suite® Universal 2017 17.0.23 RSU23828
2018 Jan 20 0 Page 3
ateFGRW\Lot45KensingtonReserveEsteroBayCGRW.rup Calc - MJ8 House faces. W
wrightsoft, Right-JO Worksheet
ZONE 1
DEL -AIR HEATING & AIR
CONDITIONIN
531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2965 Tax 407-333-3853 Web. WWW.DEL-AIR.COM
Job: Lot45KensingtonReserveEs...
Date: 8-30-11
By: EJH
1 Room name FAMILY HALL
2 Exposedwall 27.0 It 0 it
3 Room height 9.3 It heal/cod 9.3 it heat/cod
4 Room dimertslons 1.0 x 409.8 It 1.0 x 147.5 it
5 Room area 409.8 ill 147.5 1tz
Ty
number
construction
BluWRL F)
Or BtiTMulYft) orea perimeter (fl) Btu) oreaperimeter (ft) Btuh)
Heal Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool
6 Vy
C
128-0sw
2A-2om
0.097
0.540
n
n
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
U
0
0
0
13A-2ocs 0,201 n 5.57 4.37 0 0 0 0 0 0 0 0
11
2A-2om
16A?19ad
0,540
0.049
n
n
14.96
0.0D
15.94
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0W -
W 16A•19ad 0.049 no 0.00 0.00 0 0 0 0 0 0 0 0
v
i--1
12B-0sw
2A-2om
0.097
0,540
a
a
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
C 2A-26m
13A-2ocs
0.540
0.201
a
a
0.00
5.57
0.0D
4.37
0
159
0
111
0
616
0
484
0
0
0
0
0
0
0
0
2A-2om
2A-2om
0.540
1540
a
a
14.96
14.96
39.23
15.94
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2omd 0.620 a 17.17 16.08 48 48 824 772 0 0 0 0
W
W
16A-19ad
16A-19ad
0.049
0.D49
a
se
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W 28-0sw
2A-2om
0.097
0.540
s
s
0.00
0.00
0.00
0:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yl
t-G
13A-2ocs 0.201 s 5.57 4.37 93 61 339 266 0 0 0 0
2A-2om
16A-19ad
16A-19ad
0.540
0.049
0.049
s
s
sw
14.96
0.00
0.00
15.94
0.00
0.00
32
0
0
32
0
0
484
0
0
516
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
W
128-0SW
2A-2om
0.007
0.540
w
w
0.00
0.00
0.00
0,0D
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om
2A-2om
13A-2ocs
0.540
0.540
0.201
w
w
w
0.00
0.00
5.57
0.00
0.00
4.37
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om
2A-2om
0,540
0,540
w
w
14.96
14.96
20.68
21.93
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11DO
16A-19ad
0,390
0.049
w
w
10.80
0.00
1203
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0W
W 16A-19ad 0.049 nnv 0.0D 0.00 0 0 0 0 0 0 0 0
q 12B-0sw 0.097 2.69 1.75 0 0 0 0 182 164 441 288
L-0 11D0 0.390 n 10.80 1203 0 0 0 0 18 18 192 214
c 16B-30ad 0.032 0.89 1.74 0 0 0 0 0 0 0 0
F 19C-19cscp 0.049 0.0D 0.00 0 0 0 0 0 0 0 0
F 20P-13c 0.068 0.00 0.00 0 0 0 0 0 0 0 0
F 20P-13c 0.068 0.00 0.00 0 0 0 0 0 0 0 0
F 22A-ipl 0.989 2.7.40 0.00 410 27 740 0 148 0 0 0
6 c) AED excursion 239 52
Envelope loss/gain 30D4 1799 633 449
12 a) Infiltration 473 153 0 0
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 5 1150 1 230
Appliances/other 0 0
Subtotal (lines 6 to 13) 3477 3103 633 679
Less eMemal load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 398 397
14 Subtotal 3477 3103 1031 1076
15 Duct loads 1 250/9 46% 873 1421 259/0 46% 259 493
Total room load I 4349 4524 1290 1 1569
Air required (c1m) 1 1 198 208 1 1 59 72
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrilghtsofC Right -Suite® Universal 2017 17.0.23 RSU23828
2018Jan•20 0Page 4
ateFGRW\Lol45KensingtonReserveEsteroBayCGRW.rup Calc - MJ8 House faces: W
9
wrightsoft Right-JO Worksheet
ZONE 1
DEL -AIR HEATING & AIR
531 CODISCO WAY, SANFORD, FL 327 11
CONDITIONING
ax: 407-333.3853 Web. WWW.DEL-AIR.COM
Job: Lot45KensingtonReserveEs...
Date: 8-30-11
By: EJH
1 Room name 1STFLR BTH 1STFLR BD
2 Exposed wall 5.5 it 24.5 It
3 Room height 9.3 it heal/cool 9.3 It heal/cool
4 Room dmertsions 5.5 x 5.6 It 1.0 x 151.8 It
5 Room area 30.7 it2 151.8 IF
Ty Construction
number
Uwalue
Btuh/ftL*F)
Or HTM
Btul1ft)
Area 011)
or perimeter (it)
Load
Btuh)
Area (it)
or perimeter (II)
Load
Btuh)
Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod
6 W
C
y!
12B-0sw
2A-torn
13A-2ocs
0.097
0.540
0.201
ri
n
n
0.00
0.00
5.57
0.00
0.00
4.37
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
ILO 2A-20m
16A-19ad
0.540
0.049
n
n
14.96
0.00
15.94
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0W '
W 16A-19ad
12B-0sw
2A-2om
0.049
0.097
0.540
no
a
a
0.00
0.00
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2am
13A-2ocs
0,540
0.201
a
a
0.00
57
0.00
4.37
0
0
0
0
0
0
0
0
0
93
0
61
0
339
0
266
2A-2om
2A-2om
2A-2omd
0.540
0.540
0.620
a
a
a
14.96
14.96
17.17
39.23
15.94
16.00
0
0
0
0
0
0
0
0
0
0
0
0
0
32
0
0
32
0
0
484
0
0
516
0
W
W
16A-19ad
16A-19ad
0.049
0.049
a
se
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4 l 12B-0sw
2A-20m .
13A-2ocs
0.097
0.540
0.201
s
s
s
0.00
0.00
5.57
MOD
0.00
4.37
0
0
51
0
0
51
0
0
286
0
0
224
0
0
135
0
0
135
0
0
753
0
0
592
13
yLO 2A-20rn
16A-19ad
16A-19ad
0.540
0.049
0.049
s
s
sw
14.96
0.00
0.00
15.94
0.00
0.0D
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
W
12B-0sw
2A-2om
0.097
0.540
w
w
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2Dm
2A-2Dm
13A-2ocs
0.540
0.540
0.201
w
w
w
0.00
0.00
5.57
0.00
0.00
4.37
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om
2A-2om
0.540
0,540
w
w
14,96
14.96
20.68
21.93
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11 D0
16A-19ad
16A-19ad
0.390
0.049
0.049
w
w
nw
10.80
0.00
0.00
1203
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
W
12B-0sw 0,097 2.69 1.75 51 51 138 90 0. 0 0 0L-0 11D0 1390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.89 1.74 0 0 0 0 0 0 0 0
F 19C-19cscp 1.049 0.00 0.00 0 0 0 0 0 0 0 0
F 2OP-13c 0.068 0.00 0.00 0 0 0 0 0 0 0 0
F,
F
2OP-13c
22A-ipl
0.068
0.989
0.00
27.40
0.00
0.00
0
30
0
6
0
151
0
0
0
152
0
25
0
671
0
0
6 c) AED excursion 25 108
Envelopeloss/gain 574 290 2248 1266
12 a) Infiltration
b) Room ventilation
96
0
31
0
429
0
139
0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 1 0
Subtotal (lines 6 to 13) 671 321 2677 1405
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 671 321 2677 1405
151 Duct loads 1 25% 46% 168 147 25% 469'e 672 644
Total room load I 839 468 1 3349 2049
Air required (cim) 1 1 38 22 153 94
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
37
wrightsc ft' Right-Sulte® Universal 2017 17.0.23 RSU23828
201&Jan-20 0 Pag9e 5
ateFGRW\Lot45KensingtonReserveEsteroBayCGRW.rup Calc - MJ8 House faces, W
wrightsoft Right-JO Worksheet
ZONE 1
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot4l5KensingtonReserveEs...
Date: 8-30-11
By: EJH
1 Room name DINING FOYER
2 Exposed wall 34.5 ft 6.5 It
3 Room height 9.3 It heal/cool 9.3 1t heat/cool
4 Room dimensions 12-5 x 22.0 it 6.5 x 12.0 If
5 Room area 275.0 It= 78.0 Ile
Ty Construction U-value Or HTM Area (it,) Load Area (I11) Load
number BtuWItL*F) Btuh/It2) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool
6 12B-0sw 0.097 n 0.60 0.00 0 0 0 0 0 0 0 0
C 2A-2om 0.540 n 0.00 0.00 0 0 0 0 0 0 0 0
13A-2ocs 0.201 n S57 4.37 205 167 929 729 0 0 0 0
2A-2om 0.540 n 14.96 15.94 39 0 577 614 0 0 0 0
W11 16A-19ad 0.049 n 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 no 0.00 0.00 0 0 0 0 0 0 0 0
V
i--la
t--Ca
12B-0sw
2A-2an
0,097
0.540
a
a
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om 0.540 6 0.00 0.00 0 0 0 0 0 d 0 0
13A-2ocs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0,540 a 14.96 39.23 0 0 0 0 0 0 0 0
2A-2om 0.540 a 14.96 15.94 0 0 0 0 0 0 0 0
2A-2omd 1620 a 17.17 16.08 0 0 0 0 0 0 0 0
W fiA-19ad 0.049 a 0.00 0.00 0 0 0 0 0 d 0 d
W 16A-19ad 0.049 se 0.00 0.00 0 0 0 0 0 0 0 0
12B-0s* 41697 s 0.00 0.00 0 0 0 0 d 0 d 0
2A-2om 0.540 s 0.OD 0.00 0 0 0 0 0 0 0 0
y/
G
13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0,540 s 14.96 15.94 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 s 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 sw 0.00 0.00 0 0 0 0 0 0 0 0
12B-0sw 0.097 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-Zom 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-26m
13A-2ocs
0.540
0.201
w
w
0.00
5.57
0.00
4.37
0
117
0
78
0
435
0
342
0
61
0
35
0
192
0
151
2A-2an
2A-2om
0.540
0,540
w
w
14.96
14.96
20.68
21.93
39
0
31
0
577
0
797
0
0
6
0
5
0
92
0
135
11DO 0,390 w 10.80 17-03 0 0 0 0 20 20 216 241
W 16A-19ad 0,049 w 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 nw 0.00 0.00 0 0 0 0 0 0 0 0
q 12B-0sw 0.097 2.69 1.75 0 0 0 0 112 112 301 196
0 11DO 0.390 n 10.80 1203 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.89 1.74 88 88 78 152 46 46 40 79
F 19C-19cscp 0.049 0.00 0.00 0 0 0 0 0 0 0 0
F 20P-13c 0.068 0.00 0.00 0 0 0 0 0 0 0 0
F 20P-13c 0.068 0.00 0.00 0 0 0 0 0 0 0 0
F 22A-ipl 0;989 27.40 0.00 275 35 945 0 78 7 178 0
6 c) AED excursion 533 61
Envelope loss/gain 3539 3168 1019 862
12 a) Infiltration 6D4 196 114 37
b) Roan ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 1 230 1 230
Appliances/other 1 01 1 0
Subtotal pines 6 to 13) 4144 3594 1133 1129
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 735 733 1133 1129
14 Subtotal 4879 4326 0 0
1151 Duct loads 1 2596 46546 1225 1981 259; 46% 0 0
Total room load 6103 6308 0 0
Air required (cfm) 278 290 0 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
L Wri htsotFC 2018.1an-20 07:41:37
A- 9 Right-SuiloO Universal 2017 17.0.23 RSU23828 Page 6
ateFGRW\Lot45KensingionReserveEsteroBayCGRW.rup Cale - MJ8 House faces: W
wrightsoft* Right-JO Worksheet
ZONE 2
DEL -AIR HEATING & AIR
531 CODISCO WAY, SANFORD, FL 327 11CONDITIONINGhe: 65Fax 407-333.3853 Web: WWW.DEL-AIR.COM Job:
LoMKensingtonReserveEs... Date:
8-30-11 By:
EJH 1
Room name ZONE 2 BDRM4 2
3
4
5
Exposed
wall Room
height Room
dimensions Room
area 166.
0 ft 0
it 16429
ft° 16.
0 it 8.
0 ft heal/coal 1.
0 x 164.0 ft 164.
0 fit Ty
Constriction number
U-
value Blult/
It2-°17 Or
HTM BtufVft2)
Area (
ft) or
perimeter (fl) Load
Btuh)
Area (
fl2) or
perimeter (1t) Load
81uh)
Heal
Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6
11
W
t-
C 12B-
0sw 2A-
20m 13A-
2ocs 2A-
2om 16A-
19ad 16A-
19ad 12B-
0sw 2A-
2am 2A-
26m 13A-
2ocs 2A-
2om 2A-
2om 2A-
2omd 1GA-
19ad 16A-
19ad 12B-
0sw 2A-
2om, 13A-
2ocs 2A-
2om 16A-
19ad 16A-
19ad 12B-
0sw 2A-
2om 2A-
2om 2A-
2om 13A-
2ocs 2A-
2om 2A-
2om 11D0
16A-
19ad 16A-
19ad 1213-
0sw 11DO
168-
30ad 19c-
19cscp 2DP-
13c 0.
097 a540
0.
201 0.
540 0.
049 0.
049 0.
097 0.
540 0.
540 0.
201 0,
540 0.
540 0.
620 0,
049 0.
049 0.
097 0.
540 0.
201 0,
540 0.
049 0.
049 0.
097 0.
540 a540
0.
540 0.
201 0.
540 0.
540 0.
390 0.
049 0.
049 1097
0.
390 0.
032 0.
049 1068
n
n
n
n
n
no
a
a
a
a
a
a
a
a
se
s
s
s
s
s
sw
w
w
w
w
w
w
w
w
w
rtw
n
269
14.
96 0.
00 0.
00 1.
36 1.
36 2.
69 14.
96 14.
96 0.
00 0.
00 0.
00 0.
00 1.
36 1.
36 269
14.
96 0.
00 0.
00 1.
36 1.
36 269
14.
96 14.
96 14.
96 0.
00 0.
00 0.
00 0.
00 1.
36 1.
36 0.
00 0.
00 0.
89 0.
47 1.
88 276
15.
94 0.
00 0.
00 3.
64 3.
64 276
39.
23 39.
23 0.
00 0.
00 0.
00 0.
00 3.
64 3.
64 276
16.
28 0.
00 0.
00 3.
64 3.
64 276
39.
23 39.
23 39.
23 0.
00 0.
00 0.
00 0.
00 3.
64 3.
64 0.
00 0.
00 1.
74 0.
30 0.
98 348
15
0
0
4
1
316
12
31
0
0
0
0
7
1
348
31
0
0
4
1
316
12
46
31
0
0
0
0
7
1
0
0
1642
189
100
333
0
0
0
4
1
274
0
0
0
0
0
0
7
1
318
23
0
0
4
1
228
0
0
0
0
0
0
0
7
1
0
0
1642
189
100
894
228
0
0
5
2
735
179
456
0
0
0
0
9
2
853
456
0
0
5
2
612
179
604
456
0
0
0
0
9
2
0
0
1456
89
188
918
243
0
0
13
5
755
471
1196
0
0
0
0
24
5
876
497
0
0
13
5
629
471
1795
1196
0
0
0
0
24
5
0
0
2856
56
98
32
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
96
12
15
0
0
0
0
0
0
0
0
0
164
0
0
32
0
0
0
0
0
6
0
0
0
0
0
0
0
0
0
0
0
0
0
0
69
0
0
0
0
0
0
0
0
0
0
0
164
0
0
86
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
185
179
228
0
0
0
0
0
0
0
0
0
145
0
0
88
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
190
471
598
0
0
0
0
0
0
0
0
0
285
0
0
W-•
W
yI
G
C
W
W
t-
C Vy
G
W
W
1
f W
W
q
L•--
D c
F
F
F
F
2OP-
13C 22A-
tpl 0.
068 a989
1.
88 0.
00 0.
98 0.
00 88
0
88
0
165
0
86
0
88
0
88
0
165
0
85
0
6
c) AED excursion 391 297 Envelope
loss/galn 7667 12627 989 2015 12
a) Infiltration 2540 824 240 78 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 1 230 0 0 Appliances/
other 600 1 0 Sub
total (Fines 6 to 13) 10207 14281 1229 2093 Lass
external load 0 0 0 0 14
Less
transfer Redistribution
Subtotal
0
0
10207
0
0
14281
0
0
1229
0
0
2093
15
Duct loads 4796 47% 4831 6730 47% 47% 5821 986 Total
room load Air
required (elm) 15038
947
21011
947
1811
114
3079
139
Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. A -
wrightS
aft- Right -Suite® Universal 2017 17.0.23 RSU23828 201fi.
lan-20 07:41 age7 Page
7 ateFGRW\
Lol45KensingtonReserveEstemBayCGRW.rup Calc - MJ8 House faces: W
wrightsoft Right-JO Worksheet
ZONE 2
DEL -AIR HEATING & AIR
531 CODISCO WAY, SANFORD, FL 327CONDI TI N665 107.333.3853 Web: WWW.DEL-AIR.COM
Job: LoMKensingtonReserveEs...
Date: 8-30.11
By: EJH
1 Room name BDRM3 LOFT
2
3
Exposed wall
Room height
26.5 If
8.0 1t heal/cool
40.0 ft
8.0 It heal/cool
4
5
Room dmerelons
Room area
1.0 x 151.5 ft
151.5 it2
1.0 x 3220 ft
322.0 112
Ty I Construction
number
U-value
Btuh/Iti•F)
Or HTM
BtuWtt
Area (112)
or perimeter (ft)
Load
Btuh)
Area (fill
or perimeter (h)
Load
Btuh)
Heat Cod Gross WP/S Heat Cod Gross N/P/S Heat Cod
6
11
W
C
Vy
L---G
12B-0sw
2A-tom
13A-2ocs
2A-2om
16A-19ad
16A-19ad
12B-0sw
2A-2om
2A4om
13A-2ocs
2A-2om
2A-2om
2A-2omd
16A-19ad
16A-19ad
12B-0sw
2A-2orn
13A-2ocs
2A-2on
6A-19ad
16A-19ad
12B-0sw
2A-2Dm
2A-26ni
2A-2om
2A-2or13A-2DCS
2A-2om
2A-2om
11DO
16A-19ad
16A-19ad
128-0sw
11D0
168-30ad
19C-19cscp
20P-13c
0.097
a540
0.201
0.540
0,049
0,049
0.097
0.540
0.540
0.201
0,540
0.540
0.620
0.619
0.049
0.097
0.540
0.201
0.540
0.049
0.049
Q097
Q540
0,540
0.540
0.
5400.540
0.540
0.390
0.049
Q049
Q097
Q390
0.032
0.049
M068
n
n
n
n
n
no
a
a
a
a
a
a
a
a
se
s
s
s
s
s
sw
w
w
w
w
w
w
w
w
w
rtw
n
269
14.96
0.00
0.00
1.36
1.36
269
14.96
14.96
0.00
0.00
0.00
0.00
1.96
1.36
2.69
14.96
0.00
0.00
1.36
1.36
2.69
14.96
14.96
14.96
0.00
0.00
0.00
0.00
1.36
1.36
0.00
0.00
0.89
0.47
1.88
276
15.94
0.00
0.00
3.64
3.64
276
39.23
39.23
0.00
0.00
0.00
0.00
3.64
3.64
276
16.28
0.00
0.00
3.64
3.64
276
39.23
39.23
39.23
0.00
0.00
0.00
0.00
3.64
3.64
0.00
0.00
1.74
0.30
0.98
104
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
108
0
0
31
0
0
0
0
0
0
0
0
152
0
0
104
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
78
0
0
0
0
0
0
0
0
0
0
0
152
0
0
279
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2D8
0
0
456
0
0
0
0
0
0
0
0
134
0
0
287
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
214
0
0
1196
0
0
0
0
0
0
0
0
263
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
208
31
0
0
0
0
112
0
31
0
0
0
0
0
0
0
0
0
322
189
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
178
23
0
0
0
0
82
0
0
0
0
0
0
0
0
0
0
0
322
189
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
477
456
0
0
0
0
219
0
456
0
0
0
0
0
0
0
0
0
285
89
0
0
0
0
0
0
0
0
0
0.
0
0
0
0
0
0
490
497
0
0
0
0
225
0
1196
0
0
0
0
0
0
0
0
0
560
56
0
W
W
yl
W
W
Vy
G
t-C
W
W
W
W
1-0
C
F
F
F
F
20P-13c
22A-tpl
Q068
M989
1.88
0.00
0.98
0:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6 c) AED excursion 327 102
Envelope loss/gain 1078 2288 1983 3126
12 a) Infiltration 398 129 600 195
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 1476 2417 2583 3321
Less external load 0 0 0 0
14
Less transter
Redistribution
Subtotal
0
0
1476
0
0
2417
0
0
2583
0
0
3321
15 Duct loads 1 47% 4796 699 1139 47Ye 47% 12231 1565
Total room load
Air required (dm) 1 2175
137
3556
160
3806
240
4886
220
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
A
wr19htt 5Vf _ Right -Suite® Universal 2017 17.0.23 RSU23828
2018,1an 20 07
Page8Pape
ateFGRW\Lot45KensinglonReserveEsteroBayCGRW.rup Calc - MJ8 House faces: W
wrighttsofr Right-JO Worksheet
ZONE 2
DEL -AIR HEATING & AIR
531 COD ISCO WAY, SAN FORD, FL 327 11 Phov 4o-333--266N5 Fax 407-333.3853 Web: WWW.DEL-AIR.COM
Job: Lot0KensingtonReserveEs...
Date: 8-30-11
By: EJH
1 Room name MBDRM MWIC2
2
3
Exposed wall
Room height
19.0 A
8.0 ft heaUcool
8.5 Il
0 1t heat/cod
4
5
Room dimensions
Room area
1.0 x 311.5 ft
311.5 W
7.0 x 8.5 ft
59.5 its
Ty Construction
number
U-value
Btuhnt-T)
Or HTM
Btuh/1t2)
Area (I12)
or perimeter (ft)
Load
Btuh)
Area 012)
or perimeter (ft)
Load
Btuh)
Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6
11
1ql
I---G
12B-0sw
2A-2orn
13A-2ocs
2A-2Dm
16A-19ad
16A-19ad
1213-0sw
2A=2om
2A-2om
2A-2an
2A-2om
2A-2omd
16A-19ad
16A-19ad
128-0sw
2A-2an
13A-2ocs
2A-2om
16A-19ad
16A-19ad
2A72DM2A-2om
2A-2Dm
2A-2om
13A-2ocs
2A-2om
2A-2om
11 DO
16A-19ad
16A-19ad
0.097
0,540
0.201
0.540
0.049
0.049
0,097
0.540
0.540
0.201
0.540
0.540
0.620
0.049
0.049
0.097
0.540
0.201
0,540
0,049
0.049
0.097
0.540
0.540
0.540
0.201
0.540
0.540
0.390
0.049
0.049
n
n
n
n
n
no
a
a
a
a
a
a
a
a
se
s
5
s
s
s
sw
w
w
w
w
w
w
w
w
w
nw
Z69
14.96
0.00
0.00
1.36
1.36
Z69
14.96
14.96
0.00
0.00
0.00
0.00
1.38
1.36
Z69
14.96
0.00
0.00
1.36
1.36
4.9614.96
14.96
14.96
0.00
0.OD
O.OD
0.00
1.36
1.36
Z76
15.94
MOD
MOD
3.64
a64
2.76
39.23
39.23
0.00
0.00
0.00
0.00
3.b4
3.64
276
16.28
0.00
0.00
3.64
3.64
2.
2339.23
39.23
39.23
0.00
0.00
0.00
0.00
3.64
3.64
0
0
0
0
4
1
152
0
31
0
0
0
0
7
1
0
0
0
0
4
1
0
0
0
0
0
0
0
0
7
1
0
0
0
0
4
1
122
U
0
0
0
0
0
7
1
0
0
0
0
4
1
0
0
0
0
0
0
0
0
7
1
0
0
0
0
5
2
326
0.
456
0
0
0
0
9
2
0
0
0
0
5
2
0
0
0
0
0
0
0
0
9
2
0
0
0
0
13
5
335
0
1196
0
0
0
0
24
5
0
0
0
0
13
5
0
0
0
0
0
0
0
0
24
5
0
0
0
0
0
0,,
0
0
0
0
0
0
0
0
0
68
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
68
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
183
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
188
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1ql
f----G
W'
W
yl
L
vh13A-2ocs
W '
W
Vjl
C
Vy
L---G
W
W
h
W
W
12B-0sw
11DO
16B-30ad
19C-19cscp
2OP-13o
0.097
0.390
0.032
0.049
0.068
n
0.OD
0.00
0.89
0.47
1.88
0.00
0.00
1.74
0.30
0.98
0
0
312
0
30
0
0
312
0
30
0
0
276
0
57
0
0
542
0
29
0
0
60
0
7
0
0
60
0
7
0
0
53
0
13
0
0
103
0
7
C
F
F
F
F
2OP-13a
22A-ipl
0.068
0,989
1.88
0.00
0.98
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6 c) AED excursion 71 25
Envelope loss/gain 1150 2125 249 273
12 a) InfiRration
b) Roan ventilation
333
0
108
0
128
0
41
0
13 Internal gains: Occupants @ 230 1 230 0 0
Appliances/other 0 1
0
Subtotal (lures 6 to 13) 1483 2463 376 315
Less external load 0 0 0 0
Less transfer 0 0 0 0
14
Redistribution
Subtotal
0
1483
0
2463
0
376
0
315
15 Duct loads 1 47% 4796 702 1161 470/, 47% 178 148
Total room load I 2185 3624 554 463
Air required (cfm) 1 1 138 163 1 1 35 21
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
Ad- wrllghLsof - Right -Suite® Universal 2017 17.0.23 RSU23828
2018Jan•20 0 Pate 9
ateFGRMLot45KensingtonReserveEsteroBayCGRW.rup Celc - MJ8 House laces: W
g
wrightsofC Right-JO Worksheet
ZONE 2
DEL -AIR HEATING & AIR
531 CODISCO WAY, SANFORD, FL 32711 ONDao-33333-266655C'Fax 407-333.3853 Web: WWW.DEL-AIR.COM
Job: LoNSKensingtonResetveEs
Date: 8-30-11
By: EJH
1 Room name MWIC11 W/C
2 Exposed wall 16.0 ft 6.0 ft
3 Room height 8.0 it heal/cod 8.0 1t heat/cod
4
5
Room dimensions
Room area
7.0 x 9.0 It
63.0 f12
6.0 x 4.0 ft
24.0 ft=
Ty Construction
number
U-value
Btuhl L*F)
Or HTM
BI 112)
Area (Itz)
or perimeter of)
Load
Btuh)
Area (W)
or perimeter (11)
Load
Bluh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod
6 W 12B-Osw' 0.097 n. 269 276 0 0 0 0 0 0 0 0
2A72on . 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0C
y! 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.540 n 0.00 0.00 0 0 0 0 0 0 0 0G
W11 16A-19ad 0.049 n 1.36 3.64 0 0 0 0 0 0 0 0
W 16A-19ad 0.D49 no 1.36 3.64 0 0 0 0 0 0 0 0
I
C
TC
12B-Osw
2A'-2om
0,097
0,540
a
a
2-69
14.96
276
39.23
56
0
56
0
1JO
0
155
0
48
0
48
0
129
0
132
0
2A72Dm 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0
Vh13A-2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.540 a 0.00 0.00 0 0 0 0 0 0 0 0
2A-2on 0.540 a 0.00 O.OD 0 0 0 0 0 0 0 0
2A-2omd 0.62D a 0.00 O.OD 0 0 0 0 0 0 0 0
W 16A-19ad 1049 a 1.36 3.64 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 se 1.36 3.64 0 0 0 0 0 0 0 0
12B-0sw 0.097 s 2.69 276 72 72 193 199 0 0 0 0
2A-2om 0.540 s 14.96 16.28 0 0 0 0 0 0 0 0T--C
t-C
13A-2ocs a201 s 0.00 0.00 0 0 0 0 0 0 0 0
2A-2on 0.540 s 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0,049 s 1.36 3.64 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 sw 1.36 3.64 0 0 0 0 0 0 0 0
Vy 2A-2gm
0.
540
w 269 276 0 0 0 0 0 0 0 0
L(
CG^ 2A-2orn
2A-2rim
0.540
0.540
w
w
14.96
14.96
39.23
39.23
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2Dm
13A-2ocs
0.540
0.
w
w
14.96
0.00
39.23
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om 0.540540 w 0.00 0.00 0 0 0 0 0 0 0 D
2A-2om 0.540 w 0.00 0.00 0 0 0 0 0 0 0 0
11DO 0,390 w 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 w 1.36 3.64 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 rtw 1.36 3.64 0 0 0 0 0 0 0 0
fj 12B-0sw 0.097 0.00 0.00 0 0 0 0 0 0 0 0
D 11 DD 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0
C 16B-30ad 0,032 0.89 1.74 63 63 56 110 24 24 21 42
F 19C-19cscp 0.049 0.47 0.30 0 0 0 0 0 0 0 0
F 20P-13c 0.068 1.88 0.98 63 63 119 61 0 0 0 0
F 2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0
F 22A4p1 0.989 0.00 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 44 15
Envelope loss/gain 518 481 15D 159
12 a) Infiltration 240 78 90 29
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/olW 1 01 1 0
SuMotal pines 6to 13) 759 559 240 189
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 759 559 240 189
15 Duct 1 47% 47% 359 283 47% 47%1 114 89
Total room load I 1118 822 354 278
Air required (cfm) 1 1 70 37 22 13
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
c wri htsofC 201"an-20 07:41:37
9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 10
ateFGRW\Lot45KensingionReserveEsteroBayCGRW.rup Celc - MJ8 House laces. W
wrightsoft' Right-JO Worksheet
ZONE 2
DEL -AIR HEATING & AIR
531 CODISCO WAY, SANFORD, FL 32771COND407ION665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: LoMSKensingtonReserveEs...
Date: 8-30-11
By: EJH
1 Room name BDRM2 MBATH
2 Exposed wall 15.5 it 18.5 it
3 Room height 8.0 It heal/cool 8.0 1t heat/cool
4 Room dimensions 1.0 x 185.3 it 1.0 x 124.5 it
5 Room area 185.3 it= 124.5 11'
Ty tionConnums ue
Btuh/l F)
Or HTM
BtufYft2)
Area (it)
or perimeter (it)
Load
Btuh)
Area (Its
or perimeter (it)
Load
Btuh)
Heat Cool Gross WP/S Heat Cool Gross N/P/S Heat Cod
6 V11 12B-0sw • 0.097 n 269 276 124 109 292 30D 88 88 236 243
L--{i 2A-2om a540 n 14.96 15.94 15 0 228 243 0 0 0 0
v 13A-2ocs 0.2D1 n MOD 0.00 0 0 0 0 0 0 0 0
C 2A-2om 0,540 n MOD 0.00 0 0 0 0 0 0 0 0
w11 16A-19ad 0.049 n 1.36 3.64 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 me 1.36 3.64 0 0 0 0 0 0 0 0
y! 128.Osw 0.097 a 2.69 276 0 0 0 0 60. 48 129 132
E -C 2A-2om 0,540 a 4.96 39.23 0 0 0 0 12 0 179 471
L-( 2A-26m 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0
vh13A-2ocs 0,201 a 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.540 a MOD 0.00 0 0 0 0 0 0 0 0
2A-2om 41540 a 0.00 O.OD 0 0 0 0 0 0 0 0
2A-2omd 0.620 a 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 0,049 a 1.36 3.64 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 se 1.36 3.64 0 0 0 0 0 0 0 0
IL`C
128-0sw 0.097 s 269 276 0 0 0 0 0 0• 6 0
2A-2om 0.540 s 14.96 16.28 0 0 0 0 0 0 0 0
yL-6
13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om a540 s MOD 0.00 0 0 0 0 0 0 0 0
W ' 16A-19ad a049 s 1.36 3.64 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 sw 1.36 3.64 0 0 0 0 0 0 0 0
0,
540
w 4.96
276 0 0 0 0 0 0 0 0
2A-2DM2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0T-G
2A-2oni 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0
2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0
13A-2ocs 0. w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.540540 w 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.540 w MOD 0.00 0 0 0 0 0 0 0 0
11 DO 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0
W 16A-19ad 11049 w 1.36 3.64 0 0 0 0 0 0 0 0
W 16A-19ad 0.049 nnv 1.36 3.64 0 0 0 0 0 0 0 0
q 12B-0sw 0.097 0.00000 0 0 0 0 0 0 0 0
l--D 11D0 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0
C 168-30ad 0,032 0.89 1.74 185 185 164 322 125 125 110 217
F 19C-19cscp 0.049 0.47 0.30 0 0 0 0 0 0 0 0
F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0
F 2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0
F 22A-1pi 0.989 0.00 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 68 1 39
Envelope loss/gain 685 797 655 1023
12 a) Inlillration 233 75 278 90
b) Room ventilation 0 0 0 0
13 Intemal gains: Occupants @ 230 0 0 0 0
Appliances other 0 0
Subtotal (lines 6 to 13) 917 873 933 1113
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 917 873 933 1113
15 Duct loads 1 47"/a 47"/u 434 411 47% 47% 442 525
Total room load I 1351 1284 1375 1638
Air required (cfm) 1 85 58 1 1 87 74
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
41
wright5afr Right -Suite® Universal 2017 17.0.23 RSU23828
201&Jan•20 0 age:11
ateFGRW\Lot45KensingionReserveEsteroBayCGRW.rup Calc - MJ8 House faces: W
g
wrightsoft Rig ht-JO Worksheet
ZONE 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL F32771Phone: 407-333-2665 Fax 407-333.3853 Web: WWW.DEL-AIR.COM
Job: Lot45KensingtonReserveEs...
Date: 8-30-11
By: EJH
1 Room name STAIRS BATHI
2 Exposed well 0 if 0 If
3 Room height 0 it heal/cod 0 1t heal/cod
4
5
Room dimeraioru
Room area
1.0 x 131.3 It
131.3 ft"
10.5 x 5.5 ft
57.8 112
Ty Construction
number
U-value
Btuh/1tZ117)
Or HTM
BtufVlt2)
Area (fill
or perimeter (ft)
Load
Btuh)
Area Pt)
or perimeter (11)
Load
Btuh)
Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod
6%
I-
12B-Osw
2A-2om
13A-2ors
0.097
0.540
0.201
n
n
n
Z69
14.96
0.00
2.76
15.94
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
a
yI
11
t-{ 2A-2om
16A-19ad
0.540
0.049
n
n
0.00
1.36
0.00
3.64
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0W
W
v
i--la
16A-19ad
12B-0sw
2A-2om
0.049
0.097
0.540
noa
a
e•
1.36
2.69
14.96
3.64
2.76
39.23
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t 2 2A-2om
13A-2ocs
0.5.40
0.201
a
a
14.96
0.00
39.23
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0yI
I-G 2A-2om
2A-2om
2A-2omd
0.540
0.540
0.620
a
a
a
0.00
0.00
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0L^,
W
W
16A-19ad
16A-19ad
0.049
0.049
e
se
1.36
1.36
3.64
3.64
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1M 12B-Osw
2A-26m
13A-2ocs
0.097
0.540
0.201
s.
s.
s
2.60
14.96
0.00
2.76
16.28
MOD
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t--G
Vy
C 2A-2om
16A-19ad
16A-19ad
0.540
0.049
0.049
s
s
sw
0.00
1.36
1.36
0.00
3.64
3.64
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
W
12B-0sw
2A-2om
0.097
0.540
w
w
Z69
14.96
2.76
39.23
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om
2A-2om
13A-2ocs
0.540
0.540
0.201
w
w
w
14.96
14.96
0.00
39.23
39.23
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om
2A-2om
0.540
0.540
w
w
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11D0
16A-19ad
16A-19ad
0.390
0.049
0.049
w
w
nw
0.00
1.36
1.36
0.00
3.64
3.64
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
W
q 12B-Osw 0,097 0.00 0.00 0 0 0 0 0 0 0 0
O 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.89 1.74 131 131 116 228 58 58 51 100
F 19C-19cscp 0.049 0.47 0.30 0 0 0 0 0 0 0 0
F 2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0
F 2OP-136 0.068 1.88 0.98 0 0 0 0 0 0 0 0
F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 17 7
Envelope loss/gain 116 212 51 93
12 a) Infiltration 0 0 0 0
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 116 212 51 93
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 SuWotal 116 212 51 93
15 Duct bads 1 47% 47% 55 100 47% 47% 241 44
Total room load 171 312 75 137
Air required (cfm) 11 14 5 6
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wri htsotFlt-
2018-Jan-20 07:41:37
A
9 Right-Sulte® Universal 2017 17.0.23 RSU23828 Page 12
ateFGRW\Lot45KensingionReserveEsteroBayCGRW.rup Colo - MJ8 House faces: W
wrightsoft- Right-JO Worksheet
ZONE 2
DEL -AIR HEATING & AIR
CONDITIONIN
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Tax 407-333.3853 Web: WWW.DEL-AIR.COM
Job: Lot45KensingtonReserveEs...
Date: 8-30-11
By: EJH
1 Room name LAUNDRY
2 Exposedwall 0 it
3 Room heigN 0 ft heal/cool
4 Room dimenslons 0 x 6.1 it
5 Room area 48.7 112
Ty Constion U-value
Btuh/fti°F)
Or HTM
BtuFVftx)
Area (111)
or perimeter (it)
Load
Btuh)
Area
or perimeter
Load
Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 12B-0sw 0.097 n 269 276 0 0 0 0
L--C 2A-2orn 0.540 n 14.96 15.94 0 0 0 0
yl 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0
C 2A-2om M540 n 0.00 0.00 0 0 0. 0
11 W 16A-19ad 0.049 n 1.36 3.64 0 0 0 0
W 16A-19ad 0.049 no 1.36 3.64 0 0 0 0
Vy 12B4)sw 0.097 d 2.69 276 0 0 0 0
C 2A-2om 0.540 a 14.96 39.23 0 0 0 0
G 2A-2om 0.540 a 14.96 39.23 0 0 0 0
13A-2oas 0.201 a 0.00 0.00 0 0 0 0
2A-2om 0.540 a 0.00 0.00 0 0 0 0
2A-2orn 0.540 a 0.00 0.00 0 0 0 0
2A-2omd 0.620 a 0.00 0.00 0 0 0 0
w 16A-18ad 0.048 a 1.36 3.64 0 0 0 U
W 16A-19ad 0.049 se 1.36 3.64 0 0 0 0
1N
C
12B-0sw 0,097 s 2.69 276 0 0 0 0
2A-2om 0.540 s 14.96 16.28 0 0 0 0
Vjl 13A-2ocs 0,201 s 0.00 0.00 0 0 0 0
2A-2Dm 0.540 5 0.00 MOD 0 0 0 0G
W 16A-19ad 0.049 s. 1.36 3.64 0 0 0 0
W 16A-19ad 0.049 sw 1.36 3.64 0 0 0 0
1q/ 0.
540
w 0 0 0 0
2A-2om2A-2DM 0.540 w 4.9614.96 9.2339.23 0 0 0 0
2A-2om 0.540 w. 14.96 39.23 0 0 0 0
2A-2om
13A-2ocs
0.540
0.201
w
w
14.96
0.00
39.23
0.0D
0
0
0
0
0
0
0
0
2A-2om 0.540 w MOD 0.00 0 0 0 0
2A-2om 0,540 w 0.00 0.00 0 0 0 0
11D0 0.390 w 0.00 0.00 0 0 0 0
W 16A-19ad 0.049 w 1.36 3.64 0 0 0 0
W 16A-19ad 0.049 nw 1.36 3.64 0 0 0 0
q 12B-0sw 0.097 0.00 0.00 0 0 0 0
D 11D0 0.390 n 0.00 0.00 0 0 0 0
C 16B-30ad 0.032 0.89 1.74 48 48 43 83
F 19c-19cscp 0.049 0.47 0.30 0 0 0 0
F 20P-13c 0.06E 1.88 0.98 0 0 0 0
F 20P-13c 0.068 1.88 0.98 0 0 0 0
F 22A4pl 0;989 0.00 0.00 0 0 0 0
6 c) AED excursion 49
Envelope loss/gain 43 34
12 a) Infiltration 0 0
b) Room ventilation 0 0
13 Intemal gains: Occupants @ 230 0 0
Appliances/other 600
Subtotal pines 6 to 13) 43 634
Less extamal load 0 0
Less transfer 0 0
Redistribution 0 0
14 Subtotal 43 634
151 Duct loads 1 47% 47% 20 299
Tote! room load 63 M3
Air required (cfm) 4 42
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wri hltsofC 2018-Jan-20 07:41:37
9 Righl-SuileO Universal 2017 17.0.23 RSU23828 Page 13
ateFGRW\Lot45KensingionReserveEsteroBayCGRW.rup Cale - MJB House faces: W
Duct System Summary
Job: Lot45KensingtonResenr...
wrightsoft' Date: B-30-11
ZONE 1 By: EJH
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM
IaToject intormation
For: RYAN HOMES
3622 CRAWLEY DOWN LOOP, SANFORD, FL32773
External static pressure
Pressurelosses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.170 / 0.170 in H2O
0.244 in/100ft
947 cfm
139 ft
Cooling
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.170 / 0.170 in H2O
0.244 in/100ft
947 cfm
Supply Branch Detail Table
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
1STFLR BD h 3349 153 94 0.310 7.0 Ox 0 VIFx 19.6 90.0 st2
1STFLR BTH h 839 38 22 0.289 4.0 Ox 0 VIFx 27.5 90.0 st2
DINING c 3154 139 145 0.251 7.0 Ox 0 VIFx 40.5 95.0 st1
DINING -A c 3154 139 145 0,244 7.0 Ox 0 VIFx 44.3 95.0 sti
FAMILY c 4524 198 208 0.294 8.0 Ox 0 VIFx 25.5 90.0 st2
HALL c 1569 59 72 0.280 5.0 Ox 0 VIFx 31.6 90.0 st2
KIT/DINETTE c 5654 222 260 0.263 9.0 Ox 0 VIFx 39.4 90.0 st2
Supply Trunk Detail Table
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
sti Peak AVF 278 290 0,244 532 10.0 0 x 0 VinlFlx
st2 Peak AVF 669 657 0,263 479 16.0 0 x 0 VinlFlx
Return Branch Detail Table
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb3 Ox 0 947 947 0 0 0 0 Ox 0 VIFx
2018Jan-20 07:41:40
C wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1C:....
oteFGRW\Lot45KensingionReserveEsteroBayCGRW.rup Calc - MJ8 House faces: W
Duct System Summary
Job: LoNSKensingtonReserv...
wrightsoft• Date: 8-30-11
ZONE 2 By: EJH
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM
Project• •
For: RYAN HOMES
3622 CRAWLEY DOWN LOOP, SANFORD, FL32773
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.170 / 0.170 in H2O
0.284 in/100ft
947 cfm
Cooling
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.170 / 0.170 in H2O
0.284 in/100ft
947 cfm
120 ft
Supply Branch Detail Table
Neel
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Mall
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
BATH1 c 137 5 6 0.456 4.0 Ox 0 VIFx 4.6 70.0
BDRM2 h 1351 85 58 0.316 6.0 Ox 0 VIFx 22.7 85.0 st3
BDRM3 c 3556 137 160 0.297 7.0 Ox 0 VIFx 29.3 85.0 st3
BDRM4 c 3079 114 139 0.307 7.0 Ox 0 VIFx 25.8 85.0 st3
LAUNDRY c 933 4 42 0.318 4.0 Ox 0 VIFx 22.0 85.0 st3
LOFT h 3806 240 220 0.422 8.0 Ox 0 VIFx 10.6 70.0
MBATH h 1375 87 74 0.297 6.0 Ox 0 VIFx 29.6 85.0 st3
MBDRM c 3624 138 163 0.427 7.0 Ox 0 VIFx 9.6 70.0
MWIC1 h 1118 70 37 0.409 5.0 Ox 0 VIFx 13.0 70.0
MWIC2 h 554 35 21 0.460 4.0 Ox 0 VIFx 3.9 70.0
STAIRS c 312 11 14 0.438 4.0 Ox 0 VIFx 7.6 70.0
Wic h 354 22 13 0.284 4.0 Ox 0 VIFx 34.6 85.0 st3
Supply Trunk Detail Table
Name
Trunk
Type
Htg
cfm)
Clg
cfm)
Design
FR
Veloc
MITI)
Diam
in)
H x W
in)
Duct
Material Trunk
st3 Peak AVF 449 485 0,284 618 12.0 0 x 0 VinlFlx
wrightSOW Right -Suite® Universal 2017 17.0.23 RSU23828
ateFGRW\Lo145KensingtonReserveEsteroBayCGRW.rup Calc - MJ8 House faces: W
2018Jan-20 07:41:40
Page 2
Return Branch Detail Table
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Mat[ Trunk
rb2 Ox 0 947 947 0 0 0 0 Ox 0 VIFx
2018Jan-20 07:41:40
1 wrightsott' Right -Suite® Universal 2017 17.0.23 RSU23828 Page 3
ateFGRW\Lo145KensingionReserveEsteroBayCGRW.rup Calc - MJ8 House faces W
FORM R405-2017
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
O This checklist
O A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, a -ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (one page) and an input summary checklist that can
be used for field verification (usually four pages/may be greater).
0 Energy Performance Level (EPL) Display Card (one page)
O HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
0 Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
O A completed Envelope Leakage Test Report (usually one page)
0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
EnergyGauge® - USRCSB v6.0
1/20/2018 7:46:04 AM Page 1 of 1
II II
II II
II I
II II
II II
I I e'-4' CILi I I
II I
II II
II II
2) 354H
II II
I
6000 OIiD.
II
7"kitchen ventn
n
p
a O wall cap I1
I
G
u
I
1 C I
I I
1
u
I
I I
1
I iI
j FAMIIZIRll_ I
a-
4• C A 14. (
2l
29-W I
Ir
y I 1 2Ox18 rag n
260 — JI 'L j 1wc n
4X8 lwcd I g• 210 14x8
4'
Cl 1 F===
i 8 1202 rag 7'
I
I 1 1 1 1 1 1 I II
I111111 I
I I I I I I I l2xG
1w`cddi i r ---- _- _-- I
I 4- 8x4 cd DUMO
LIVING
ROOId 20
I
I II a•4• 5 a-
41C" i)
3"
bath duct 145
7• i i to roof cap i
i a w/fan 42X42 A/C SLAB lzxe
loved 1
I Nutone 696RNB BY BLOR MIN 2—
CAR GARAOR 2' FROM WALL 1
1 a-4• CL& 26-
w 26-EN I
I
scale
1 0' I
e
ZS W1 1Y 0240V 1PH 1
Jy[lY•/'------- ---- Pbaa
am y r
dobldr
j wlth narlda
ResldenUal BuIlding Code—M1802.4 1 balanced return
air. Ib•-OW-Ir OR EXCEPTIONS 1-
3 NOTE TO
BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH
UNDERCUT ON DOORS TO HABITAL ROOMS Must have
a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.
4" dryer duct
to roof cap
w/dryer vent box
Tll9
4
160
12x6 1wcd
Ox6 wall rag
BD
13'-ON12'-C'
8'-0' CL &
w091-SH 1-091-W
EC WOO EC MOO
7no V
wall rag
40
12x6 1wcd
BDRM,j4
12'-O'xll'-2'
8'-0' CLG
OVAL
FXD. CaL&
3051-8H
WAW88
10x6 1v
40
scale :1 /8"=1'0"
TON W/5KW @240V 1PH
18x10 plen
platform by
bldr
wool-8H
LM
13'-"4'-6'
8'-0' CL CO.
Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.
RECORD CTY' ,.
LDT K- J 1 G-rorJ .S
ba
clAve.
cre, cs? fir /
z
I,A440
ram 3
l
vL
M
0` /-
1 V
0 3
Z
LAW ..
ti" . #
1 A- 1 5 4 7
y [
oil
gv otic
4 ' SAldFpRD3o
pgRTME
34
J,
Yd
I
RECORD COPY
DESCRIPTION AS FURNISHED: Lot 45, KENSINGTON RESERVE, • as recorded in Plat Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
PLOT PLAN FOR / CERTIFIED TO: Ryon Homes/NVR Inc.
LOT 27 LOT 26 LOT 25
1 1
S 00°19 '09 ". E
60.00'
2
LOT 45
8.50'
36.
10'
2 7, 0'
0 EXTENDED LANAI
10.00' o30.0' o0
o
W W
10.0 10.00'
io 10o
LOT 44 0 o PROPOSED RESIDENCE o 0
o MODEL: ESTERO BAY
NCNvELEV.0 2CAR GARAGE RIGHT PAD
0040-4 ~>_ 6.50'
O
10.00' 19.3'
rn ENTRY
0 19.3' 0
20.7' 1o.00'
WALK
16' DRIVE
Z5.50' 25.50'
L---i.---
10' UTIL, ESMT,
WALK
AJ VV .4 +7 V+7 ri LO.G./
60.00'
CRAWLEY DOWN LOOP
50' PRIVATE R/W
LOT 46
P.C. OF
1P 172.44' LOT 48
aQ y*7
DATE:
Ok to construct single family home
with setbacks and impervious area
shown on plan. 39. 5 "Io ; "p,
Esferb &t - c, 4-p-
PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY DV/LV+1•V ac+Dn+ no: no rVNVy+7n[V
PER DRAINAGE PLANSPER 25r
PLOT PLAN AREA CALCULATIONS REAR >,
25
REAR
PROPOSED DRAINAGE FLOW V 0 IMPERVIOUS COVERAGE = 2, 7231 SQUARE FEET OR 39.5X SIDE = 5' FOR 40' LOTS
LOT GRADING TYPE A ,QOh LOT CONTAINS 6.900t SQUARE FEET SIDE = 7.5' FOR 60' LOTS
PROPOSED FINISH FLOOR PER PLANS = 27.1' QO LIVING AREA CONTAINS 1,766f SQUARE FEET SIDE = 10' FOR 75' LOTS
q CONE LANAI PORCH CONTAINS 957t SQUARE FEET SIDE STREET = 25'
GRUSENMEYER -SCOTT ASSOC, INC. - LAND SURVEYORS.
LEGEND - LEGEND -
r PLAT
YP•
Pau"
5400 E. COLONAL DR. ORLANDO, FL. 32807 407-277-3232 FAX 407-658-1436amLING
r . YIELD M.. • TYPICAL NOTES:
IP. IRON rIPC RC. • POINT Or REVERS[ CURVATURC
IJL IRON ROD FL • POINT Or COWOUND CVRVATURC 1. THE UNOERSIGNEO DOES HEREBY CERIW THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH OY THE FLORIDA BOARD OF
C.• CONCRETE HDIUNENT RAP. RADIAL P SURVEYORS AND MAPPERS IN CINPT[R 5)-T7 FLORIDA ADMINISR6AIVE CODE MISWNT To SECTION 472.027, FLORIDA STATUES
SET IR. 12' IR../1LD 4396 HR. • NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYORS SfCNATURE AND ORIODML RAISED SEAL THIS SURVEY MAP OR COP1EF ARE Nor VAUD.
RCC. RECOVERED V.P. VITHESS POINT J. TM SURVEY WAS PREPARED FROM DTLE INFORMATION FURNISHED TO THE SURVEYOR THERE MAY BE OTHER RESTRICIIONS
P.O.S. • DINT Or BEGIRNIMO CALL • CALCULATED OR EASEMENTS THAT AFFECT IDS PROPERTY.
PDC. • DINT or COMMENCEMENT AJl . PERMANENT REr[RCMCC MONUMENT
i CENTERLINE . PUNISHED FLOOR IOU
NO UNDERGROUND IMPROVEY[NTS NA BEEN LOCATED UMESS OTHERWISE SHOWN.
R D L BUILDING BETMCK LINELUKLINE S. TINS SURVEY IS PREPARED FOR THE SOLE BENEFIT Of THOSE CERRFTED TO AND SHOULD NOT BE RELIED UPON Or ANY OTHER ENRIY.
rDISX-V IURIVR1GNT-0or-VAT DJL • BENTJIITARKRIG 0. OWENSIONS SHOWN I.OR THE W+r•iION OF WPROYEMCNIS N[REON SHOULD Nor BC USED ro R[CONSTAUCr BDIR+OARr twCS.
ESMT. • CASEMENT RR •MSC BEARING 7. BFARINCS, ARE BASED ASSUMED OAPJLI AND ON ME LINE SHOWN AS BASE BEARING (&&)
DRAIN. DRAINAGE
UTICUF
ELEVATIONS 1F SHOW ARE BASED ON NATIONAL CEODERC VERTICAL DATUM OF TO", UNLESS OTHERWISE NOTED
CHAIN LINKCHARM FENCE D. CERTIFICATE or AUTHORVWAI Nq 43M
vorrVDJ'G • VWD PENCE
C/9 CONCRETE SLOCK SCALE 1' 20-q, DRAWN BY: MLT
C. POINT Or CURVATURE
T. . POINT or TANGENCY
DESC. • DESCRIPTION CERTIFlED BY: LATE __... ORDER ND...
R • RADIUS
L • ARC LENGTH PLOT PLAN 12-22-2017 5849-17
D • DELTA
C • CHORD
C.D. CHORD BEARING
NORTH
THIS BUILDING/PROPERTY DOES NOT UE WITHIN - - -..+.— ! •
THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM' X GRUSENM ER, R.L, / 4714
ZONE 7' MAP / 12117CO09OF (09-211-07)
W. SCOTT, .LS 1 44101
RECORD COP';
City of Sanford
Building and Fire Prevention
Product Approval Specification F
Qjx'DI%
1 8- 1 5 4 7 SANFORD
Permit # _ t-
Project Location Add
As required by Florida Statute 553.842 and Florida Administrativi Cbde 9N-3, please provide the
information and product approval number(s) on the building compbfients listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuildin4.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging Therma Tru Smooth Star 15000.2 / 15000.4
Sliding Ply Gem 4780 SGD 14634 - R3
Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11/8174.2 - R12
Roll U
Automatic
Other
2. Windows
Single Hung Ply Gem 1500 16103
Horizontal Slider
Casement
Double Hun
Fixed Ply Gem 1500 16104
Awning
Pass Through
Projected
Mullions Ply Gem 1500 16118
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12
Underla ments InterWrap Inc. Rhino Roof Underla ment 15216 - R3
RoofingFasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents Millennium Metals Inc. MMI - 26 Off Ridge Vent 16568.2 - R1
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels Lott's Concrete Products Lintel 17867 - R1
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name Tracy McDonald
Please Print)
June 2014
SPEC
DA
Gbristruction P{oducts
1. Product Name
Grace Vyoor® Plus Self -Adhered Bashing
2. Manufacturer
Grace Construction Products
62 Whittemore Avenue
Cambridge, MA 02140
866) 333-3SBM (3726)
poet: (410) 431-7281
www.graceoDmtTucfion.com
www4roosathome com
3. Product Description
BASIC USE
Grace Vycore Plus Self -Adhered Bashing Is a
self-sealing, fully adhered composite flexible
flashing designed to protect critical non-fcof
details from air, water and nrotsture Infiltration It
provides an excellent positive seal around the
outside and inside of doors and windows and
can be used to seal joints, seams, holes and
other undesirable openings in wall systems.
COMPOSITION & MATERIALS
Grace Vycor Plus Self -Adhered Rashing is a 25
mil (0.64 mm), cold applied self -adhering
membrane consi tfig of a 3 mll (0,07 mm) high
density, cross -laminated polyethylene film
coated on one side white a 22 mb (0,56 mm)
layer of rubberized asphalt adhesive. For ease
of application the rolls are ufterwound with a
disposable silloone coated release sheet. The
flashing is a dark gray -black
Grace Vyoor Plus Self -Adhered Hashing is
now available with ", a cord embed-
ded in the adnedve layer that allows spit
release on demand. RIPCORD makes the mem-
brane installation faster and easier and
enables proper integration Wt the other
waterproofing elements of the wall system.
Priming is generally not required for most
substrates provided they are dean and dry.
However, oh concrete, masonry and DensGlass
Gold® apply Perm -A -Barrier® WB Rimer. If
adhesion is found to be marginal, also prime
wood compositlon and gypsum sheathing with
PermA-Barrier WB Primer. The coverage rate
for Pem1-A Borrler.WB Rimer is 250 - 350 ftz/gal
6 - 8 rr?/L).
SUES
Grace Vycor PNs Self -Adhered Bashing Is
available in 76 (229 m) rolls in wldfhs of 4°, 6°,
9• and 12° (l00 150, 225 and 300 mm). The 40
100 mm) width is packaged 18 rolls per car-
ton the 60 (1W mm) is packaged 12 rolls per
carton; and the 91' and IT (225 and 300 mm)
are packaged 6 rolls per carton.
UMifATIONS
Grope Vycor Plus Self -Adhered Rushing must
not be applied In areas where it VAR be per-
monentty exposed to sunlight and must be
covered m#in a reasonable amount of time
not to exceed 30 days. Grace Vycor Plus
should not be used in hot desert areas in the
southwestern Untted States.
The following sealants are cherrJc* oom-
patue with the adhesive side of Grace Vycor
Plus Self -Adhered Basting N the spedflc fomnu-
lation does not conlich hydrocarbon solvents:
silicone, acrylic buhA,1-part polyurethane and
2-part polyurethane. This flashing is hnoompaf -
ble with creosote; joint sealants containing
polysulfide polymer or hydrocarbon .solvents
products manufactured from EPDM and flek
ble PVC; and certain caulks. For more informa-
tion refer to Tec Letter 1 "Chemical
Compahbirrty with Other Building Materials and
Sealants:
Grace Vyoor Plus Self -Adhered Bashing Is
designed for NON -ROOF flashing applications.
The membrane a slippery - do not use on the
roof. DO NOT walk on the membrane.
4. Technical Data
APPLICABLE STANDARDS
ASTM International
ASiM CB36 Standard Specification for High
Solids Oordent Cold Liquid -Applied Eastomeric
Waterproofing Membrane for Use with
Separate Wearing Course
ASTM D412 Standard Test' Methods for
Vulcanized Rubber and Thermoplastic
Rubbers and Themroplastic Eastomers-Tension
ASIM D570 Standard Test Method for Water
Absorption of Rustics
ASTM D903 Standard Test Method for Peel or
Stnpplhg Strength of Adhesive Bonds
ASN D1876 Standard Test Method for Peel
Resistance of AdhesIves (-Peel Test)
ASTM D1970 Standard Specification for Self -
Adhering Polymer Modified Bihununous Sheet
Materials Used as Steep Roofing Underlayment
for Ic6 Dam Ra teclion
ASTM D3767 Standard Radice for Rubber -
Measurement of Dimensions
FLEXIBLE FLASHING 07650
Grace Construction Products
PHYSICAL/CHEMICAL PROPERTIES
See Table 1.
5. Installation
STORAGE
Protect materials from rain and physical dam-
age. Pallets of Grace Vycor Plus Self -Adhered
Hashing should not be double stacked on the
jobsite. Provide cover on top and all sides, allow-
ing for adequate ventilation Store this product
in its original, unopened packaging at ambient
temperatures between 40 - 90 degrees F (5 - 32
degrees C), under dry conditions and away
from exposure to direct sunlight. Store all prod-
ucts In a dry area away from high heat flames
or sparks. Store only as much material at point
of use as Is required for each day's work.
B IVVIRONMBVTAL CONDITIONS
Grace Vycor Plus Self -Adhered Rashing con -
not .be applied to moist or damp surfaces.
After precipitation, allow a minimum of 24
hours for drying before installing the flashing,
Grace Vycor Plus Self -Adhered flashing can
be applied at air and surface temperatufe of
25 degrees F (-4 degrees Q and above.
APPLICATION MEHODS
Surface Reparation
Substrate must be smooth, dean, dry and free
of voids, spalled areas, loose substrate, loose
nails, other sharp protrusions or other matter
that will hinder the adhesion or regularity of the
flashing Installation. Clean loose dust or dirt
from the surface wherever Grace Vyoor Plus
Self -Adhered Bashing is to be applied by wip-
ing with a dean dry cloth or brush. If the flash-
ing does not adhere properly to the substrate
apply Pem-t-A-Banier WY Rimer at a coverage
rate of 250 - 350 fP/gol (6 - 8 m'/L).
Allow primer to dry completely, appro)i-
matey, 1 hour depending on weather condF
lions, before application of flashing. Excess
prlrner will not improve the adhesion of the
flashing. The primer 4 considered dry when
the substrate returns to its original color, mini-
mum 1 hour. 9 primed areas are not covered
that day, reprime area if there is significant
dust or dot contamination.
Bashing Application
Install the membrane following the shingle
principle: Apply the top membrane layer over
the bottom layer so that the system sheds
water. For ease of installation, .Grace Vycor
Plus Self -Adhered Bashing has measure mark-
ings at 6° and 12• (52 and 305 mm) ,intervals.
Curt Vycor Pis into appropriate lengths.
4 a ao° me nwu e' o° rc +eel t°a,u °r aead mew uaun a Hamm maam°row e ond ddy.. Reed Cbmbvd .
use WCOlm to split the release paper and
adhere hog of the membrane, If necessary.
Peel release paper from roll to expose rub-
berized asphalt and position flashing to cen-
ter over joint location before applying. Move
along opening or joint being careful to put
flashing as evenly as possible over the open-
Ing and avoiding fishmouths along the edges.
RDU flashing firmly into place to ensure contin-
uous and intimate oorTtoct with the substrate.
If wrinkles develop, carefully cut out affect-
ed area and replace In the similar procedure
outlined above. The repair piece also must be
pressed into place as soon as possible to
ensure continuous and intimate contact with
the substrate.
Grace Vycor Plus Self -Adhered Hashing
must be continuously supported by the sub-
strate and must not span or bridgl3 joints,
gaps or voids in excess of 1141 (6A mm). End
laps that occur in subsequent lengths must
maintain a mh mum overlap of 31(75 mm).
PROTECTION
Grace Vyoor Plus Self -Adhered Hosting must
be protected from damage from other
trades or construction materials.
SAFETY, STORAGE & HANDLING
Grace Vyoor Plus Self -Adhered Hashing prod-
ucts must be handled properly. The best Infor-
mation on safe handling, storage, personal
protection, health and environmental consid-
erations has been gathered. Material Safety
Data Sheets (MSDS) are available from the
manufacturer upon request. AU users must
acquaint themselves with this Information.
Carefully read detailed precaution statements
on product labels and MSDS before use.
6. Availability & Cost
AVAILABIUTI
A nationwide network of dlstnbutors caries
Grace Vyoor Plus Self -Adhered Hashing prod-
ucts. Contact a Grace Construction Products
representative for ordering and delivery
information.
COST
Grace Vycor Plus Self -Adhered Hashing Is
competitively priced. For specific Infomxrtion
contact a Grace Construction Products repre-
sentative.
FLEXIBLE FLASHING 07650
Grace Construction Products
TABLE 1 TYPICAL PHYSICAL PROPSM OF (MACE VYOOR PLUS SE FADHBM RAVING
property & test Typical value
Color Gray -lock
RkImm ASIM D3767, Method A 25 rtrll (0,64 MM)
Low temperature flexbIlity, ASIM DIM Unaffected at -45•F (-43°C)
Bongation, uUQrrate failure of rubberaed osphdl, per ASTM D412 2M% rrihmum
Docked cycling IM cycles per ASIM C836 Unaffected of -25•F (-32°G)
Lap adhesion at mi imtun applioution temperahue,
ASLM D1876 Modlfled
60 plf (875 N/m) width
Adhesion to corxxete at rrrirlirmkun application temperature, 60 ptf (875 N/m) width
ASIM D903
7. Warranty
Grace Vycor Plus Self -Adhered Rasping Is war-
ranted at to time of shipment to meet
Grace's published specifications.
8. Maintenance
Grace Vycor plus Self -Adhered Hashing, when
kdalled In accordance with manufacturers
recommendations, w111 not require maintenarxe.
9. Technical Services
Full-time, tech-b ly trained Grace Construction
Products representatives and technical person -
net backed by research and development
staff, provide support.
10. Fling Systems
Hrst Sourcd'
Additional product Information Is available
from the manufacturer.
w R cow &01.0QM hgMftre trdaarfolbn haevlAbe he%:AL1
bbawd4pmdolawdWvM9dP— "'eedtobetnreadomr-
mle Wd b orfRed fm Me w='=ddeafbn 6nrmWim orrd vu-
M , lu bfd va dD rd wufad fife Raft to be Walled Bede
Rod d stattmfedt remmnedolbne and h cot 0
fbn wfDr w amr N, of std% Wick apply fo d foods suppled br
us No dolernet,r unrrer4dm v vMwflon b Mended fu airy
roe vdirh waAd Hfrge cry poled a cqyjot. W. It k= & kh
Linn 62 WhWaT ue /isms. 0mbkV& MA MIQ In Gbrada,
sacs Cando ha. 294 aenferds Rood West 8= arcade Cando
US sad
00here, Nerfr A Bmrw and 14— — mWered troderoft and
WOOS Is a tmdwc* of W. R Gr= & as -Carts
DRssems Gold b a mattered hoda Ta t of Geor9b4bft
ompmdl-
OwAft M04 W. R Gmw & Wrtbrn
dMN&LSB.'oefr ydeedtadenobotee mmlmsnnrtenporsf a vAronmrmnronstom.edlauW9 Reed Construdlon
vac_r. .,..w,4i...n.i.i.. n.. w.r..d,.a.Y,con,N4 f. Mddmn acanw.•= Rad CwWm=W DWmM Rlpl& fam1r"d rlar:l_
Flashing Application Instructions fot Windows
WINDOW INSTALLATION
METHOD A: BEFORE WEATHER -RESISTIVE BARRIER
Based an the climatic conditions and the exposure of the window, there are a
number of different flashing options. The method below is only one
of the recommended options (see Detail VCRDEF102) which meets AAMA
criteria. Refer to the subsequent details (VCRDET 100 to 106) for additional
flashing options located on pages 27-33.
I'
0
Step One:
Pre-cut the Grace Vycor
Plus flashing using the
measurement markings.
The length of the flashing
should extend beyond the
sill equal to the width of the
jamb flashing isee Table 1,
page 8).
Step Two:
Before installing flashing
on sill and jambs, locate
the RIPCORD.
13 Step Three:
Rewind the pre-cut flashing.
Position inside rough opening
on the vertical jamb 9 inches
up on each side. Apply to win-
dowsill, removing half the
release paper and exposing
the adhesive.
Roll firmly into position.
Make vertical relief cuts
starting from corner of win-
dow sill upward. Roll firmly
into place as necessary.
Note: Do not remove the
release paper on the bottom
half of the flashing until
future tie-in with the
weather -resistive barrier.
Split the release paper Install window as per manufacturer's recommendation.
in half allowing for easy If sealant is used, ensure all excess sealant is removed from
installation. nailing flange and surrounding area to provide a smooth con-
tinuous substrate. (ASTM does not require o sealant on top
of window flange when using self -adhered flashing.)
El
Flashing Application Instructions for Windows
WINDOW INSTALLATION: METHOD A
BEFORE WEATHER -RESISTIVE BARRIER (continued)
Step Four:
Apply the pre-cut jamb
flashing onto the nailing
flange. Position above the
head flange.
Unroll flashing and expose
adhesive by removing the
release paper. Roll firmly into
place as necessary.
Repeat on the other side.
D
p Five:
Install the pre-cut
flashing over window
head flange by removing
release paper. Roll
firmly into place.
Mechanically fasten
head flashing at top
outermost corners,
as necessary.
6 tep Six:
Install weather -
resistive barrier as
per manufacturers
recommendations.
Position weather -
resistive barrier
under sill flashing.
Remove remaining
half of the release
paper from the sill
flashing. Adhere to
weather -resistive
barrier to ensure a
water shedding tie-in.
Flashing Application Instructions for_Windows
WINDOW INSTALLATION
METHOD B: AFTER WEATHER -RESISTIVE BARRIER
In this option (see Detail VCRDET 100) the weather -resistive barrier has
already been installed before the window and flashing.
I'
13
litlix
j
Step One:
Cut and remove weather -
resistive barrier from
rough opening of window
sill. Secure, if necessary,
to face of sill.
Score and fold weather -
resistive barrier above
header. Temporarily
secure to allow for flashing
installation.
Step Two:
Pre-cut the Grace Vycor
Plus flashing using the
measurement markings.
Use caution when
cutting the membrane.
Step Three:
Before installing sill
flashing, locate
the RIPCORD.
Split the release paper
in half allowing for
easy installation.
El
Flashing Appliictioe Instructions for Windows
WINDOW INSTALLATION: METHOD B
AFTER WEATHER -RESISTIVE BARRIER (continued)
Step Four:
Reroll the pre-cut flashing.
Position inside of rough
opening on the vertical
jamb.
Apply flashing to window
sill by removing half of the
release paper and exposing
the adhesive. Roll firmly
into position.
Make vertical relief cuts
starting from corner of
window sill upward.
Roll firmly into place
as necessary.
Note: Do not extend sill
flashing beyond outside
edges of jamb (lashings.
Install window as per manufacturer's recommendotioa. If sealant
is used, ensure all excess sealant is removed from nailing fl®ge
and surrounding area to provide 0 smooth continuous substrate.
is
Step Five:
Applythe pre-cutflashing
onto the nailing flange after
window has been installed.
Position jamb flashing
above the head flange.
Note: Do not remove the
release paper on the other
half of the flashing if future
tie-in with top of vinyl sid-
ing is required by others
see Detail VCRDEr 1D7).
Unroll flashing by removing
the release paper exposing
the adhesive. Roll firmly
into place as necessary.
Repeat on other side.
e
FlliShilig Appliiation'lnstructidns for Windows
WINDOW INSTALLATION: METHOD B
AFTER WEATHER -RESISTIVE BARRIER (continued)
Step Six:
Install pre-cut flashing
over the window head
flange by removing release
paper, exposing the adhe-
sive. Roll firmly into place.
Mechanically fasten head
flashing at top outermost
comers, as necessary.
7? Step Seven:
Remove temporary secure-
ment of weather -resistive
barrier above header. Fold
over head flashing. Seal
with weather -resistive
barrier seem tape.
Install siding and flashing below window as per siding
manufacturer's or Vinyl Siding Institute recommendations.
18 Step Eight:
Flashing should be long
enough to direct water
over the nailing flange of
the last course of siding
see Detail VCRDET 107).
Trim excess flashing that
hangs below the nailing
flange.
Discard in appropriate
manner.
Note: These some steps
can be used for other
accessory openings
i.e. under doors,
electrical outlets).
Floshieg Appliiotion Instructions for Doors
DOOR INSTALLATION
Like flashing windows, Grace Vycor Plus is also
the product of choice for flashing around doors.
Step One:
Using the measurement
markings, pre-cut a 12 inch
piece of Grace Vycor Plus.
Install onto ledger board.
I
13
Step Two:
Install the weather -
resistive barrier as per
manufacturers recom-
mendation. Cutoutthe
weather -resistive barrier
from rough door opening.
Remove also from inside
bottom of sill.
Step Three:
Install corner patch under-
neath the weather -resistive
barrier as per Detail
VCRDET 201.
Repeat on other side.
Note: Bowtie corner
patch option is shown
in photo.
For door installation detail refer to page 35 (VCRDET 200).
For deck installation detail refer to page 37 (Detail VCRDET
300). For complete deck installation guidelines consult the deck
section of this book.
Head flashing tie-in instructions:
Flanged Window VCRDEr-too 1. Cut fold up and temporarily secure so
Flashing Installation After Weather -Resistive Barrier
weather -resistive barrier above header to
allow for flashing installation
0
0
2. Install Grace Vycor Plus head flashing
rw
MECHANICALLY FASTEN WEATHER-
FOLD UP WEATHER-
RESISTIVE BARRIER &
under weather -resistive barrier
RESISTIVEASNECESSARYINBARRIER
TEMPORARILY SECURE 3 Fold weather -resistive barrier back over OCORNERSTHROUGH
GRACE VYCORW PLUS head flashing and seal with tape
EXTERIOR
Notes:
1. For the most current details, installation
SHEATHING video and product information, see our
C °" " SILL PLATE web site at vwvw.graceconstruction.com a
rwe
di FOR OPTIONS )
os
2. RIPCORD® (Split Release on Demand) can H
be removed from Grace Vycor Plus forrFeaseofinstallation
3. Remove weather resistive barrier from top
GRACE VYCOR PLUS of window sill latepr
1 g•
r
4. Install Grace Vycor Plus in order
I I shown by numbers IDONOTRAWOVER
awgmm NNUNG iLANGE 5. Install Grace Vycor Plus and weather -
resistive barrier to form water -shedding laps
6. Detail also relevant for Grace VycorV40
Flanged Window VCRDET-1a1
Option 1- low Exposure
Notes:
EXTERIOR
SHINN 1. For the most current details, installation video LA
EATH
NAILING
FLANGE and product information, see our web site at www.
grececonst rud Dn.com MECHANICALLY
FASTEN AS G
NECESSARY
IN CORNERS THROUGH 2. RIPCORD° (Split Release on Demand) can be GRACE
VYC•OR®PLUS SILL PLATE removed from Grace Vycor Plus for ease of FOR
OPTIONS) oa
installation
3.
Install Grace Vycor Plus in order as shown by
numbers 4.
If applicable, leave release paper on lower GRACE {'
GRACE half
of sill flashing until future tie-in VYCOR®
PLUS VYCOR® PLUS 5. Install Grace Vycor Plus and weather -resistive I /
barrier to form water -shedding laps i
6. Detail also relevant for Grace Vycor V40 DO
NOT FLASH OVER , BOTTOM
NAILING FLANGE' I
Flanged Window VCRDEr-102
Option 2 - AAMA Recommendation
Notes:
NAILING FLANGE
MECHANICALLY FASTEN AS
NECESSARY IN CORNERS THROUGH
GRACE VYCOR® PLUS --I
SQ I /lir
GRACE ;
VYCOR®PLUS
DO NOT FLASH OVER
BOTTOM NAILING FLANGE
EXTERIOR
SHING 1. For the most current details, installation video and
product information, see -our web site at www.
graceconstruction.com 2.
RIPCORD® (Split Release on Demand) can be removed
from Grace Vycor Plus for ease of installation
3.
Install Grace Vycor Plus in order shown by
numbers 4.
If applicable, leave release paper on lower half
of sill flashing until future tie-in GRACE®
VYCOR
PLUS 5. Install Grace Vycor Plus and weather -resistive barrier
to form water -shedding laps B.
Detail also relevant for Grace Vycor V40 Flanged
Window VCRDEf 1os - Option
3 - Severe Exposure Notes:
MECHANICALLY
FASTEN AS EXTERIOR
SHEATHING
1. For the most current details, installation NECESSARY
IN CORNERS video and product information, see our web THROUQHGRACEVYCOWW
PLUS 7 site at www.graceconstructiomcom 2.
RIPCORD® (Split Release on Demand) can be SILL
PLATE removed from Grace Vycor Plus for ease of SEE
VCRDET-106 FOR
OPTIONS) installation 3.
Install Grace Vycor Plus in order shown by numbers
GRACE
4. If applicable, leave release paper on lower GC
VYCOR® (+
VYCOR®
PLUS half of sill flashing until future be -in PLUS
5.
Install Grace Vycor Plus and weather -resis- tive
barrier to form water -shedding laps B.
Detail also relevant for Grace Vycor V40 DO
NOT FLASH OVER BOTTOM
NAILING FLANGE
Half Round Window VCRDEr-104
Option 1- low to Moderate Exposure Notes:
LETTER #1 ON CHEMICAL
cOMPAT1BIlm WITH
NAILING FLANGE
DO NOT RASH OVER
BOTTOM NAILING FLANGE
EXTERIOR SHEATHING
GRACE
VYCOR®
SILL PLATE
SEE VCRDET-105
FOR OPTIONS)
1. For the most current details.. installation video
and product information. see our web site at
www.graceconstrucbon.com
2. RIPCORD® (Split Release on Demand) can be
removed from Grace Vycor Plus for ease of
installation
3. Install Grace Vycor Plus in order as shown
by numbers
GRACE 4. Mechanically.fasten as necessary
VYCORO PLUS
5. If applicable, leave release paper on lower
half of sill flashing until future tie-in
B. Install Grace Vycor Plus and weather -resistive
barrier to form water -shedding laps
7. Detail also relevant for Grace Vycor V40
Half Round Window V IX-r-105
Option 2 - Severe Exposure Notes:
EXTERIOR SHEATHING---,,
REFER TOTECNNIrx
LETTER 61 ON CHEMICAL ' Vt •y . iy
COMPATIBILITY WITH j
g_ '' SILL PLATE = i
NAILING RANGE '_ (SEE SET 10B
FOR OPTIONS)
GRACE
VYCORW PLUS
O
V. Tr- GRACE
VYcoR®PLUS
DO NOT RASH OVER
BOTTOM NAILING RANGE
1. For the most current details, installation video
and product information, see our web site at
www.graceconstruction.eom
2. RIPCORD® (Split Release on Demand) can be
removed from Grace Vycor Plus for ease of
installation
3. Install Grace Vycor Plus in order shown
by numbers
4. Mechanically fasten as necessary
5. If applicable, leave release paper on lower
half of sill flashing until future tie-in
6. Install Grace Vycor Plus and weather -resistive
barrier to form water -shedding laps
7. Detail also relevant for Grace Vycor V40
Sill Plate Options vcmu-1os
OP11ON - A
NOTE #2
J/ WALL SHEATHING
VINYL
GRACE VYCOR11 PLUS
WOODEN
SIDING
SILL PLATE
SEE NOTE #2
OPTION - B
CORNER PATCH OR
COMPATIBLE SEALANT
WOODEN
FURRING
STRIP
SILL PLATE
WALL SHEATHING
Tie-in with Vinyl Siding at Windowsill VCRDET--107
Notes:
1. For the most current details, installation
video and product information, see our
web site at www.graceronstruction.com
2. RIPCORD® (Split Release on Demand) can
be removed from Grace Vycor Plus for
ease of installation
3. Remove weather -resistive barrier from
top of windowsill plate
4. Install sill flashing as shown at left
5. Install Grace Vycor Plus around remaining
window unit per Grace Window Details
VCRDEr-100 to 105) -
6. Install Grace Vycor Plus and weather -
resistive barrier to form water -shedding
laps
5. Option C: Install wooden furring strip on
top of wooden siding prior to Grace Vycor
Plus
B. Detail also relevant for Grace Vycor V40
Notes:
1. For the most current details, installation video and product
information, see our web site at www.graceconstrudon.com
2. RIPCORD® (Split Release on Demand) can be removed from
Grace Vycor Phis for ease of installation
3. Install Grace Vycor Plus and weather -resistive barrier to form
RD®
RELEASE ON DEMAND")
water -shedding laps
4. Remove weather -resistive barrier from top of window sill plate
SILL PLATE 5. Leave release paper on lower half of Grace Vycor Plus Sill
SEE VCRDET 106
FOR OPTIONS) Flashing until future tie-in
B. Extend Grace Vycor Plus over nailing flange of the last com-
plete course of siding panel and trim Grace Vycor Plus to
L SHEATHING protect from permanent exposure to W
7. Install Grace Vycor Plus around remaining window unit per
Grace Window Details (VCRDEr-100 to 105)
NEAT HER -RESISTIVE
WMER (OPTIONAL) B. Detail also relevant for Grace Vycor V40
9. Leave release paper on or other bond breaker between Grace
Vycor Plus and vinyl
Outside Corner VCRDEF-500
Notes:
1. For the most current details, installation video
and product information, see our web site at
www.graceconstruction.Com
WEATHER -RESISTIVE
BARRIER (OPTIONAL) Y. ' SHEATHING 2. RIPCORD® (Split Release on Demand) can be
removed from Grace Vycor Plus for ease of
installation
3. Install Grace Vycor Plus in order as shown
by numbers
4. Mechanically fasten as necessary
7
Oz?!,
5. Install Grace Vycor Plus and weather -resistive
barrier to form water -shedding laps
GRACE®
VYCOR PLUS 5. Detail also relevantfor Grace Vycor V40
GRACE
VYCOR® PLUS
5,
CORNER PATCH
REFER TO VCRDET504 FOR OPTIONS)
wall -to-Wall Outside Corner VCRDEr 501
Notes:
GRACE
VYCOR
PLUS
SIDING
R
Is
1. For the most current details, installation
video and product information, see our web
site at www.graceconstrucdon.com
2. RIPCORD° (Split Release on Demand) can
be removed from Grace Vycor Plus for
ease of installation
3. Install Grace Vycor Plus and weather -resis-
tive banier to forth water -shedding laps
4. Extend Grace Vycor Plus beyond joint
between siding and comer post/boards -
5. Install Grace Vycor Plus on outside comer
for the height of the wall
6. Detail also relevant for Grace Vycor V40
inside Corner VCRDEF-5D2
RUBBERIZED
Notes:
RUBBI
ASPW
ASPHALT ADHESIVE
E
IRe- PLU8 ED
RELEASE R
p9Elp9EI
MPAP6l MECHANICALLY
FASTEN AS NECESSARY IN CORNERS
THROUGH GRACE UNDERLAYMENT 1.
For the most current details, installation video
and product information, see our web site
at www.graceconstruction.com 2.
RIPCORD® (Split Release on Demand)"can be removed
from Grace Vycor Plus for ease of installation
3.
Use a square piece of membrane (3 inches x 3
inches minimum) for inside corner 4.
Use RIPCORD (Split Release on Demand) for
ease of installation and to minimize scoring
release paper 5.
Fold as shown by arrows B.
Angle of comer may vary, adjust folding of the
membrane accordingly to fit tightly to comer .
7.
Install Grace Vycor Plus and weather -resistive bar- riertoformwater-
shWding laps 6.
Detail also relevant for Grace Vycor V40 Wall -
to -Wall Inside Corner VCRDET-5M Notes:
VINYL
SIDING rW-
VYCORI
SIDING
WOOD
SIDING 1.
For the most current details, installation video
and product information, see our web
site at www.graceconstruction.com 2.
RIPCORD® (Split Release on Demand) can be
removed from Grace Vycor Plus for ease
of installation 3.
Install Grace Vycor Plus and weather - resistive
barrier to form water -shedding laps
4.
Extend Grace Vycor Plus beyond joint between
siding and comer post/boards 5.
Install Grace Vycor Plus on inside comer for
the height of the wall 6.
Detail also relevant for Grace Vycor V40
Corner Detailing Patch Options TDEr--24
Notes:
1. For the most current details, installation video and product
information, sea our web site at www.graceconstruction.com
Z. RIPCORD° (Split Release on Demand) can be removed from
Grace Vycor Plus for ease of installation
3. Remove release paper at time of installation of comer patch
4. Nominal patch size is 3 inches x 3 inches
5. Detail also relevant for Grace Vywr V40
Option -A 1
RELIEF
CUT
PATCH -A
Option-B
PATCH-B
Option-C
rp% I vn-n
INSTALLED AT CORNER
r,r%3 VI 1-V
INSTALLED AT CORNER
PATCH-C
INSTALLED AT CORNER
Foundation Sill Plate VCRDET--505
Option 1
Notes:
WEATHRAMS (OPTIISTIVEeARwERroFmoNAL)-, Fo th stcurrentdetails installation
SHEATHING
GRACE
VYCOR®
STUD WALL
SILL SEAL1111. Z.17
GRACE VYCORO
PLUS
FOUNDATION
WALL
1. r e mo
video and product information, see our web
site at www.graceconstruction.com
2. RIPCORD° (Split Release on Demand) can
be removed from Grace Vycor Plus for
ease of installation
3. Install Grace Vycor Plus in order shown by
numbers
4. Install Grace Vycor Plus and weather-resis-
tive barrier to form water -shedding laps
5. If priming is necessary, use Perm -A -Barrier
WB Primer to promote adhesion to concrete
6. Detail also relevant for Grace Vycor V40
Foundation Sill Plate VCRDEf--506
Option 2
Notes:
WEATHER RESIsnVE
RARRIER (OpnONAL)-
EXTERIORAj
STUD WALL
SHEATHING
SILL SEAL
GRACE VYCOR®
PLUS
FOUNDATION
WALL
1. For the most current details, installation video
and product information, see our web site at
www.graceconstruction.com
2. RIPCORD® (Split Release on Demand) can be
removed from Grace Vycor Plus for ease of
installation
3. Install Grace Vycor Plus in order shown by
numbers
4. Install Grace Vycor Plus and weather -resistive
barrier to form water -shedding laps
5. If priming is necessary, use Perm -A -Barrier
WB Primer to promote adhesion to concrete
B. Detail also relevant for Grace Vycor V40
AGeorgia-Pacific
Technical Service Hotline 1.80D.725.6119 orDensArmorPlus® sum.comInteriorPanels •9PgYP
Manufacturer
Georgia-Pacific Gypsum Georgia-Pacific Canada
133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200
Atlanta, GA 30303 Mississauga, ON L5N 5S3
Technical Service Hotline:1-B00-225-6119
Description
DensArmor Plus® Interior Panels are noncombustible (as defined and tested in
accordance with ASTM E135 or CAN/ULC S114) interior panels that consist of a
moisture -resistant gypsum core with coated fiberglass mats. The fiberglass mats
provide superior protection from incidental moisture. DensArmor Plus Panels arehighlyresistantto -the growth of mold, and have scored a 10, the highest level of
performance for mold resistance under ASTM D3273 test method.
The core of DensArmor Plus panels is reinforced with fiberglass, increasing the
product's strength. The treated core and the coated facings made with fiberglass
offer greater moisture resistance and improved dimensional stability than regular
gypsum board. The product resists warping, rippling and buckling.
They have a tapered edge to receive joint treatment The field of the board can be
finished in the same manner as regular gypsum board.
DensArmor Plus Interior Panels are GREENGUARD and GREENGUARD Gold
Certified for low emissions of volatile organic compounds (VOCs) by a leading
third -party organization, UL Environment In addition, DensArmor Plus Interior
Panels are listed as GREENGUARD microbial resistant This listing means
DensArmor Plus Panels, which feature fiberglass mats instead of paper facings
used on the surface of traditional gypsum board products, resist mold growth.
The microbial resistant test is based on ASTM D6329, a testing standard set
by ASTM International, which develops testing guidelines and procedures for
building materials, products, systems, and services.
DensArmor Plus Panels also are listed in the Collaborative for High Performance
Schools® (CHPS6) High Performance Products Database for low emissions of VOCs.
CHPS is a national non-profit organization that works with school districts and
their design teams to improve the quality of education by using products that
have met requirements to receive CHPS credits.
Primary Uses
DensArmor Plus Interior Panels are an interior wall or ceiling covering material for
use in new construction or renovation work They are designed for direct attachment
wi htt—st'rbWs or nails to wood and metal framing or existing surfaces. They may
be used as a covering material for flat or curved structures. DensArmor Plus Panels
are manufactured with fiberglass met surfaces. They have a tapered edge to receive
joint treatment.
Use on interiors of exterior walls, where moisture intrusion is most likely.
Use in pre -rock areas, where the windows, doors or roof have not been
installed making moisture intrusion inevitable. DensArmor Plus Panels
come with a limited warranty against delamination and deterioration for
up to 12 months of exposure to normal weather conditions.'
Use in wet areas behind tile, such as tub and shower areas, where
ASTM C1396, Section 7 is allowed by code.
For complete warranty details, visit www.gPgypsum.com.
Submittal Job Name
Approvals
Contractor
Limitations
DensArmor Plus Interior Panels are a non-structural product and should not be
used as a nailing base to support heavy wall -mounted objects.
Intended for interior applications and soffits in protected areas, DensArmor Plus
Panels must be kept dry during storage and handling.
Do not use DensArmor Plus® Fireguard® (per ASTM C1658) Panels where there is
prolonged exposure to temperatures exceeding 125'F (57C), e.g. adjacent to
wood burning stoves, heating appliances, saunas or steam rooms.
Technical Data
Flame spread and smoke developed rating of 0/0 when tested in accordance with
ASTM E84 or CAN/ULC S102.
Noncombustible as described and tested in accordance with ASTM E136 or
CAN/ULC S114,
5/8• DensArmor Plus Fireguard panels are UL and ULC Classified Type DAP.
1/2• and 5/7 DensArmor Plus® Fireguard CO panels are UL and ULC Classified
Type DAPC.
Decoration
DensArmor Plus Interior Panels are designed to accept most types of paints,
textures and wall covering materials. Because of the enhanced moisture- and
moid-resistant properties of DensArmor Plus Panels, drying times for both joint
compound and wall coverings may vary. Always follow paint or wall covering
manufacturer's installation instructions when applying either of these finishes.
Georgia-Pacific Gypsum strongly recommends priming the surface of DensArmor
Plus Panels with a quality, high solids primer/sealer before applying a final
decorative material. Priming will equalize the suction variations between the joint
compounds and the fiberglass surfaces. If glossy paints are used in such areas
as kitchens or bathrooms, skim coat joint compound over the entire surface of
DensArmor Plus Panels to reduce highlighting or joint photographing. This method
is also recommended in areas with severe natural or artificial side lighting.
Handling and Use -CAUTION
This product contains fiberglass facings which may cause skin irritation. Dust and
fibers produced during the handling and installation of the product may cause
skin, eye and respiratory tract irritation. Avoid breathing dust and minimize con-
tact with skin and eyes. Wear long sleeve shirts, long pants and eye protection.
Always maintain adequate ventilation. Use a dust mask or NIOSH/MSHA
approved respirator as appropriate in dusty or poorly ventilated areas..
Stack DensArmor Plus Interior Panels flat on a level surface. As individual sheets
are removed for installation, they should be raised up on edge carefully and carried
in a vertical position. Appropriate handling for gypsum board is also outlined in
Gypsum Association Publications GA-216 and GA 801.
Take care to avoid impact, undue flexing and subsequent damage to board edges,
ends and comers.
Material Safety Data Sheet (MSDS) is available at www.buildgp.com/sah:tyrnfD
or call 1-404-652.5119.
Applicable Standards
Manufactured to meet ASTM C1658, ASTM C1396 Section 7 and ASTM C1177.
continued -40-
stamps/Sugnatureg
1901, Georgia-Pacific
erior Panels®
Technical Service Hotline 1.800.225.6119 orDensArmorPusw"gpgypsum.cam
Sizes and Edges
DensArmor Plus Thickness: V2' (127 mm), Width: 4' (1219 mm),
Lengths: B'-12' (2438 mm-3658 mmy Edges: Tapered
DensArmor Plus Fireguard C Thickness:1/2" (12.7 mm); Width: 411219 mm);
Lengths: 8'-1 Z' (2438 mm-3658 mm); Edges: Tapered
DensArmor Plus Fireguard Thickness: 5/8' (15.9 mmy Width: 4' (1219 mm);
Lengths: B'-1 Z' (2438 mm-3658 mm), Edges: Tapered
DensArmor Plus Fireguard C Thickness: 5/8' (15.9 mm), Width: 4' (1219 mm);
Lengths: 8'-12' (2438 mm-365B mm), Edges: Tapered
Physical Properties
Installation
DensArmor Plus® Interior Panels should be installed according to the most current
versions of Gypsum Association Publication GA-216'Application and Finishing of
Gypsum Board for Non -Fire -Rated Construction.'
For fire -rated installations, the installation and details shall be in conformity with
those assemblies published in the Gypsum Association Fire Resistance Design
Manual GA-600, UL and ULC Fire Resistance Directories.
Thickness, nominal' 1/Z' (12.7 mm)
t VW (0.4 mm)
1/2' (12.7 mm)
t 1/54" (0.4 mm)
5/8' (15.9 mm)
t 11W IDA mm)
5/0' V 5.9 mm)
t 1/64' (0.4 mm)
Width, standard' 4' (1219 mm)
t 3r32' (7-4 mm)
4' (1219 mm)
t 3/34" (2A mm)
410219 mm)
t 3/32" (2.4 mm)
4' (1219 mm)
t 3/32' (24 mm)
Length, standard' 8' (2438 mm) to
12' (3650 mm)
B' (2438 mm) to
12' (3658 mm)
8' (2438 mm) tD
12' (3658 mm)
8' (2438 mm) to
12' (3658 mm)
t 1/4' (6.4 mm) t V4' (6.4 mm) t V4' 16.4 mm) t 1/4' 16.4 mm)
Weight', nominal, lbs./sq. ft, (Kg/m9 ZO (9.B) ZB (9.8) Z5 (122) Z4 (12.1)
Edges Tapered Tapered Tapered Tapered
Permeance', Perms (ng/Pa - s -PM 10(570) 10 (570) 10 (570) 10 (570)
Linear expansion with moisture change,
inn %RH (mm/mm %RH) 6.25 x 10' 625 x 104 6.25 x 10; 6.25 x 10°
Coefficient of thermal expansion,
infin/'F(mm/mm/'C) 8.5 x 104 (15.3 x 104) B.5x104(15.3x1D9 B.5x10(15.3x1D9 8.5 x 104 (15.3 x 104)
Flexural strength, parallel, Ibf.x' (N) 2:80 (356) 4D (355) z10D (444) a100 (444)
Flexural strength, perpendicular, Ibf.;' (N) a100 (444) 2:1DO (444) a140 (622) a140 (622)
R Value', ft=-'F- hr/BM (0- IVW) 56 (0.099) 56 (0.099) 67 (0.11 B) 57 (0.118)
Combustibility' Noncombustible Noncombustible Noncombustible Noncombustible
Nail pull resistance, Ibf.;' (N) 2:80 (356) ZBO (356) a90 (400) 2:90 (400)
Hardness core, edges and ends, Ibf. IN) a15 (67) a15 (67) a15 (67) xi (57)
Water absorption 1% of weight)'- 5 5 5 5
Surface water absorption',' 1.6 grams 1.6 grams 1.5 grams 1.6 grams
Surface burning characteristics
per ASTM E84 or CAN/ULC S102% 0/U 0/0 0/D
flame spread/smoke developed
Humidified deflections.
0/0
sZtr (6.4 mm) s2/B' (6.4 mm) 4S1/B' (3 mm) sl/8' (3 mm)
Bending radius' 6' (1829 mm) 6' (1829 mm) 8' (2438 mm) 8' (2438 mm)
Represents approximate weight for design and shipping purposes ' Double festenenr on ends as needed
Tested in accordance with ARM C518 ' As defined and tested in accordance with ASTM E736 orCAN/ULC S714.
Tested in accordance with ASTM C473 ' Tested in accordance with ASTM E96 (dry cup method)
Specified values perASTA4 C1658 andASTM C1177
Ick Georgia-Pacific
Gypsum
U.SA Georgia-Pacific Gypsum LLC
Georgia-Pacific Gypsum II LLC
Canada Georgia-Pacific Canada LP
SALES INFORMATION AND ORDER PIACFMENT
USA West 1-800-824-7583
Midwest 1-BOD476-4746
South Central: 1-8011-231-6060
Southeast 1-00-327-Z344
Northeast 1-BOD-947-4497
G4AWM Canada Toll Free: 1-8DD-387-6B23
Quebec Toll Free: 1-800-361 -D486
TECHNICAL INFORMATION
U.SA and Canada:1-800-225-6119, www.gpgypsum.com
TRADEMARKS Unless otherwise noted all trademarks are owned by or licensed to Georgia-Pacific
Gypsum U-C. Collaborative for High Performance Schools and CHPS are trademarks owned by
Collaborative for High Performance Schools Inc.
WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this
product, please go to www.gpgypsum.com and select the product for warranty information. All sales
of this product by Georgia-Pacle are subject to our Terms of Sale available at www.gpgypsum.com
UPDATES AND CURRENT INFORMATION The information in this document may change without
notice. Visit our website at www.gpgypsum.com for updates and current information.
CAUTION For product fire, safety and use information, go to www.bulidgp.com/saletyinfa
or call 1-BOD-225=6119.
FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or
labeling a product as having a one -hour, two-hour, or any other fire resistance or protection ratingand, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that
either a particular assembly/system Incorporating the product, or any given piece of the productitself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any otherspecifiedfireresistanceorprotectioninanactualfire. In the event of an actual fire, you should
immediately take any and all actions necessary for your safety and the safety of others without
regard for any fire rating of any product or assembly/system.
C=4 Gawa+4'rRc b1W=LM A1I*V =%d 1/14- 6M1TN UL tWM#=4&
GeorgiaPacific
DensGlass'
Sheathinq
Manufacturer
Georgia-Pacific Gypsum Georgia-Pacific Canada
133 Peachtree Street 21 BO Meadowvale Boulevard, Sub 200
Atlanta, GA 30303 Mississauga, ON L5N 5S3
Technical Service Hotline: 1 -BOD-225-61 19
Description
DensGlass' Sheathing is a gypsum panel made of a treated, water-resistant
core, surfaced with fiberglass mats and a GOLD colored primer coating. Providing
superb protection from the elements, DensGlass Sheathing is resistant to
delamination and deterioration due to weather exposure —even during construction
delays that last as long as twelve months after installation and are backed by a
limited warranty against delamination and deterioration for up to 12 months of
exposure to normal weather conditions' DensGlass Sheathing panels are also
mold -resistant, and have scored a 10, the highest level of performance for mold
resistance under ASTM D3273 test method.
DensGlass Sheathing exhibits a dimensional stability that assures resistance to warping,
rippling, buckling and sagging for a flat and even substrate and is noncombustible
as defined and tested in accordance with AS1M E135 or CAN/ULC S114. Since
DensGlass Sheathing is strong in both directions, it may be installed either
parallel or perpendicular to wall framing members (always follow specific
assembly installation instructions).
Primary Uses
Because of the superior performance of DensGlass Sheathing, it is specified for
exterior walls, ceilings and soffits in a wide variety of applications. These include
exterior insulation and finish systems (EIFS); cavity brick or stone veneer applications;
cladding such as wood siding, vinyl siding, composition siding, wood shingles,
shakes, conventional stucco systems, plywood siding panels, and interior finish
systems that require a substrate panel with superior fire and moisture resistance.
For EIFS applications, DensGlass Sheathing is an ideal substrate for adhesive or
mechanical application of expanded polystyrene or extruded polystyrene insulation,
and is recommended in all climate zones.
Manufacturers of water and air resistive barriers, which include attached flexible
membranes, self -adhered membrane and liquid applied, have found DensGlass
Sheathing to be a suitable substrate for their systems.
DensGlass Sheathing is an ideal product for exterior ceilings and soffits for both
cold and warm climate zones. It resists sagging, even under exceptionally humid
conditions. Panels are applied directly to structural framing. Surface and joints
may be finished and painted, or surfaced with an exterior finish system.
Limitations
DensGlass Sheathing is resistant to normal weather conditions, but it is not intended
for immersion in water. Cascading roof/floor water should be directed away from
the sheathing until appropriate drainage is installed.
Avoid any condition that will create moisture in the air and condensation on
DensGlass Sheathing. The use of forced air heaters creates volumes of water
vapor which, when not properly vented, can condense on building materials.
The use of these heaters and any resulting damage is not the responsibility of
Georgia-Pacific Gypsum. Consult heater manufacturer for proper use and ventilation.
For complete warranty details, visit www.gpgypsum.com.
Submittal Job Name
Approvals
rnn mr4nr
Data
Technical Service Hotline 1,800,225.6119 or
www.gpgypsum.com
When DensGlass Sheathing panels are used in slarded wall applications, that portion
of the wall must be temporarily protected from the elements. Do not allow water
to pond or settle on sheathing. Also, exposed wall ends must be covered to
prevent water from infiltrating the cavity.
Georgia-Pacific Gypsum does not warrant and is not responsible or liable for the
performance of the cladding or exterior systems applied over DensGlass Sheathing.
The suitability and compatibility of any system is the responsibility of the system
manufacturer or design authority.
Do not laminate masonry surfaces to DensGlass Sheathing; use furring strips or
framing.
DensGlass Sheathing is not intended for roof applications. For roof applications,
consult our DensDeck' Roof Board brochure.
DensGlass Sheathing is not -intended for interior or exterior tile applications. For
interior file applications, consult our DensShield' Tile Backer brochure.
DensGlass Sheathing should not be used in lieu of plywood where required.
Do not apply DensGlass Sheathing below grade.
For all installations, design details such as fasteners, sealants and control joints
per system specifications must be properly installed. Openings and penetrations
must be property flashed and sealed. Failure to do so will void the warranty.
Do not use DensGlass Sheathing as a base for nailing or mechanical fastening.
Fasteners should be flush to the face of the board, not countersunk
Technical Data
DensGlass Sheathing is noncombustible as described and tested in accordance
with ASTM El36 or CAN/ULC 5114.
DensGlass Sheathing exceeds ASTM C1396 sheathing standards for humidified
deflection by a factor of 10 in tests over the standard for regular gypsum sheathing.
5/7 (15.9 mm) DensGlass° Fireguard' Sheathing is UL and ULC classified Type DGG.
DensGlass Sheathing is manufactured to meet ASTM C1177,
Flame spread and smoke develop rating of 0/0 when tested in accordance with
ASTM E84 or CAN/ULC S102.
Handling and Use —CAUTION
This product contains fiberglass facings which may cause skin irritation. Dust
and fibers produced during the handling and installation of the product may
cause skin, eye and respiratory tract irritation. Avoid breathing dust and mini-
mize contact with skin and eyes. Wear long sleeve shirts, long pants and eye
protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/
MSHA approved respirator as appropriate in dusty or poorly ventilated areas.
Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safety'rnfo
or call 1404-652-5119, -
Product Data
Thicknesses:1/2'(12.7 mm), 5/8' (15.9 mm) is Type X (ASTM C1177)
Width: 4' (1220 mm) standard, tolerance up tot 1/B' (3.2 mm)
Lengths: B' (2438 mm), 9' (2743 mm) or 10' (3048 mm) standard
Edges: Square
contnued--Y
Stamps/Signatures
14, Georgia-Pacific
De nsG lass® _ ' ; . Technical Service Hotline 1.800.225.6119 or
Sheathing I www.gpgypsum.com
4' (1219 mm) ± 1/8' 13 mm) 4' (1219 mm) ± 1/8' (3 mm)
Width, nominal
8' 12440 mm), 9' (7743 mm). 8' (2440 mm), 9' (2743 mm),
Length, standard 10' 13048 mm). ± 1/4' (6 mm) 10, (3048 mm), ± 1/4" (6 mm)
Weight, nominal, Ibs./s . ft (Kg/m') 1.9(9) 2.5
Ed S oars are5oars
Bendingradius' 6' 118Z9 tern) 8' (2438 mm) ,
Racking44) strength', Ibs./ft (dry) (N/m), Ultimat"ut design value 540 p878) 654195
Flexural strength'-', parallel, Ibf. (N), 4' weak direction aBO(356) 100 (445)
min 500 psi (3445 kPa) min. 50D psi (3445 kPa)
Compressive strength
Z/B (6 tern) 1/8' (3 mm)
Humidified deflection '•'
23113001 17(970)
PermeancO,Perms (ng/Pa•s•m')
R Value', ft2-*F•hr/BTU (m'-KIW) 56In 11991 67(0.118)
Combustibility' Noncombustible Noncombustible
Linear expansion with moisture change, iVin %RH (mm/mm %RH)' 6.25 x 104 6.25 x 104
Surface burning characteristics per ASTM E84 or 0/0
CAN/ULC S102: flames read/smoke developed 0/0
Coefficient of thermal expansion, 8.5 x 1D4
V 53 x 104P
8.5 x 104
115.3 x 101
infin/"F (mm/mW*C)
Tested in aecortIanw wMAS7M C473
Tested in accordance W&ASTM EX *CUP medrodl
Double fasteners on ends as needed
Tested in =ordarm with ARM V2
Tested in awordance WOAS1M L518(hear flow meterl As defied and tested in acrndarra withASiM E135or CANAW S114
Spadfied values parASlM C1177 As stated by Gypsum Association G4-235
Tasted in awrdarm withASlM t3Z8.85
Georgia-Pacific
Gypsum
U.SA Georgia-Pacific Gypsum LLC
Georgia-Pacific Gypsum II LLC
Canada Georgia-Pacific Canada U'
SALES INFORMATION AND ORDER PLACEMENT
U.S.A West 1-8D0424-7503
Midwest 1-BOD-876-4746
South Central: 1-BOD-231-6050
Southeast 1-80D-327-2344
Northeast 1-800-947-4497
C4NAL24 Canada Toll Free: 1-800-387-61011
Quebec Toll Free: 1-800-361 -0485
TECHNICAL INFORMATION
U.SA and Canada:l-80D-225-6119, www.gpgypsum.com
116mpi c6rp®nI1GP ' 1/I4.614M UtronF.+'}m
TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific
Gypsum LLC.
WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this
product please go to www.gpgypsum.com and select the product for warranty information. All salesofthisproductbyGeorgia-Pacific are subject to our Terms of Sale aveilab)e at www.gpgypsum.com.
UPDATES AND CURRENT INFORMATION The information in this document may change without
notice. Visit omwebsits at www.gpgypsum.com for updates and current information.
CAUTION For product fire, safety and use information, go to www.buildgp.com/sptetyinfu
or call 1-800-225-6119.
FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or
labeling a product as having a one -hour, twD-hour, or any other fire resistance or protection ratingand, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that
either a particular assembWsystem incorporating the product or any given piece of the productitself, will necessarily provide one -hour fire resistance, two-hour fin: resistance, or any other
mecified fireshould
med ately takesaanny and alllnceorracUosnnenecessaryforyoursafetyandthesafetyofothersinanactualfire. In the event of an actual fire,uwithout
regard for any fire rating of any product or assembly/system.
Florida Building Code Online
rusiness & Pr_otdssional R guiation
Page 1 of 3
a, {_ r5nutbari c FSt;D rtlrohb .co;m cr.oeFR
DC vas ®Product Approval
u u Public user
OY+jX>AppavBonDella
FL#'
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
AddreWPhone/Email
Authorized Signature
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Emall
Category
Subcategory
Compliance Method
FL15000-R2
Revision
2014
Approved
107
Therma T•ru Corporation
lie Industrial Drive
Edgerton, OH 43517
419) 298-1740
ridcw®rwbldgconsultants.COm
Vivian Wright
rldcw@rwbldgconsuitants.com
Exterior Doors
Swinging Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional EngineerEvaluationReport - HardcopY Received
Architect Name who developed Lyndon F. Schmidt, P.E. Florida Engineer or
the Evaluation Report PE..43409
Management InstituteFloridaLicenseNationalAccreditationand
Quallty Assurance EntityContract Expiration Date IV31/2018
Quality Assurance Ryan J. long, P.E
Validated BY Validation Checklist - Hardcopy peeved
Certificate of Independence
ha SDDD R2 COI Certr flue Of IndeoP^d__ ^s—ce•odf
i4.RI
Referenced Standard and Year (of Standard) smadmAA
CSASOl/IS.2/A440AAMA/WDMAI1996
2005
ASTM D1929 1999
ASrM D2B43 2003
ASTM D635 1998
ASTM E1300 200D
ASTM E84 1995
ASTM G26 1994
TAS 202
Equivalence of Product Standards Florida Licensed ProfassionallEngineer or Architect Certified
By
Florida Building Code Online
Sections from the Code
Product Approval Method
Method 1 Option D
05/2912DIS
Page 2 of 3
Date Submitted 06/28/2015
Date Validated 07/05/2015
Date Pending FBC Approval 0B/19/2015
Date Approved
urnrna of Products #
S
umber or NameDescription S Door
5000.1
Classic'or °Smooth -Star' Sidel te(s)5-
8 m O tswing (X, OX or aq
XO, OXO, XX, oe opaqueFiberglassDoorwith ioco out Installation
Instructions Limits
of Use ri
IN r 1 OS OO.S.Ddf Approved
for use in HVHZ: Yes Verlfl d By: Lyndon F. 5d,midt, P.E. 43409 Approved
for use outside HVHZ: Yes Creatad by Independent Third Party: Yes Impact
Resistant: No Evaluation Reports Design
Pressure: N/A o ec E\/Al.odf Other-
See INST 15000.1 for Design Pressure Ratings, any (xeated by Independent Third Party: Yes additional
use limitations, Installation lInstrvl Instructionsand the
use ductparticulars. (This Product approval have been of °)°
part number doors ammo th It
finstallation.) stainedorpaintedwithinDoor with & without law- 150D0.
2 b. 'Flber-Classic' or °Smooth -Star' Sidellte(s Inswiaclffop(X, OX ue
or XO, OXO, XX, OXXO Limits
of Use Approved
for use In HVHZ: Yes ApprovedforuseoutsideHVHZ: Yes Impact
Resistant: No Design
Pressure: N/A ee
INST 15000.2 for Pressure additionaluse
limitations, nsbvctions and.,,
any product
particulars. (
This product approval requires the use elltes, whichhavesof -j-
rt number doors and tained or
painted within 6 months dof installation.)
been
15000.3
rw °
Flbe,Ciassle or'Smooth-Star° Limits of Use
Approved for use
in 14"Z: Yes Approved for use
outside HVHZ: Yes Impact Resistant: No
Design Pressure: N/
A pressuregn aother. See dditional
use I
m tations,ST3insbfor Uiation
Instructions ands,
any
product particulars. (This Product approval requires
the use of -j- art number doors and , which have stained f or panted within 6
months
of
installation) been 15000.4 d. "Flber. Classic'
or °
Smooth -Star' Installation Instructions 1 00.2.odf
r, soonR2Verified dBy LyndonF. Sd:midt,
P.E. 43409 Created by Independent Third Party: YesEvaluationReportsAEEVAL1OS
00.2.
odf Created by IndependentThirdParty: Yes
Limits of Use Approved for use
in HVHZ: Yes
Approved for use outside HVHZ: YesImpactResistant: No Design Pressure: N/
A Pressure add
tl alesel mitations, Installllation nstructions
and any product particulars. Mis product approval
requires
the use whiof °)' part number doors 6 monthsoandffinstallation.) been B'0 °Non -Impact° Opaque
Fiberglass
Door with & without Sidellte(s) - Outswing (X, OX or
XO, OXO, XX, OXXO Installation Instructions sr 15000.3.odf
Verified By: -Lyndon F. Schmidt, P.
E. 43409 Created by Independent Third Party: YesEvaluationReportss eo FUnL 15000
3.odf5matedbyIndependent Third Party: Yes
B'0 'Non-Impace opaque ox
o Fe gl s DoorWith w
thout Sidellte(s) -
Inswing (X, Configurations) Installation
Instructions II rNST 15ODOA.
odf
Verified By: Lyndon F. Schmidt, P.
E. 43409 Created by Independent third Party: Yes
Evaluation Reports Rj%RLcL AE %L
15D00 4
odf Created by Independent Third Party: Yes
stained or painted wl n 15000.
5 e. 'Fiber -classic' or °
smooth -Star• 8`0-Non-Impact! go o D;uble Fberglass Door - Outswing
Florida Building Code Online
Jmits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design pressure: N/A
aDther.
Sedltlonaleuse limitations, in15000.
5 stallationor instructions anPressure d
any
product
particulars. (
This product approval requires the use of'7' part number doors, which have been stained or pajrftd within
6 months of Instaliatlon.) 000.6
f.'FlberClas51e or'smooth-Star° Limits of
Use Approved for
use in HVHZ: Yes Approved for
use outside HVHZ: Yes Impact Resistant:
No Design Pressure:
N/A Other. SeeINST15000.6 for Design Pressure Ratings, any additional uselimitations, Installation Instructions and product particulars. (This product approval requires the use of 31
d art numberdoors, which have been stained or f installaon.)
nalntewithin 6monthsPage3of
3 Installation InWuction's
o n rniS71SD00.5.bdf Verified By: Lyndon
F. Schmidt, P.E. 43409 Created by IndependentThirdParty: Yes Evaluation Reports o
AF EVALi5000.5.Ddf Created by Independent
Third Party: Yes 6'B'Non-
Impart Center Hinged Glazed Fiberglass Double Door - Inswing (OX
or XO Configurations) installation Instructions AuDD '
TT tnIST
15DOD.L09 Verified By: Lyndon
F. 5chmldt, P.E. 43409 Created by IndependentThirdParty: Yes Evaluation Reports Fl
SD00 R2
AE EVAL 150DD.6. Deli Created by IndependentThlyd
Party: Yes eadr "R R..
R a
a9e w......• atn..ta7-1624 nm DL a-
te er FleddL N aiz W_WM1' :: The Slate or
Florida is on AAMW employer• do not send do not wantyoure-maD address released M response to a Wblic+emrds request d onbQ the
otryce by phone or by badhyorol mall. U you have eery questom, please mrdad: 65D.487.h an rnall a d re s Undo Floridamrl law,
small addresses ere act records, Y user
455 F.
S. must provide the Department W an errmD address 7 electronic mall Tothiserd>ty. Intend OdDW I. Z , licensees UQnsed However ems0 addhesses are public record. V you do not wish to Sadlon 455.275(1), Fiorlda stet - mW be used br o m unloDon oft the Illzme. 7o de2ermMe M you are a Itenue under trey have one.
The emalls p the Da jd with an emall address which can be rrade available to the public RM* a personal
address, P pie Chapter 455, FS., plem r9dt h22L' Product Approval Accepts=
ccurits ni l:
rrucs
I
IERMAITRU
THERMA TRU DOORS
1 10 INDU"r11ML ON., eoD.7 ". aN 43917
FIBER CLASSIC"/ "SMOOTH STAR"
8'0 INSWING W/ & WOUT SIDELITES
FIBERGLASS DOOR
NON -IMPACT"
GENERAL NOTES
1. This product has been evatuoled and Is In compliance v61h the 51h Edllion (20141 Fordo Buldhg
Code (FOCI druclurcl requirements Including the Bah Velocity Hurricane Zone (KVHZI.
2. 1'redual anchor shall be as Ibted and spaced as shown on details. Anchor embedment to base
malerci shall be beyond wall dressing or stucco.
3. When used In the "r this product Is required to be protected wllh an Impact resblant
covering that complies with Section 1626 at the FBC.
4. When used In areas outside of the 1WW requiring wind tome debris pretectlan this product h
required to be prelecled with an Impact resistant covering that compiles wtlh Section 1609.1.2 oftheFBC.
5. For 211 stud Framing comlrucllorL anchoring of these units shall be the some as that shorn for 2R
buck masonry conshucliom
6. Site conditions that deviate from the details of Ihll drawing require further engineering analyst, byalicensedengineerorregisteredcrchilecl.
7. This product does not meet the water infiltration requirements for the 1W. Inswing units shall be
installed only in non -habitable areas or of habitable locations protected by an overhang or
canopy such that the angle between the edge of canopy or overhang to A Is less than 45degrees.
TABLE OF CONIUM
SHEErtt OESCRIPIION
I elevalbm. de oprosssumms 6 annnral notes
2 orpone etch Smoot sl 3 '
Door panel details Fber 4
Sideille panel defults 6 Qlaft detalb 5
Vertical cross sec ions 6
Nodwnld cross sect ns 7
Hannon cresssecl B
Buck 9
Frame anchors 10
Frame II
As detains 12
a ma 8 Components MAIL
OVERALL l
l SEE
DETAIL ( E SHEET6ET95QQUFILEWlC10EI
Rt c INSIVING IINrr OXXO VJVMAK
OVFRML
74-
W MU.OVERAM FRAMevnolN FRAMWWMbD
r D D SINGLE INSWING
IIINIr X SEE
I
x GESH '
11'/ (
v
3
SHIN
8 RINGLEW&IOELIT0ES
INS WING IINIr m I FL.-
15000.
4 1
36JVMAX
DOOR
PANEL WIDTH
z
z
O
2J
a. v
Q'
a 18
x0O
i
1f1
N
Nof
L HIE
DOOR P NF
Smooth Star
0 HORIZONTAL CROSS SECTION
2 DOOR PANEL
4A3T
0.336'
f-.—
a
LATCH SPLE _TOP RAIL
SMOOTH STAR) (SMOOTH STAR)
1 1.18' +-
T' ILM1411
lam
HINGE STILE BOTTDM RAIL57SMOOTHSTAR) (SMOOTH STAR) l VERTICAL CROSS SECTION
2 DOOF PANEL
Q,
ff
a
455
911H
N
O
O uzu
n02 24 12 E
an N.T.S.
r. wn JI( m
L wn LFS
Mo MOa
FL-15000.4
a
a
tr or_12
A
J F E6l4fi
1 QE@lQ@
3d•W MAX
DOOR
PANG WIDTH
2
J
s
e
e
D.Q.OR PANFI
Mar Classic
1 HORIZOP
J DOOR PANEL
vi
1
LA7CH SOLE
FIOER CLASSIC) 2 TOPeERRAIL
FlcLAsslc) 4
HINCE SI1LE FlBER
CLASSIC) 5 MIMMI RAIL Fl9ER
CLASSIC) I
WRnCAL
CROSS SEC170N JDOORPANELME
o
a
z°
a° 02
24 12 i M
N.T.S. eh
JK a' R
nl US 3 WM
No, d FL-
15000.4 s 0
Tt \ ...
n N
I/2'GLAU
9
l MIN.
CLASS THK.
EMPEREDG1T18.
CLASS
AIR SPACE
25" STEEL 1 8
B INTERCEPT TEEMPEREOSPACERGLASS
40 41 SEE NOTE 1
5" INaw errn r ...
SMC I ITE euE r1 e11l
13.9375' MAIL
PANM WIDTH
7.125 MAIL.
DLO. W10ni
f : y ;• •1
y%. is :1 r .r1•
I/2•GLAM I/2• MIN.
BILE
40
GLASS THK.
F/—GLASS`
C1
1/5.
TEMPERED
25- STEELINTEQ(Qg 79WINTERCEPTSPACER
29 SEE NOTE 1
PVC 1 tTE FRAM AZ . nc All
a.v ; _ SWM
AIR SPACE
1 tT"
MPERED
GLASS
SEE NOTE i
1 HORIZONTAL CROSS SECTION
4 SIOEUTE PANEL
f
1 2152' —j
2.589'
I
W
j rll
1
4211+•.526•
lA jrLy' f'.•. 5
e
P1ASTIC UP L.RH FRAMEUE7RRUOEDPVC 1 PLASTIC UP UlE FRAME
t7CIRU0E0 SMC
L/ +I 1A77• IMP " ( VERTLCAL CROSS SECTION
4 SIOEUTE PANEL
2 I I
L
tlQTE.
I 1. Spacing for Item 120 & /41 Oita frame scrawl) r415J1•i
1 F+1.531•- 13 ae fcllcws: From (he bottom up an aides; f1.5', with (7) more spaced at 11.t175' o.a. !hero are (2) SIOFlrtE
star 4T 5"0—
GER
T
TE&
BOTTOM RAL :crows both top and bottom at 2.125' In from eachSmoothStarFlNGtRJOlN1EpPONDEROSAPINE, SCe0.iJ 5Y SIOEUTE DLANK SIOE STILE comer.
FlNCtR JOINTED PONDEROSA PIN, SGQ0.4J
VC,dVg
i
12
z° 9
m 02 24 12 i
o JK a'
con lF5
aaMo o.l
FL-15000.4
e
a < w 12
i7
SEE NOTE 2
0 VERTICAL CROSS SECTION5
0 VERTICAL CROSS SECTION5
a
SEE
TE 2
OPTIONAL SURFACE BOL15 ON qC Pi1NE1SEEOESICNPRESSURE RCND)
1. The eldelite Is direct Bet Into the Jamb with (12) Item 143 c ®8 x wood
o <
o aateachverticalJambfromfrom !crew. There arc (4) J1 ; 48.5' k ti8'. Th. P down at 1J.5', z°
z
Eare4' from the outalde co (2) at the header at2) /1 J a mere of the from@. there are
Bill, 8the
02 24 12010
N.T.S. 94' from outside omers.od acrow at the On en JK m
2. OPTIONAL SURFACE BOLTS ON qC nW PANE1SEEOESIcNPRESSURE
LFS
fad d
CMRT)
FL— 15000.4 n
0
I- OF 12
a1sM1N.
MOO f 13
SEE NOTE 1 '
4J '
reQR n
1.114,MIN.
lCtlEBlQ@ &AL (TTP.1
a HORIZONTAL CROSS SECTION
6
l: m-
1. The sldsllte Is direct set Into the Jambwith (12) Item 14J a 16 x 2' pfh. woodscrew. There are (4) at each verticolJamb, from the top down at IJ.S . J1'. 48.5' do 66'. There are (2) at the headerat4' from the outside comers a( theframe. there are (2) /1J a 18 x 2-1 2' Pill. wood screw at the sill. 4' Imm theoutsidecomers.
OPTIONAL SURFACE BOLTS pN AC1NE PANELSEEDESIGNPRESSURECIIART)
HORIZONTAL CROSS SECTION6
Ai
t
ONE
12-4 a2
d
0 "
I-I/P MIN_
WS. m
HORIZONTAL CROSS SECTION
7
fim-
1. The eldellte Is dlrect eft Into the Jamb with (12) am /43 a /6 x 2' plh, wood eerew. There are (4) at each vertical Jamb, from the top down at 13.5 ; a'.,
rom4t1.5' dr 66 . Thare arc (2) at the header at
2
fthe outelde comers of the frame. there are 2) 4. /
e a 2-1/2' pfh_ wood screw at the sill, from the outside tamers. 2
HORIZONTAL CROSS SECTION 7
0
HORIZONTAL CROSS SECTION 71-
IM MIN. FMB,
tT q 11
I
FL-
15000.4 v.
Lor J2 h
gi
F
i
9
d
N
a
N
II
IICII
MASONRY II 38 Q II
OPENING I I TYP. HEAD I I
i
I I do JAMBS I I MASONRY
ASTRAGAL
II Q SHOWN FOR II OPENING
II Q REFERENCE II
2X BUCK ii Q 2X BUCK
Q II
MUWON 9 MUWON I
SHOWN FOR SHOWNII FOR
II
REFERENCE REFERENCE II
aII iiIIQII
4
II Q II
Doif9 F DoaR w cr DEr nT'S
RUCK AN .Nnawn_ r•M :;'::
r
MASONRY
OPENING j IITYP. HEAD
II JAMBS II
II
CONCREfEANCHOR NOTES. 2X BUCK
II
I
II
I
I I
I• Concrete anchorfocafloru of the comers maybe aedgedbfancetomorfarlofnfsoYdMfed to mdnfafn fhe rNn. I I
MUWON I I
SHOWN FOR I I
2 Concrete ancharloco110111notedas MAX. ON
to morfarJ01nit bnNffcmaybethemkiededgecrIsensuremaybe arrbeadcors II
REFERENCE fII e
egWredtoenswefhe. AX. ON CENIF.R" 7. I I j t 3.
Concrete anchor tabfe: dlmensfon are not ercceeded. if MU JJJ a AcFYQ
d =If f.:..:.:..:..:._
t"Y31#. ;.r;71A1111 }`:IN1Fhf 9+9 i17 GR fi11K ti{11Ri9.. E Y :.. II WON
III SEOFERENCE
II I
I ci
0
TYPE:;:.; ;;.; : - , • £
dR` :![
t';<: I I TAPCON°
1/4" 1•1/4" r 4" EICO
ULTRACON
114" 1-1/4" f" 4" ` ::,;>•.•r.a SINGLE
DDn c f
1 r i a.
Q _
ESO at •k gou t -f! ICI Q
Wz 6Q;J=`3C^ J8
g_0
a
JAMBS
0
pi a
ASTRAGAL * n1 0,` " a Q
SHOWN FOR Q
REFERENCE = g z d
uza
Q
DOUBLE
DOOR SUCK
Ate• C e-:I an
FL-
15000.4 armor
12
A"
T THESE (2) ANCHORS—,,,C. A `` k l
irr
T
REO'O ONL
47
WHEN . ,r, i
T OP > PSF
FOSEETeml "2' 0
MASONRY W//2X BUCK
OPENING IJ INSTALLATION MASONRY a w/zx BUCK i
w IX euCK OPENING IrisTALunoN rti
1 STUAnoN Ja W lx BUCK
as _
IrisrALunoN _ y '°
d d
FRAME 4J TYP. HEM k — O
TSP
JAMBS o SUCK FRAME T'P. NEAO k vE = JAMBS O BUCK
3,4
2X BUCK —
SEE 2X BUCK
SEE _ OtTal '1" OEETaL TYP.
S
yDETAIL
S. oETaL •4• _ _
TYP. SILL 14 S TYP. SILL 14
Ll 1 —
W
VIEW 'R•—'Ts'
a
B• A.
OOLIRL DOOR W/dnElffFS
CONCREIEANCHORNOn3•
1. Corlarele anchor locations at the comers m b
edge distance to morfar/olnfs.
may adjusted to maintain the min
j 2 Concrete anchorlocallons noted as IMAX, ON Cf3*Wmusf be adjusted tomaintainthemin, edge distance to mafarjolnfs, addltlonal concrete anchors
may be required to en0we the MAX. ON CENTER• dimension are not exceeded. 3. Concrete anchor table:
A 4'll R-4 AN iC111 yhlllV°.::;,
rune sirer c ueHr T17titlts N rt7,ao.acrNp
nw_.
TAPCON° 1/4" 1.1/4• 2' 4"
Irw
TAFCON° 3/16" 1.1/4' 3• 1.1•
w000 scRww INsrAUAno ores•
I. Maintain a min6num 5/11' edge distance, 1' end distance, 3 1' o c. spacing oflwoodscrewsPreventeventthesppfflngofwood.
I I 1
VIEW ('" _• IC. A• VIEW 'A! -"A
SiNGLF ODOR W/sIOEI ITES
iJ 49 30JO
2X BUCK
INSTALLATION13 0 J1
JI
R
1^
13
sec
o
T671, NSTALLATON • F
10 DETAIL s' oETA_ Imo• p
10 ASTRAGAL 6c SURFACE BOLT
STRIKE PLATES O HEAD
us
10
aJ1at
Z n
a
MFL4
iJ
N.T.S.
30 J0
DETAIL '4SURFACE PLATE ® THRESHOLD
adn'i
OPENING
FRAME
ZX BUCK
DETAIL '3" l Y
ILYYN
S
VIEW .R.-.R.
TS -
B A•
SEL
BUCK OETAIL "2' D=VAnoN
W/ 1 x BU
Y INSTALLATCKON
HERO k - G1
s 1 -o
B- —J L— -A-
DOL,RI F DOOR
CONCREIVANCHORNOTES
1. Concrete anchorbcalbns at the comers may be odjusfed to maintain the min.
edge distance to morfor/olnts.
2 Concrete anchorbcalbns noted as IMAX. ON CBVWmust be adjusted to
C motntorn the mh edge distance to mortorJotnts, addlllond concrete anchorsImayberequiredtograurethe74AX. ON CENn9 - dimension are not exceeded. 3. Concrete anchor table:
TAPCON' 3/16' 1-1/4" 3' 1-1/T
ITW
1. Maintain a mWmum 5/9" edge dstance. I' end dstance, 3 1 • o.c. spacingl.otwoodscrewstopreventThesPllllingofwood.
SEE /
DETAIL "4"
VIEW-c--"C-
MASONRY-
OPENING
FRAME -
2X BUCK-
5y
SINGLE ODOR
W/IX BUCK
13SOINSTALLATION
W/2X BUCK12INSTALLATION
13
10
10
DETAIL '3'
10
DETAIL 'S'
NSTIAXLLBAnoN 50
W/2X BUCK 13
INSTALLATION
SEE
a DETAIL
4e 30 30
W 2X BUCK iJ 0V2STAl1ATI0N J1 31
W/1X BUCK
INSTALLATION i '
OET
ASTRAGAL Lk SURFACE BOLT
STRIKE PLATES ® HEAD
a
31 31 ' a
O
a
WO 02 24 12
30 0
30 °AO N.T.S. 9
DETAIL "1" ix m
SURFACE BOLT STRIKE PLATE O0i ' G dOTHRESHOLD °""'010 "a'
fL-15000.4
e
a
array -LO 0 12-
1
0={-- U l5a SEE NOTE 1
i C)
II
0.12r—^ F —
24 '
OETNL
1. THE ASTRAGAL BOLT HAS A 3" THROW AT YHE TOP
ANO THE GOTTOM.
IL
Ed
Y,............. JOO o m
IL
C=
mai
ELL V 7
m
FL-15000.4
1L wla
4363'
Li-
20 21 WOOD FRAME
2 J FINGER JOINTED PONDEROSA PINE, SG-0.43
576C
r
11 one
uaa 14
a
V gCZ JO
suRF cE POT STRIKE PLbTE 1125' STEED $ s M
M 1.
97C 28
NSWNG DOOR BOTTOM SWEEP VINYL .
OSO' MAX. WALL, OJS'
MIN. WALL 2N1'
1b91'
L.
L
A
L u 7•
I15
INSWING SIOELITE BOTTOM
BOOT 0.
09' EXTRUDED VINYL WALL Z
cAm
02 24 12 swo
N.T.S. On.
or. JK cm
or LFS OKWM
mi FL-
15000.4 SKET
17 a-U
3/2/2018 Florida Building Code Online
M. Professional . 1 I
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Unks I Search I
b
a
Product Approval
USER: Public User00- 1=
Product Aonroval Menu > Product or Aonllcatlon Search > Application Llst
Search Criteria
Code Version 2017 FL# 14634
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
FL# Iypg Manufacturer Validated By, Status
FL14634-113 Affirmation Ply Gem Windows Locke Bowden Approved
Category: Exterior Doors 334) 300-1800
History
Subcategory: Sliding Exterior Door Assemblies
Approveo oy uorK. Approvaw uy worn >non uc , cv,c- .....................
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Cogyriight 2007-2013 State or Florida.:: Prtygcy Statement :: Accessibility, Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.2395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S.,
please dick here .
Product Approval Accepts:
Credit Card
Safe
https:/Moridabuilding.org/pr/pr app_Ist.aspx 1/1
3/2/2018 Florida Building Code Online
Professional Regulation
i
r
SCIS Home I Log in I User Registration I Hot Topics I Submit Surcharge I Stats 6 Facts I Publications I FBC Staff I BCIS Site Map I Unks I Search I
dFlorida r a a Product ApprovalUSER: Public User
g,
Product Approval Menu > Product or Aoolicatlon Search > BQpllcadon Ust > Application Detail
OFFICE OF THE FL * FL14634-113
SECRETARY
Application Type Affirmation
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
W
Ply Gem Windows
433 N. Main St.
Rocky Mount, VA 24151
614) 532-3596
luanne.harris@plygem.com
Luanne Hams
luanne.harris@plygem.com
Exterior Doors
Sliding Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Hermes F. Norero, P.E.
PE-73778
12/31/2018
Locke Bowden
t Validation Checklist - Hardcopy Received
FL14634 R3_COI_COI PLY GEM SS 2015-02-19.odf
Standard Year
AAMA/NWWDA 101/I.S.2 1997
ASTM E 330 2002
I affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code.
https://foridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfeBA7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhwa/o3da/o3d 1/3
3/2/2018 Florida Building Code Online
Documentation from approved Evaluation or Validation Entity • Yes , No .-'N/A
FL146 R3_CDC 5A14634.Ddf
Product Approval Method Method 1 Option D
Date Submitted 10/12/2017
Date Validated 10/12/2017
Date Pending FBC Approval
Date Approved 10/17/2017
Summary of Products
FIL # Model, Number or Name Description
14634.1 Builder Series 4780 Sliding Glass Door (XX)
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL 4 _g]_II PGWO63 55 2015-01-02.p_d
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +25/-50 Evaluation Reports
Other: Without sill riser FL14634_i33_6F PER3054 SS 2015-01-02.Ddf
Created by Independent Third Party: Yes
14634.2 Builder Series 4780 Sliding Glass Door (XX)
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL14634_ tR II PGWO63 SS 2015-01-02.p-9
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +50/-50 Evaluation Reports
Other: With sill riser FL14634 R3 PER3054 SS 2015-01-02.pd
Created by Independent Third Party: Yes
14634.3 Builder Series 4780 Sliding Glass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No LF .1463g_R3_U_PGW064 SS 2015-01-02.pg
Approved for use outside HVHZ: Yes Verified By: Hennes F. Norero, P.E. Florida P.E. #73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +30/-30 Evaluation Reports
Other: Non -reinforced. See installation detail for available FL14634_33_RPER3055 SS 2015-01-02.pd
sizes and configurations. Created by Independent Third Party: Yes
14634.4 Builder Series 4780 Sliding Glass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14634 R3_II PGW065 SS 2015-01-02.pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure. +35/-35 Evaluation Reports
Other: Reinforced. See installation detail for available sizes FL14634_63_6E_PER3o56 5S 2015-01-02.Ddf
and configurations. I Created by Independent Third Party: Yes
Back Next
Contact :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. CODYAOht 2007-2013 State of Florida.:: PrIvagyStatement :: Accesslblllty, Statement :: Refund Statement Under
Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mall
to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.2395. 'Pursuant to Section 455.
275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one.
The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please
dick hSLL. Product
Approval Accepts: rgg®
Credit
Card Safe
https://
floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXOwtDgswBZVNfeBATW2WiKtB2e7zb3WjO6AH0629BgxzpRrAhwa/o3da/o3d 2/3
3/2/2018 Florida Building Code Online
https://floddabuilding.org/pr/pr_app_dtl.aspx?paramwvGEVXQwtDgswBZVNfe8A7W2WiKtB2e7zb3WjOBAH0629BgxzpRrAhw%3d%3d 313
rNSTALLATION NOTES,
1. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR
LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT
INSTALLATION.
3. MSTAuiNOMDUALINSTALLAMNANdORSW"HIMA
TOLERANCEOF S14INCH OF THE DEPICTED LOCATION IN THE
ANCNOBLAHOUTOETAIL(LE.W PWUrCONSIOERATONOF
ZLERNCESP TOLERANCES ARE NOr NMULAnw FROM ONE
INSTALLATION ANCHOR TO THE NEAT.
4, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
BEARING SHIMM. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4
INCH. SHIM WHERE SPACE OF 1116IN04 OR GREATER OCCURS.
SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
BETTER
S. FOR INSTALLATION INTO WOOD FRAMING, USE 112 WOOD SCREWS
OF SUFFICIENT LENGTH TO ACHIEVE I In INCH MINIMUM
EMBEDMENT.
G. FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY,
OR DIRECTLY INTO CONCRETE/MASONRY, USE 114 INCH ELCO
TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 2 IA INCH MINIMUM
EMBEDMENT.
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL
FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM. BRICK
VENEER. NO SIDING-
S. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE
MAGE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION
RESISTANTCOATING. 9.
FOR GROUT FILLED BLOCK 00 NOT INSTALL INSTALLATION ANCHORS
INTO MORTAR JOINTS. EDGE DISTANCE 5 MEASURED FROM
FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELLOF
BLOCK. 10. INSTALLATION
ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,
AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
SPECIFIED BY THE ANCHOR MANUFACTURER. it.
INSTALLATION
ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES:
A. WOOD-
MINIMUM SPECIFIC GRAVITY OF 0.SS. B. CONCRETE -
MINIMUM COMPRESSIVE STRENGTH OF3000PSI. C. MASONRY.
STRENGTH CONFORMANCE TO ASTM C-90. MINIMUM COMPRESSIVE
STRENGTH OF 1S00 PSI. PLY GEM
WINDOWS BUILDER SERIES
4780 ALUMINUM SLIDING GLASS
DOOR (2-PANEL) GENERAL NOTES:
L. THE
PRODUCT SHOWN HEREIN IS DESIGNED NO MANUFACTURED TO
COMPLY WITH THE CURRENT FLORIDA BUILDING COME,
EXCLUDING HVHL AAMA WWLVDA
301/LS.1.97 2. ADEQUACY
OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,
2X AND STEEL STUD FRAMING AS A MAIN WINO
FORCE RESISTING SYSTEM CAPABLE OF WITHSTANOINO AND
TRANSFERRING APPLIED PRODUCT LOADS TO
THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3.
2X
BUCKS WHEN USED) SHALLBE DESIGNED NO ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO THE STRUCTURE BUCK DESIGN
AND INSTALLATION U THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT
OF INSTALLATION. 1. THE INSTALLATION
DETAILS DESCRIBED HEREIN ARE GENERIC NO MAY NOT
REFLECT ACTUAL CONDITIONSFOR A SPECIFIC SITE, IF SITE
CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS
DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT
SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT. S. APPROVED IMPACT
PROTECTIVE SYSTEM 15 REQUIRED TO PROTECT THIS PRODUCT
IN AREAS REQUIRING IMPACT RESISTANCE G. DOOR
FRAME
MATERIAL' ALUMINUM 6063-76 7. GLASS MEETS
THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET
1 FOR GLAZING DETAILS. S. OESIGNATONS V-
AND 'O•STAND FOR THE FOLLOWING: X: OPERABLE PANEL
O: RXEO PANEL
SLIP 96' X
96'
96' X 96'
TABLE OF CONTENTS
SHEET DESCRIPTION INSTALLATION
A 6ENE11AL
NOTESELEVATION W4_ A ANMRLAYOUTVERTICALSECTIONSHORIZONTALSECTIONS6
GLAZINGDETAILPLyWGEaMwAWN
Sr.
PO SOX SSS. NX%T MQWT,
VA NISI FI! 41404E4-634I
Flo 6/W N-"EJ 40 in m
I
ypWj
015
qq
Zm LU
mqy 7a4camg
F a 0
6
Digitally
signed
by
Hermes F Norero, P.E. Reason: I am
approving this document Date: 2015.01.
0213:02:52-05'00' DESIGN PRESSURE RATING
SILL OPTION I
DESIGN PRESSURE W/O SILL
I .25/-50 PSF RISER W/ SILL
I .
50/-50
PSF RISER MISSILE EMPACTRATING
m NOT RATED
a
e VI = N Z 6 e NOTRATED063
OF 4
E
ELEVATION
20.MAX.
O.C.C. TYP
CNERS TYPM IIIII X. •
X• r
20.
79` MAX. O.
C. TYP. ANCHOR
LAYOUT 6.
W MAX. FROM CORNERS
TYP. INSTALLATION
ANCHOR
PLY
GEM' wuruows422
H MAIN ST. ro SOX ON. IIOCCV
MOUNT. VA 24151 1M
44044Id349 f% 34GA44.N42 m
vit
7 Z
i m
F1 W
o 9
oc o< W <
mWo 4
4
Y=
NZ soN6 #:
PGW063
4EET:
2 OF 4
z ilr MIN. EDGE P LyuaDISTANCEopEM
CONCRETE/MASONRY OWS
114' ELCO TAPCON By OTHERS 433 K MAJM ST. PO SOX 539-
INSTALLATION ANCHOR 2 112• MIN.
ROM MOUNT. VA 24131
EMBEDMENT
CAULK BETWEEN Me 004444346 FV 540-464-6
CONCRETE/MASONRY 6•
IX WOOD BUCK BY OTHERS ••1/4' MAX.
SHIM SPACE
EXTERIOR FINISH %
n
BY OTHERS
1w,
PERIMETER 3/4* MIN. EDGE
BY OTHERS DISTANCE w X.
PERIM
J oiz w000 SCREW
IX WOOD BUCK INSTALLATION ANCHOR %n
O.A. DOOR
By OTHERS ad ROOFING NAIL• ZX WOOD FRAME
HEIGHT SEE GLAZING INSTALLATION ANCHOR By OTHERS
DETAIL I INTERIOR (OPTIONAL) LU
EXTERIOR
CAULK BETWEEN 11121 MIN.
FIN a 2X WOOD STUD EMBEDMENT
By OTHERS F
CAULK BEHIND .... 1/4" MAX.
FLASHING a OVER SHIM SPACE
VERTICAL SECTION NAILS By OTHERS
HEAD - CONCRETE/MASO EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK
z
C)
O.A. DOOR a
By OTHERS zZ
HEIGHT EXTERIOR INTERIOR
LO !
imiINTERIORILuEXTERIORSEEGLAZINGDETAILI
DOOR
HEIGHT
SEE GLAZING C
VERTICAL SECTION BY
OTHERS HEAD - IX WOOD FRAME c7i DETAIL
I Q PERIMETERCAULK 3,
J PERIMETER
CAULK QO4( Nj, BYOTHERS2
11r MIN. CONCRETE/
MASONRY EMBEDMENT BY
OTHERS •LL: tn
114e
ELCO TAPCON INSTALLATION
ANCHOR 4.. 1/
2' MIN. EDGE DISTANCE
w
v) VERTICAL
SECTION jj—
LL—.CONCFtETE/MASONRY DWG 3PGW063F5HEET" 3 OF 4
11/2* MIN.
EMBEDMENT
12 WOOD SCREW
INSTALLATION ANCHOR
1 7,
3/4' MIN. EDGE
DISTANCE
1/4"MAX
SHIM SPACE
ZX WOOD FRAME BY OTHERS
6dROOFING NAIL INSTALLATION
ANCHOR - OPTIONAL)
CAULK
BETWEEN FIN & ZX WOOD
STUD By DINERS EXTERIOR
FINISH BY OTHERS CAULK
BEHIND FLASHING & OVER
NAILS BY OTHERS PERIMETER
CAULK By OTHERS SEE
GLAZING DETAIL I g-\
HORIZONTAL SECTION v
JAMB - 2X WOOD FRAME HORIZONTAL
SECTION V
INTERLOCK O.
A. DOOR WIDTH
1/
4' MAX. po r Ly.y p v I SKIMSPACEWINDOWS2
1/2' MIN. 433 N. AWN ST. F0 IGX 339, ROW
MOUNT, VA 24131 EMBEDMENT
2
1/2' MIN. E06E DISTANCE
M
54GA44-6344 M 040-444-6663 40
A
CONCRETE/
MASONRY BY
OTHERS U,
1/
4' ELCO TAPCON INSTALLATION
ANCHOR flu, CAULK
BETWEEN IX WOOD SUCK 6 14CONCRETE/
MASONRY BY OTHERS EXTERIOR
FINISH BY OTHERS PERIMETER
CAULK By OTHERS SEE
GLAZING DETAIL I z O.
A. DOOR WIDTH
Z rF-
I\ HORIZONTAL SECTION V
JAMB - MASONRY/CONCRETE LLJ %
n TED
GLASS EXTERIOR
INTERIOR
aa.
LL:
75'
GLASS BITE
n.
NOTE.
GLAZING
DETAIL 1 GLASS THICKNESS AND TYPE cl
nS
I i X S Z nDWG
4411. SHALLCOMPLYWITHASTME1300REQUIREMENT
GLASS CHARTS. PGW063 SHEET:
4 OF 4 N
3/2/2018 Florida Building Code Online
Professional Regulation
r r a
BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Unks I Search I
a
4-0,4Product ApprovaldbprUSER: Public User
Product Aooroval Menu > Product or Annlirdtlon Search > ARRIlcation Ust > Application Detail
P OFFICE OF FL # FL12194-R7
SECFTTARY
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Aluminum Coils, Inc.
Address/Phone/Email 5001 West Knox Street
Tampa, FL 33634
813)249-9743
grahman@aluminumcoilsinc.com
Authorized Signature Gareth Rahman
grahman@aluminumcoilsinc.com
Technical Representative Paul Frost
Address/Phone/Email 5001 West Knox Street
Tampa, FL 33634
813)249-9742
PFrost@aiuminumcoilsinc.com
Quality Assurance Representative
Address/Phone/Email
Category Panel Walls
Subcategory Soffits
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Zachary R. Priest
Evaluation Report
Florida License PE-74021
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 06/19/2020
Validated By Locke Bowden
t Validation Checklist - Hardcopy Received
Certificate of Independence FL32194_R7_COI_ALC15001.4 2017 FBC Evaluation Report4 T4 Soffits
Fina p-9
Referenced Standard and Year (of Standard) Standard Year
AAMA 1402 2009
Equivalence of Product Standards
Certified By
Sections from the Code
https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALFtXsIGNSmoVVEg2vbvM%2fTw%3d%3d 112
3/2/2018 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 12/15/2017
Date Validated 12/15/2017
Date Pending FBC Approval 12/20/2017
Date Approved 02/23/2018
Summary of Products
FL # Model, Number or Name Description
12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +80/-90
Other: See Evaluation Report for limits of use.
Installation Instructions
FL12194_U_U_AI ct 5001 4 2017 FBC Evaluation Report Og
T4 Soffits Final, ff
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL12194_IjLA AI C15001.4 2017 FBC Evaluation D'D t 04
T4 Soffits Final.pdj
Created by Independent Third Party: Yes
Back Neat
Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487-1824
The State of Florida Is an WEED employer. Convnaht 2007-2013 State of Florida.:: EdyW Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have
one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S.,
please dick here .
Product Approval Accepts:
o RWk
Credit Card
Safe
https:lfoddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALFtXsIGNSmoVVEg2vbvM%2fTwe/a3da/o3d 2/2
5C FFI r—
Certificate of Authorization No. 29824
REEK 17520 Edinburgh Dr
Tampa, FL33647
TECHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE r EDITION (2014)
Manufacturer. ALUMINUM COILS, INC. Issued August 27, 2015
5001 West Knox Street
Tampa, FL 33634
813)249-9743
www.aluminumooilsinc.com
Manufacturing: Tampa, FL
Quality Assurance: PRI Construction Materials Technologies (QUA9110)
SCOPE
Category. Panel Walls
Subcategoiy: Soffits
Code Sections: 1404.5.1,1710.9.4
Properties: Wind Resistance
REFERENCES
Entity Report No. Standard Year
Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986
Certified Testing laboratories (TSTISM CTLA 2076W AAMA 1402 1986
PRI Construction Materials Technologies (TST5878) ACDC-003-02-01 AAMA 1402 1986
PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986
LIMITAMONS
1. This report is riot for use in the HVHZ
2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4.
3. Soffits shall be labeled in accordance with FBC Section 1710.92 and 1710.9..
4. Installation of the evaluated products shall comply with this report, the FBC• and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and FBC compliant Installation detail shag prevail.
5. Installations shag meet; the minimum ventilation requirements of FBC section 12032.
6. Feld fastener withdrawal may be required by the AHJ for confirmation of existing sbbsb•ates. All data shall
be, reviewed by a quaii8ed design professional to ensure the fastener withdrawal meets of exceeds the
minimum load resistance for the project requirements.
7. All products fisted in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
PRODUCT DESCRIPTIONS '
Wit" F-Channel Preformed nominal 0.0164nch thick, 3105 H-14 aluminum F-channel. See Appendix D for
dimension drawings.
318" J-Channel Preformed nominal 0.0164nch thick, 3105 H-14 aluminum J-chanhel. See Appendix D for
dimension drawings.
Fascia Preformed nominal 0.0194nch thick, 3105 H-14 aluminum fascia. See Appendix D for
dimension drawings.
ALCI5001 FL12194-R3 Page 1 of 3
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturerer shall notify CREEKTechnicalServices, LLC of any product changes or grimily assurance changes throughout the duration for which this report Is valid.
This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
REE K
ALUMINUM COILS, INC
Soffits
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
161104 Soffit Preformed nominal 0.01354nch thick, 3105 H-14 aluminum soffit panels provided in 16-
inch sections. The reported net free ventilation areas are 22.3 in2Ain.ft for the 'full vent
configuration and 11.1 lr?Ain.ft and for the 'center vent configuration. See Appendix D for
dimension drawings.
rnnEft VFfif 7 am_ WWFL
12" T4 Soffd Preformed nominal 0.01354nch thick, 3105 H=14 aluminum soffit Panels provided in 12-
inch sections. The reported net free ventilation areas are 12.5 In2Ain.ft for the 'full vent'
configuration and 4;2 h2lfin.ft for the 'center Vent' configuration. See Appendix D for
dimension drawings.
ALC15091 FL12194-R3 Page 2 of 3
This evaluation report is provided for State -of Florida product approval under Rule 61G20-3 The manufaohuer shall notify CREEKTechnicalServices, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does.not express ndr Imply warranty, Installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
The products evaluated herein by Zachary R. Priest. RE have demonstrated compliance with the Florida BuildingCode51hEdition (2014) as evidenced in the referenced documents submitted by the named manufacturer.
Ilr,,,,,,,
2015.08.27PRYR. pR .,
G • .......... E N FS •— _..
No 74021
OP iV R,IYr
04001
9 STATE OF .
OAF •4 O R p P Zachary R Priest, RE
0 S Florida Registration No. 74021
S O q Organization No. ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor veil it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by arty company manufacturing or distributing products under
this evaluation.
Zachary R Priest, P.E. does not have, nor will acquire, a finappal interest in any company manufacturing or distributing products
under this evaluation.
Zachary R Priest, P.E. does not have, nor will acquire, a financial Interest in any other entity involved in the approval process of the
product
1) APPENDIX A— Approved Systems (7 pages)
2) APPENDIX B — Installation Drawings (12 pages)
3) APPENDIX C — Design Wind Loads(4 pages)
4) APPENDIX D — Dimension Drawings (4 pages)
ALC15001 10 3of3
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manutacarrer snau nuury %lr%- Technical Services, LLC.of any product changes or quality assurance Changes throughout the duration for which this report Is valid. This evaluation report does ndt express nor imply warranty, Installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
APPROVED SYSTEMS
ALUMINUM COILS, INC
Soffits
Appendix A
The following notes shall be observed when using the assembly tables below.
1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4.
2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below.
3. Refer to INSTALLATION section of this report fbr installation detail when• the Information Is not explicitly stated for the selected assembly.
4. The on -center (o.c.) spacing given Is the maximum allowable attachment spacing for the rated system.
S. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others
In accordance with FBC requirements to meet the minimum design requirements for the project.
6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others In accordance with
FBC requirements to meet the minimum design requirements for the project.
7. Typical fastening details areas follows:
a. 12" T4 Soffit— 124ncho.c. Fastener
Fastener Lo
tion Lotlon b. 12"
T4 Soffit — 4-inch o.c. Fastener Fastener
Fastener Fastener Lo lion
Location 1 LacQtion
1
Lo
tl'
on c. 16"
Q4 Soffit —16-Inch o.c. Fastener Fastener
Lo T
on
Lac
I tlon
ALC16001
FL12194-
R3 Page 1 of 7 This evaluation
report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK'Technlcal Services, LLC of any product changes or quality assurance
changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty,. Installation, recommended use, or other product attributes
that ere not spedifically addressed herein.
CREEK .
TECHNICAL SERVICES, LLC
d. 16° Q4 Soffit — 84nch o.o.
Fastener Fastener Fastener
Locs tlon Lac$tlon LoIllon
ALUMINUM COILS, INC
Soffits
Approved Sstem•Numbers-and Definitions Approved
Syetemsfdr 12-Inch Overhang with F- hannel 12J
Approved Syetems for 124nch Overhang with J-Channel Approved
9yetems for 164nch Overhang with F-Channel 8J
Approved yatems for 164nch Overhang with J-Channel 4
Approved Sstems for 244nch Overhang with F-Channel Approved S
tems for 24-Inch Overhang with J-Channel' Appendix A
Approved Systems
for 124nch overhang with F-Channel Wall Connection
Eave Connection System Panel
MOP No. Width
Psi Substrate F-
Channel
Attachment Substrate
Panel
Attachment Fascia Cap Attachment Max.
One (
1)
min. 3/84nch head dia. nali, One (1)min. 3/8•x 3/8-Inch One (1) min. 1 3/4-Inch long x 0.072.
inch dla. x min. 3/16- 12F-1
164nch Wood min.
1.26=Inch embedment spaced Wood crown staple spaced 164nch Inch head die. trim nall 40.0
24-Inch
o.c. O.C.spaced 364nch o.c. Max. Three (
3)
min. 314-Inch x 1/44nch One (1) min 314-Inch x 1/44nch One (1) min,1 3/44nch long x O'072-Inch dia. x min. 1/4-Inch 48. 12F 2
164nch Wood crown
staples In diamond pattern Wood crown staple spaced 64nch o.c. head dia. trip nali spaced 48- 94.2 spaced 244nah
o.c, and securing each panel lop Inch o.c. Max. One (
1)14 ga. 6/84nch long T nail One (1)
min 3/44nch x 1/44nah One (1) m1n. 1 34-Inch long x 0.072-Inch dia. x min.114-Inch 46 12F-3
164nch Masonry spaced 64nch o.c. Wood crown
staple spaced 84noh o.c. and securing
each panel lap head dia. trip pall spaced 48- 64.2 Inch o.
c. ALC16001 FL121.
94-R3 Page 2 of 7 This evaluation
report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality essuranoe
changes throughout the dUratlbn for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes
that are not spebl0cally afteAeed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
SoMts
Appendix A
Approved Systems for 12-Inch overhang with J-Channel
Wall Connection Eave Connection
System Panel MDP
Substrate
F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment
No. Width Psi)
Attachment
Max.
Three (3) min. 3/4-
Inch x 1/4-Inch crown.
One (1) min. #8 x 1/24nch
long x 3/6-Inch head diameter
One min 3n h x One (1) min. 1 3/44nch long x
0.072-Inch die. x min. 1/4-Inch 48
12J-1 164nch
WOod staples In diamond
spaced 24-
screw spaced 16-Inch o.c.
Wood sta1/4-Inch crown staplenc
spaced 8-Inch o.c.. head die. trip nail spaced 48- 64.2
pattern
Inch o.c. connecting soffit to J-channel Inch o.c.
Approved Systems for 16-Inch overhang with. F-Channel
Wall Connection Eave Connection
System Panel' MDP
No. Width psf)
Substrate
F-Channel
Attachment
Substrate Panel Attachment Fascia Cap
Attachment
One (1)18 ga. 1/4-Inch crown x
One (1)tnin.1.75=Inch x
0.072-Inch diameter
16F-1 Max. Masonry One (1)14 ga. 6/8-Inch long T Hell Wood 1-inch leg staples spaced max. finishing Hall with min. 3/16- t53.3
12anah spaced max. 8-Inch o.c. 4-Inch o.o. and securing each Inch head spaced
panel lap 124nch o.c.
Three (3)18 ga.1'/Minch crown x 1-
One (1)18 ge. 1/4-Inch crown x
1-Indh leg staples spaced max.
One (1) min.'1.75-Inch x
0.072-Inch diameter
16P-2
Max
1
Max Wood Inch leg staples In diamond pattern Wood 4-Inch o.c. and securing each finishing nail with min. 3/16.
Inch head spaced
153.3
spaced 16-Inch o.o. panel lap 124nch o.c.
One (1) 3/8-inchhead die. nail, min. One (1) min 3/8-Inch x 3/8-Inch One (1) min. 1 3/4-Inch long
x 0.x min072Inchdia.
16F-3 Max
164nch•
Woad 1.25-Inch en5bedment spaced 24- Wood crown staple spaced 16-Inch 3/164ndh head die. trim nail
t25.6
Inch c.c. O.C. spaced 364noh o.c.
One (1) min. 1 3/44nch long
Max.
Three (3) min. 3/4-Inch x 1/4-inch One (1) min 3/4-inch x 1/44nch x 0.072-Inch die. x min. 1/4- 27
16F-4 164nch
Wood crown staples In dlAmond•pattem Wood crown staple spaced 84nah o.c. Inch head dia. trip nail 36.1
s aced 244nch o.c. P spaced 484nch o.c.
ALC45001 FL12194-R3 Page 3 of 7
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
Quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other
product attributes that are not spedficaly addressed herein.
CREEK
TECHNICAL SERVICES, LLC•
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for 164nch overhang with F-Channel
Wall Connection Eave Connection
System Panel MDP
No. Width sP o
Substrate
F-Channel
Attachment
Substrate Panel Attachment Fascia Cap
Attachment
One (1)18 ga. 1/44nch.crown x
One (1) min. 1.75-Inch x
0.072-I diameter
16F-5
Max
16-Inch MasoMasonry One (1)14 go. 6/8-Inch long T nail
spaced 84noh o.c.
Wood 14noh leg staples spaced 4-
Inch o.c. and securing each
fl nls
Inch head spaced
16-Inch o.c.
Three (3)18 ga.t/4-Inch crown x 1-
One (1)18 go. 1/4-Inch crown x
One (1) min. 1.75-Inch x
0.072-Inch diameter
16F-6
Max
16-Inch
Wood inch leg staples In diamond pattern Wood 1-Inch leg staples spaced 4-
Inch o.c. and securing each finishing nail with min. 3/16- t43.3
spaced 16-Inch o.c. panel lap
Inch head spaced
164nch u.c.
Approved Systems for 16-Inch overhang with J-Channel
Wall Connection Eave Connection
System Panel MDP
No. Width iPsfl
Substrate
J-Channel
Attachment
Substrate Panel Attachment Fascia Cap
Attachment
Max
Three (3) min. 3/44nch x 1/44nch One (1) min 3/4-Inch x 1/4-Inch
One (1) min. 1 3/41nch
long x 0.072-Inch dla. x 23.5
18.1-1 164nch
Wood crown staples In diamond pattern Wood crown staple spaced 8-Inch o.c. min. 1/44nch head die. trip 31.4
spaced 244nch o.c.. nail spaced 484nch ox-
ALC15001 FL12194-R3 Page 4 of 7
This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the dlrratlbn for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other
product attributes that are not specifically addtessed hdreln.
OHM
CREEK
TECHNICAL SERVICES, LLC.
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for 24-Inch overhang with F-Channel
Well Connection Center Connection Eave Connection
System Panel MOP
No. Width ps
Substrate F-Channel
Attachment
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment
One (1)1a go.1/44nch
Nominal 1x2 crown x 1-Inch leg
Three (3)'18 ga.1/4-
No.2 SYP
anchored to
staples spaced
12-Inch o.c. securing One (1)18 go.1/4-
One (1) min. 1.75-Inch x
24F-1
Max.
Wood
Inch crown x 1-Inch
leg staples in
rafter with one each panel lap
Wood Inch crown x 1-Inch
0.0724nch diameter
finishing nail with min. 801-90
124nchdiamond pattern 1) min' 226-
Inch x 7d ring One (1) min. 1.76-Inch
leg staples spaced 8-
Inch o.c.
3116-Inch head spaced
spaced 164nch o.c. shank nail
x 0.072-Inch diameter 12-Inch o.c.
244nch o.c. finishing nail with min.
3116-Inch head spaced
4-Inch o.c.
One (1)18 ga.1/4-Inch
crown x 1-Inch leg
Nominal 1x2 staples spaced
Ono (1) min.1.5- No.2SYP 12-Inch o.c. securing One (1)18 ga.1/4-
One (1) min.1.75-Inch x
24P'-2
Max Woodsmooth
Inch x 11 ga.
shank
anchored to
rafter with one
each panel lap
Wood
Inch crown x 1-Inch
0.072-Inch diameter
finishing Hall with min.
80/
124nch roofing nail spaced 1) 7d x 2.25- One (1) min.1.754nch leg staples spaced 8-
Inch c.c.
31164nch head spaced 76.6
164nch o.c. Inch ring shank x 0.072-Inch diameter 12-Inoh o.c.
nail 24-Inch o c. finishing nail with min.
31164nch head spaced
44nch o.c.
One (1)18 go.1/4-Inch
crown x 1-Inch leg
Nominal 1x2 staples spaced
No.2 SYP 124nch o.c. securing One (1)18 ga.1/4-
One (1) min. 1.75-Inch x
Max. One (1)14 ga. 5/8- anchored to each panel lap Inch crown x 1-Inch
00j 2-Inch diameter 801
24"
124nchh Masonry Inch long T nail tarter with one Wood
leg staples spaced 8- finishing nail with min. 76.6
spaced 8-Inch o.c. 1) 7d x.2.25- One (1) min. 1.75-Inch Inch o.a
311.64nch head spaced
Inch ring shank x 0.072-Inch diameter 12-Inch o.c.
nail 244nch o.c. finishing nail with min.
3116-Inch head spaced
44nch o.c.
ALC16001 FL12194-R3 Page 5 of 7
This evaluation. report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the dliretlon for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other
product attributes that are not specifically addressed herein.
SCREEKTECHNICALSERVICES, LLC•
ALUMINUM COILS, INC
Soffits
Appendix A
Aproved Systems for 24-Inch overhang with F-Channel Well
Connection Center Connection Eave Connection System
Panel MD'P No.
Width PsfJ Substrate
F-
Channel Attachment
Batten
Panel Attachment Substrate Panel Attachment Fascia Cep Attachment
One (
1)18 ga.1/44nch Nominal
1x2 oorown x 1-Inch leg Three (
3)18 go.1/4- SYP
anchored
to staples
spaced 124nch
o.c. securing One (1)18 ga.'1/4- One (1) min. 1.75-Inch x Max
Inch
crown x 1-Inch ratter with one each panel lap Inch crown x 1•-Inch 0.0724nch diameter 24F-
4 1&
Inoh Wood
leg staples In 1) min' 2.26- Wood
leg staples spaced 8- finishing nall with min. 801.60 diamond
pattern Inch x 7d ring One (
1) min. 1.754nch Inch o.c. and securing 31184nch head spaced spaced
164nch o.c. shank nall x 0 072-Inch diameter each panel lap 1 &Inch o.c. 24-
Inch o.c. finishing nail w1(b min. 3/
18-inch head spaced 44nch
o.c. One (
1)18 ga.1/44nch crown
x 1-Inch leg Nominal
1x2 staples spaced One (
1).min. 1.5- No.2 SYP 12-Inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-Inch x Max.
Inch x 11 go. anchored to each panel lap Inch crown x 1-Inch 0.0724nch diameter 24F-
6 Wood smooth shank rafter with one Wood leg staples spaced 8- finishing pall with min. 80t-60 18-
Inch roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-Inch Inch o.c. and securing 31164noh head spaced 18-
Inch o.c. Inch ring shank x 0.072-Inch diameter each panel lap 18-Inch o.c. nall
244nch o.c. finishing pall with min. 3116-
Inch head spaced 44noh
o.c. One (
1)18 ga.1/44nch crown
x 1-Inch leg Nominal
1x2 staples spaced No.
2 SYP 12-Inch o.c. securing One (1)18 ga.1/4- One (1) min,1.75-Inch x One (
1)14 ga. 6/8- anchored to each panel lap Inch -crown x 1-Inch 0.072-Inch diameter 24F-
6 Masonry Inch UgT nail rafter with one Wood leg staples spaced 8- finishing mall with min. 801-60 16M-ianch spaced,8-Inch o.c. 1) 7d x 2.25- One (1) min. 1.76-Inch Inch o.c. and securing 31164nah head spaced Inch
rinq shank x 0.072-Inch•dlameter each panel lap 16-Inch o.c. nail
24-Inch o.c. finishing nail with min. 3116-
Inch heed spaced 44nch
o.c. ALCI5001
FL12194-R3 Page 6 of 7 This
evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shell notify CREEK Technical Services, LLC of any product changes or quality
assurance changes'throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product
attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems. for 24-Inch overhang with J-Channei
Wall Connection Center Connection Eave Connection
System Panel MDP
Batten
J-Channel Batten Panel Attachment Substrate Panel Attachment Fasda Cap
Attachment
No. Width Psi)
Attachment
Nominal 1x2 No.2 SYP
scabbed between
refters with one (1) One (1)18 go.114-Inch
Nominal 1x2
min. 2.2Wnch x 7d
ring shank Hell crown x 1 Inch leg
No.2 SYP
anchored to
Three (3)18
ga.t/41nch crown
straight-netled throughp
the.rafter Into the end
stapless aced
12-alluring One (1)18 ga.''/4- One
One (1) min. 1.754nch
fi 0.072-Inch diameter
Max. rafter with one x 1-Inch leg of the batten or two (2) each panel lape
Wood
crown x 1-Inch finishing Hell with min. 160
24J-1 12-Inch 1) min. 2.25- staples In diamond min. 2.254nch x 7d One 11) min.1.761nch leg staples spaced 3/16-Inch head spaced
Inch x.7d ring pattern spaced 16- ring ehank'rialls toe- naied on either side of x 0.072-Inch diameter
6-Inch o.c. 12-Inch o.c.
shank nail
24-Inch o.c.
Inch o.c.
Via batten at each finishing nati with min.
3/18-Inch•head spaced
baaenfrafter
Intersection. Max.
44nch o.c.
rafter spacing Is
244nch o.c.
Nominal 1 x2 No.2 SYP
scabbed between
rafters with one (1)
min. 2.254nch x 7d One (1)18 ga.114-Inch
Nominal 1 x2
No.2 SYP Three 3 18 ring shank nail
strelght-nailed through
crown x 1-Inch leg
staples spaced One (1)18 ga.'/.- One (1) min. 1.75-Irfch
anchored to ge.1/4-Inch crown the rafter Into the end 12-e
ch
pa
alluring
each panel lap
Inch crown x 1-Inch x 0.072-Inch diameter
Max. rafter with one x 1-Inch leg of the batten or two (2) Wood
le staples spacedgP finishing nail with min. t53.3
24J-2 16-Inch. 1) min. 2.25- staples In diamond min. 2.264och x 7d One (1) min. 1.754nch
8-Inch o.c. and 3/16-Inch head spaced
inch x 7d ring pattern spaced 16- ring shank nails toe- x 0.072-Inch diameter securing each panel 16-Inch o.c.
shank nail Inch ox, retied
aeither
aide al batten
et each thebatfinishing nail with min lap 244nch
o.c. battenlrefter 3118-
Inch head spaced 44nch
c.c. Intersection.
Max. iafter
spacing Is 244nch
o.c. ALC15001
FL12194-R3 Page 7 of 7 This
evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Tedhnical Services, I.I.C. of any product changes or quality
assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product !
attributes that are not specifically addressed herein.
SCREEKTECHNICAL' SERVICES, LLC
ALUMINUM COILS, INC
Somts
Appendix B
INSTALLATION
Note - Refer to the APPROVED SYSTEMs section of this report for additional Installation details of d selected system and maximum design pressures limitations.
No. I Insthlihtlon DOtall
12F-1 &
12F-3
t41n. S/e- head die. nail with min. lWw
engagement(1br wood substrate) or
min. 0-0979 dia. T-nail or etub nail
with min, 5100 gngcggtsntUor concrstq
or block substrate), opaaed as noted
above.
ASCIA .SLIP BOARD
FASCIA TRIM
SOFFIT (OVERHANG WIDTH VARIES)
CHANNEL
Hood, Conte_"_
or Block W
FASCIA LIP 1 /4"
STAPLE SOFFIT TO
ASCIA BOARD #T50
8" X 3/8" STAPLE
16" O.C.
S.S.
1 3./4" TRIM NAIL
MIN. 5 NAILS PER 12" PIECE.
ALCI6001 FL12194-R3 Pagel of12
This evaluation report to provided for State of Florlds product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical SeMces, LLC of any product changes or
quality assurance changes throughout the duration for which this report Is valid. This•evaluablon report does not express nor Imply warranty, Installation, recommended use, or other
product attributes that ate not specifically addressed herein.
SCREEKTECHNICALSERVICES, LLC
12F-2
No. I Installation Detall
3/4" X 1 /4" \
CROWN STAPLES,
USING A DIAMOND
PATTERN I
F- CHANNEL CAN BE
INSTALLED WON THE
NAILING FLANGE UP OR
DOWN
WOOD
SUBSTRATE
OPEN RAFTER
FACIA BOARD
FASCIA CAP
3/4- X 1/4" CROWN
STAPLE "a" ON CENTER
1-3/.4" TRIM NAZI
PAINTED S.S. 45'
0.0.
SOFFTT—ma3c- 18-inch span
ALUMINUM COILS, INC
Soffits
Appendix B
I
a SOFFIT STAPLE
j L
DIAMOND PATTERN
ETAI
ateSTABSKrvcn / I
1-3/4--TRIM NAIL
FACIA BOARD
PAINTED S.S.
FASCIA CAP
3/.4" • X 1/4-
CROWN STAPLE
SOFFIT & FASCIA
DETAIL
ALC15001 FL12194-R3 Page 2 of 12
This evaluation report Is provided for State of Florida product approval under Rule 61 G20a The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other
product attributes that are not speblfloally addfessed herein.
SCREEKTECHNICALSERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
i OPEN RAFTER ----
olsr ,! ,
SOFFIT STAPLE
1I {
DIAMOND PATTERN
FACIA BOARD ; y'
rcriRoii
3/4- X 1/4• CROWN STAPLE •24•
ON CENTER USING A DIAMOND PATTERN FASCIA CAP
12J-1
3/4• X 1/4• CROWNLFACIA BOARD
1-3/4' TRIM NAIL
CHANNEL 1-3/4' TRIAL NAIL -
STAPLE •9' ON CENTER PAINTED S.S.
oorewed to OcECit PAINTED S.S. 4a' FASCIA CAPwithone(l) its x
1/9• x a/s• head O.C.
3 4' X 1 4•
diameter aoxew,
16• o.b. CROWN STAPLE
SOFFR—max. 17-inch span
SOFFIT
WOOD OR BLOCK SOFFIT & FASCIA
SUBSTRATE DETAIL
ALC16001 FL12194-R3 Page 3 of 12
This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other
produal attributes that are not speblfically addtessed herein.
FM CREEK0TECHNICALSERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installatibn Detail
T;- TRIM NAIL FASCIA BOARD
PAINTED S3.
FASCIA CAP
SOFFIT
P4" CROWN STAPLE
OPEN RAFTER
FASCIA BOARD
II AA SIB'r•N l
16F-1
SOFFIT & FASCIA
16F-5 DETAIL
FASCIA CAPI REFER
TO'SOFFIT i FASCIA
DETAIL
P' CHANNEL
SOFFIT, MAX. IS -
SPAN
MASONR
SUBSTRATE
ALC15001 FU2194-R3 Page 4 of 12
This'evalua0on report Is provided for State of Florida product approval under Rule 61 t320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the dbrallon for which this report Is valid. This evaluallon report does not express nor Imply warranty, installation, recommended use, or other
product attributes that are not spedIfically addressed herein.
SCREEKTECHNICALSERVICES, LLC
Sygttlm No. Installation Detail
14in. 3/e" head dia. ne4l with pin. 1)i"
ongagementlfor wood vubetrate) or
min. 0.097" dia. T-nail or stub nail
with min. 5/•e". engagementifor opncrets
or block ssipstrateJ, epabed as Mted
above..
FASCIA SLIP BOARD
FASCIA TRIM
SOFFIT (OVERHANG WIDTH VARIES)
16F-3
CHANNEL
Woofl, Concrete
or Block wall
STAPLE SOFFIT TO
FASCIA BOARD #T50
3/8" X 3/8" STAPLE
16" 0. C.
FASCIA LIP 1 /4" -
PAINTED S.S.
1 3/4" TRIM NAIL
MIN. 5 NAILS PER 12' PIECE
SOFFIT :& FASCIA DETAIL
ALUMINUM COILS, INC
Soffits
Appendix B
ALC15001 FL12194-R3 Page 5 of'12
This evaluation. report Is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other
product attributes that are not spedfically addressed herein.
SCREEKTECHNICALSERVICES, LLC
16F-4
No. I Instglllation Detail
3/4' X 1 /..4-
CROWN STAPLES
USING A DIAMOND
PATTERN I
F' CHANNEL CAN BE
INSTALLED WITH THE
NAILING FLANGE UP OR
DOWN
WOOD
SUBSTRATE-
OPEN RAFTER
FACIA BOARD
FASCIA CAP
3/4' X 1/4' cROWN
STAPLE 'B' ON CENTER
1-3/4' TRIM "All
PAINTED S.S. 4B.-
O.C.
5OFRT-'nax. 16-inch span
ALUMINUM COILS, INC
Soffits
Appendix B '
1 SOFFIT STAPLE
I ; DIAMOND. PATTERN
3/41rwrus
L
1-3/4' TRIM NAIL
FACIA BOARD
PAINTED S.S.
FASCIA CAP
3/4- X 1 /4'
CROWN STAPLE
SOFFIT & FASCIA
DETAIL
ALC15001 FL12194-R3 Page 6 of 12
This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedirreUonforwhichthisreportIsvalid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other
product attributes that are not spedfloally addressed herein.
CREEK
TECHNICAL SERvICEs, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
S tiro;) No. Installation Detail
1 i'• TRIM NAIL FASCIA BOARD
PANTED S.S.
FASCIA [AP
SOFFIT
1•4" CROWN STAPLE
OPEN RAFTER
FASCIA 80Ap0
r.i• CROWN
STAPLES SOFFIT &' FASCIA
USING A DIAM0 DETAIL
PATTERN, REFER I
16F-2 & SOFFIT STAPLE
1'6F-6 DIAMOND PATTON
DETAIL / \
FASGA UP, REFER \
TO SAIIL 1 FASCIAOETAR. 8
F• CHANNEL
I 9/B
SOFFITi MAX. il'
SPAN
W000 \ /
SUBSTRATE
SOFFIT 'STAPLE
DIAMOND PATTERN
ALC15001 FL12194-R3 Page 7 of 12
This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the. duration for which this report Is valid. This -evaluation report does not express nor imply warranty, installation, recommended use, or other
product bttrlbutes that are riot speblltcally addressed herein.
SCREEKTECHNICALSERVICES, LLC
SystBm No. I Installation OetAll
16J-1
X 1/4' CROWN STAPLE '24'
CENTER. USING •A OIAMOND PATTERN
WO00 OR BLOCK
SUBSTRATE
OPEN RAFTER
1-3/4- TRIM NAZI
PAINTED S.S. 48'
O.C.
SOFFR-max-. 16-inch span.
ALUMINUM COILS, INC
Soffits
Appendix B
MUS SOFFIT STAPLE
1 ' DIAMOND PATTERN
I
EA
FACIA BOARD ow.")
UL
FASCIA CAP
3/4- X 1/4' CROWN FACIA BOARD
STAPLE 'B' ON CENTER- 1-3/4- TRIM NAIL
PAINTED S.S.
FASCIA CAP
3/4' l( 1 /4'
CROWN STAPLE
SOFFIT'
SOFFIT & FASCIA
DETAIL
ALCI5001 FL12194-R3 Page 8 of 12
This evaluation report Is provided for State of Florida product approval under Rule. 61 G20-3. The manufacturer shell nUUfy CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other
product attributes that are not specifically addtessed herein.
FQMM
CREEK
TECHNICAL. SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Ihata3llaObh• Detall
1 i' TRW HAD. FASCIA BOARD
PAINTED SS.
rut(ROMN' FASCIA CAP
STTAPLES SOFHT
USO(G A OIAMONO
PATTENNt REFER TO
1'a' CROWN STAPLE
SOFFIT STAPLE
OWONO PATTERN
DETAIL
1;' TROT NAL FASCIA BOARD
PABITEO SS.
SOFFIT & FASCIA
DETAIL
24F-1 8 _
24F-4 1'a' CROWN STAPLE
FASCIA CAPS REFER
TO SOFFIT i FASCIA /
o DUAL e. \
XaaSYI L
3701 Daffy Antbaoche
to s SOFFRInAx.2' 11 F-CHANNEL
Rartsrs with one Id Ring Shank
Nan of Ivory RsRsr
WO00 SUBSTRATE —
SOFFIT STAPLE
DIAMOND PATTERN
ALC15OO1 FL12194-
R3 Page 9 of 12 This evaluation
report Is provided for State of Florida product approval under Rule 61G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurancechangesthroughoutthedurationforwhichthisreportIsvalld. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes
that are not spedfically addressed herein.
HCREEKTECHNICAL.SERVICES, LLC
ALUMINUM COILS, INC
soffits
Appendix B
Sydiorn No. In$tall2tion Detail
1 i' TRW NA0.,-FASCIA BOARD
PAINTED S.S.
14' SMOOTH SHANK FASCIA CAP
ROOF RAILS SOFFIT
CROWN STAPLE
1 i' TRW NAIL FASCIA BOARD
PADITEO SS,
SOFFIT b FASCIA
DETAIL
24F-2 8
24F-5 rai• CROWN STAPLE
FASCIA CAP, REFER
TO SOFFIT 1 FASCIA
o OETAL
mammal t"Ne SYP
Batton Anchored to SOFFIT, MAX.14"
F-CHANNEL Rattan with area Id
Ring Shank NaR at
ovary Rafter
WOOD SUBSTRATE
ALC15001 FL12194-R3 Page 10 of 12
This evaluation report is provided for State of Florida product approval under Rule e1G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassumnoechangesthroughoutthedbratibnforwhichthisreportIsvalid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other
product attributes that are not specifically addtessed herein.
GREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Instellattoh Detail
I V TRIM MAR FASM BOARD
PAORTEO S.S.
ILOf1 T-HAILS
FASCIA CAP
SOFFIT
I've CROWN STAPLE
I TRIM HAIL FASCIA BOARD
PAEiTEO S.S.
SOFFIT & FASCIA
DETAIL
24F-3 &
24F-6 rj- CROWN STAPLE
FASCIA CAN REFER
TO SOFFIT & FASCIA
DETAIL
Nominat 1'ar SYP
Batten Anchored to SOFFIT, MAX. 24'
F-CHANNEL Rafters with one 7d
Ring Shank NaD al
every Railer
MASONRY
ALGI5001 FL12194.R3 Page 11 of 12
This evaluation report Is provided for State of Florida product approval under Rule 01 G20-3. The manufacturer shell notify CREEK Technical Services, LLC of any product changes or
quality assuranoe changes throughout the duration for which this report Is valid. This. evaluation report does not express nor Imply warranty, Installation, recommended use, or other
product attf9butes that are not specifically addressed herein.
CREEK0TECHNICAL, SERv10ESr LLC
ALUMINUM COILS, INC
Soffits
Appendix B
Sytterp No. Instellatlon Detail
I t- TRIM NAIL FASCIA OOARO
PARfTEO S.S.
1-ai• CROWN FASCIA CAP
STAPLES SOFFn
USING A OIAMONO
PATTERNt REFER TO CANTILEVEREIi t-4- CROWN STAPLE
SOFFIT STAPLE RAFTER
OMMONO PAYTERR
DETAIL
FASCIA BOARD
SOFFIT & FASCIA
TRIM NA0. DETAIL. PAOIT60 S.S.
24J-1 & 1'e}• CROWN STAPLE
24J-2 FASCIA CAP, REFER
TO SOFFIT L FASCTA
OETA0. /
NaMlnal 1• a T 6YP battw
scabbed bahnan nNon and SOFFITI MAX 2A• I We
J-OILNNEL esoured TAB, one (t) Id ring _
shank ha0 GVZI-n0ed
through the raeertnto the and
WOOD SUBSTRATE
of the Man orbro(2)Td
dng shank nos 4oe.n90ad on
oMer side of the baltaro st the
ballardraw lntenecuon \ /
SOFFIT STAPLE
DIAMOND PATTERN
ALC15001 FLi2194-R3 Page 122 of 12
This evaluation report Is provided for Stlate of Florida product approval under Rule 01 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other
product attributes that are nAt specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
nacrrma WiNn 1 nnns
ALUMINUM COILS, INC
Soffits
Appendix C
The following tables provide design wind loads for components and cladding In accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following
provisions:
1. Wind speeds for risk category I, II, 111, and IV buildings shall be as defined in Section 1609 of the FBC.
2. Exposure B. C, and D shall be'as defined In section 1609 of the FBC.
3. Design wind loads are provided only for walls/soffits With a mean roof height less than or equal to 60-ft.
4. All calculations are based on an effective wind area of 10-fe or less.
5. Topographic factors such as escarpments or hills have been excluded from the analysis.
6. Wind dirbctionality factor, Kd = 0.85
7. V„ it is'shown In the tables below. Design pressures are multiplied by 0.6 In accordance with Section 1610.9.4 of the FBC.
8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional.
9. 'Zones 4 and 5 shall be defined as shown below. Dimension'a"•shell be 10% of the least horizontal dimension or (0.4 x Mears Roof Height), whichever Is
smaller, but not less than either 49/0 of the least horizontal dimension or 3-ft.
ALCI5001 FL12184-R3 Page 1 of 4
This evaluation report Is provided for State of Florida product approval under Rule 81G20-3. The manufacturer shall notify CREEK Technical Services; LLC of any product changes or
quality assurence•changes1hroughout the divallon for which this report Is valid. This- evaluation report does not express nor Imply warranty, Installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
0 TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix C
f:. ,; :. . •.;• •;,; :':.:.,. •'..::. •..'.Desl n Witid'Pr.sssures:for:Safftts In)Ex osure;f3'. • ;
1 i
Bullding;
Type_•,
Zone
Mean' :'
r 'Roof '180
Hel ht• ft
Basic Wlnd S 13ed' m h
1.20 . 130'.. 1.d0' ;, 1:50: 160: 170 190• 200 .
Ehclosed
4
20 16.9 9. 22.9 26.3 30.0 33.8 37.9 42.2 46.8
25 16.9 19;8 22.9 26.3 30.0 33.8 37.9 42.2 46.8
30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8
40 8.3 1.5 2 .9 8. • 32.5 36.7 2 45.9 50.8
50 19.5 22.9 26.5 30:5 34.7 39.1 43.9 48.9 54.1
60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8
Negative
Loads)
5
20 20, 4.4 28.3 2.5 37.0• 41 7 46.8 52.1 57.8
25 20:8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8
30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8
4 22.6 28.5 30. G5.3 40. 45.3 50.8 6.6 62.7
50 24.1 28.2 32.8 7.6 42.6 48.3 54.1 60.3 6.6.8
60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1
Eadosbd.
Positive
Loads)
4
5
20 10.8 127 14.7 16.9 19.2 21.7 24.3 27.1 30.0
25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0
30 10.8 12.7 14.7 1 16-9 19.2 21.7 24.3 27.1 30.0
40 11.7 13.8 16.0 18.3 20.8 1 .23.5 26.4 29.4 32.5
50 12.5 14.7 17.0 19.5 22.2 25.1 1 28.1 31..3 34.7
1 60
20
13.1
10.8
15.4
12.7
17.8
14.7
20.6
16.9
23.3
19.2
26.3
21.7
29.5
24.3
32.9
27.1
36.4
30.0
25 10,8 12.7 1 14.7 16.9 19.2 21.7 24.3 27.1 30.0
30 10:8 12.7 14.7 1 16.9 19.2 21.7 24.3 27.1 30.0
40 11.7 13.8 16.0 10.3 20.8 23.5 26.4 29.4 32.5
50 12.5 14,7 17,0 19.5 22.2 25.1 1 28.1 31.3 34.7
60 13.1 15.4 17.8 20.5 23.3 26.3 29;5 32.9 36.4
ALCI6001 FL12194-R3 Page 2 of 4
This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance dhanges throughout the dUrallon for which this report Is valid This evaluation report does not express nor Imply warranty, Installation, recommended use, or other
product sttrlbutes that are nct specifically addWssed herein.
GREEK
TwmicAL- SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix C
Desl n•W. ,,Ind BressUres f&iSoftits In Ex osureiC • -
Btilldl , `: 9
Tj!pe Zone :...•. ;
Mean:;:•
Rdof:..,..'•
Hel ht ft
Baslc'Wlnd:S• eed h
120: ;':.
t ..
13U;`. ,: 140 150 , 160'. " 170 ' .'..:' 18.0 .'.`'; 1.90: 200''' ..
Enclosed
4
20 7 5.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2
25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8
30 23.6 27.7 32.1 36-9 41.9 47.3 53.1 59.1 65.5
40 25.0 2 .4 4.1 3 .1 44.5 5 6.3 62.7 69:5
50 26.2 30. 35.7 41. 46.6 5 6 59.0 65.8 72.9
60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5
Negative
Load's)
5
20 6.7 31.4 736.4 41.8 47 5 53.7 60.2 67.0 74.3
25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6
30 29.1 34.2 39.6 45.5 51.8 58. 65.5 73.0 80.9
40 30.9 36.3 42.1 48.3 5.9 1 62.0 69.5 77.5 85.8
50 32A 38.0 44.1 50,6 57.6 65.0 72.9 81.2 89.9
60 33.6 39.4 45.7 62.5 59.7 67.4 75.5 84.2 93.2
Enclosed
4
20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5
25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3
30 15.1 1 T.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0
40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5
50 1 .8 19:7 22.9 26.3 29.9 33.7 37.8 42.1 46.7
60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4
Positive
Loads)
5
20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5
2,5 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3
30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0
40 16.0 18.8 21.8 25.1 28.5 32.2 36.1
50 16.8 19.7 22.9 26.3 2 . 33.7 37.8• jjjE]L 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2
ALC15001 FL12194-R3 Page 3 of 4
This evaluation report Is provided.for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other
product attributes that are not specilically addressed her6in.
CREEK0TECHNICALSERv cEs, LLC
ALUMINUM COILS, INC
Soffits
Appendix C
r .•.^ :.. ,• : •. •. •.:. ••...: • • .. ,:. , ';:Deal nWindtPressures'ior. Sofl9ts:In:Ex osu e D. .. .. " . .
BuIld10
Typ
Zone
Mean::
Heobt
M1 -BasfWind;S eed. mph) ... ; :.
20. 12 0 130: 140 150 7 80 190 0
Enclosed
4
20 2 0 30.5 35.4 40.6 46.2 52.2 56.5 65.2 72.2
25 27 0 31. 36. 421 47.9 54.1 60.6 67.6 74.9
30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5
40 29.4 34.5 40.0 45.9 62. 58.9 66.1 73.6 81.6
50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9
60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6
Negative
Loads)
5
20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1
25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4
30 34.5 40,4 46.9 53.8 61.3 69.2 77.5 86.4 95.7
40 36.2 42.5 49.3 56.6 64A 72.7 81.5 90.9 100.7
50 37.7 44.3 51..4 56.9 67.1 75.7 84.9 94.6 104.8
60 39.9 45.7 53.0 60.8• 69,2 78•.1 87.6 97.6 108.1
Enclosed
4
20 16.7 19.5 22.7 26.0 29.6 3.4 37,5 41.7 46.3
25 17.3 20.3 215 27.0 30.7 34.7 38.9 43.3 • 48.0
30 17.9 21.0 24.3 27.9 8 5.9 40.2 44,8 49.7
40 18.8 22A 25.6 29A 33.4 37.8 42.3 47.2 52.2
50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4
60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56A
Loads), Loaadsds)).,
5
0 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3
25 17.3 2043 23.5 27.0 30.7 34.7 38.9 413 48.0
30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7
40 18.8 22.1 25.6 29.4 33.4 37.8 413 47.2 82.2
50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4
60 20.2 23.7 27.5 31.6- 35.9 40.5 45.4 50.6 56.1
ALGI5001 FL12194-R3 Page 4 of 4
This evaluation report Is provided for State of Mod& product approval under Rule 61G20-3. The manufacturer shag notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duratlon for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other
product attributes that are not spe8ftically addressed herein.
ECREEKTECHNICALSERVICES, LLC
318" F-Channel
3/8"
3/8"'J-Channel
I-- 3/4" —
1/8" HEM
1 5/e"
T7
3/4"
H 1
318,
110METRIC VIEW
3/E- PROFILE
1saMETarc vIEW
3/1- PROFai
ALUMINUM COILS, INC
Soffits
Appendix 0
ALCI5001 FL12194-R3 Page 1 of 4
This evaluation report Is provided for State df Florida product approval under Rule 81620-3. The manufacturer shell notify CREEK Technical Services, LLC of any product changes or
quality assurance ohonges'throughout the, dbratlon for whioh this report Is valid. This evaluation report does not express nor Imply warranty, Installation, reoommended use, or other
product attributes that are not specifically addressed herein.
ECREEKTECHNICALSERVICES, LLC
Fascia
5 3/4"
7/81,
1/8" HEM
6"FASCIA
i" BLANK
1/4"
ISOMETRIC VIEW
ALUMINUM COILS, INC
Soffits
Appendix D
ALC15001 FL12194-R3 Page 2 of 4
This evaluation report Is providbd for State of Florida product approvbl under Rule 81620-3. The mandfacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance ohangee'thrdughout the dlrra0on for whioh this report Is valid This evaluation report does not express nor Imply warranty, Installation, recommended use, or other
product 8ttrlbutes that are not spedfically addeessed herein.
ECREEKTECHNICALSERVICES, LLC
16" Q4 Soffit
A,e BIANK
3 ,/ 9 PROnLE
2925 REF.
50 TrP.
ndaaoo
oaaa
ooa.00a
aaoo
oaaaaa
n
Qaaaa
rnnr wwrr a rnuu_ lrsn scy rt
1011VER4 fORNED W SN1E OINF.QRON AS RI&9J
ALUMINUM COILS, INC
Soffits
Appendix D
ALCI5001 FL12194-R3 Page 3 of 4
This evaluation repoFt Is provided for Stele of Florida product approval under We 61G20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report Is valid. Thl§ eyaluatlon report does not express nor JImply warranty, Installation, recommended use, or other
product attributes that are not spedfically addressed herein.
ECREEKTECHNICALSERviCEs, LLC
12" T4 Soffit
ALUMINUM COILS, INC
Soffits
Appendix D
3 1/8" 7/8' 3 1/8' 7/8" 3 1/8"
5/16"
1/2" 1/2" 1/2" 1/2" 1/2"
M T'P.
0.125 TP.
SIT' BLANK
318" PROFILE
2.625 W.
1 ' 1
aaaa
aasaaa
aaaaa
Y
00000-a
aaaaa
rner ,t mm pAnm I KI-scur1
LMTM FORMED O1 SAME DMMON AS I=)
ENO OF REPORT
ALC15001 FL12194-R3 Page 4 of 4
This evaluation report Is provided for State of Florida product apprdval under Rule 61 G20-3. The manufacturer shell notify CREEK Technical Services, LLC of any product changes or
quality aiseurance changes throughout the: duration for which this report Is valid. ThN evaluation report does not express nor imply warranty, Installation, recommended use, or other
product attributes that are not spedlically eddr6beed herein.
3/2/2018 Florida Building Code Online
Professional 1
r m r
BCIS Home I Login I User Registration I Hot Topics I Submit Surcharge I Stats R Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I
b
a
Y ProdudApproval
IUSER: Public User
Product Approval Menu > Product or Aonlicatlon Search > Application List
Search Criteria
Code Version 2017 FL* 5444
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use In HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
BA ,
W
IYJ?s
w
vManufacturer Validated By, Status
FL5444-R12 Revision CertainTeed Corporation -Roofing John W. Knezevich, PE Approved
History Category: Roofing 954) 772-6224
Subcategory: Asphalt Shingles
FL5444-R13 Revision CertainTeed Corporation -Roofing John W. Knezevich, PE Pending FBC Approval
Category: Roofing 954) 772-6224
Subcategory: Asphalt Shingles
ripprwcu oY Vorn. -pp--ur
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Coovrleht 2007-2013 State of Florida.:: EdyAj; Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mall to this entity. instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have
one. The emaits provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.,
please dick ere .
Product Approval Accepts:
99
Credit Card
Safe
https:/Ifloridabuilding.org/pr/pr app_lst.aspx
1/1
Job Ad
Parcel 1D:
Type of Work: New Add
Description of Work:
Plan Review Contact Person:
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 1 ( - "j-J 7
Documented Construction Value: $ 514a 3
I Ik-AA "21 n f CXl n Historic District: Yes No J
ResidentiaLq Commercial
Alteration Repair Demo Change of Use Move
Phone: Fax: Email:
Property Owner Information
Title:
Name Mf IS Phone: )
Street: bn \,Iine Q _Pd_ - Resident of property?
City, State Zip: (7,n&,
T.
Contractor Information
Name Q C-`Y I L l Q Phone: '4b) —
Street: Bala • Fax: iqD7- (0LP7- R qC; r
City, State Zip: ( r Q ,/ ,3a 7 State License No.:
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 OFCOMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code
Revised: June 30, 2015
Permit Application
NOTICE: In addition to the requirements of this pernut, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other govemmental entities such as watermanagementdistricts, state agencies, or federal agencies.
Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ]CC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Sgnatur ntraetor/Ag Date
riot ontractor/Agent's Nome *
J)g
Signature of Notary -Stale of Floridd Date
1 sr u4 PAMELASTERNUS
Commission 0 GG 110622
EttplresAugust 7,2021 Off
t'Jot10W1AVay0a lrNNryCmkea 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 Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes D No # of Heads Fire Alarm Permit: Yes No APPROVALS:
ZONING: UTILITIES: WASTE WATER: ENGINEERING:
COMMENTS:
FIRE:
BUILDING: Revised:
June 30, 2015 Pcm)
it Application
CITY OF SANFORD
or BUILDING & FIRE PREVENTION
PERMIT APPLICATION
15ApplicationNo: 4-7C. 111Lee1) S I r)' n Documented Construction Value: $ 6, 00
Job Address:,3W2 Chawl rl Historic District: Yes No,03
Parcel ID: Residenti Commercial
Type of Work: New Addition Alteration Repair Demo Change o se
I
Move
Description of Wo1 k: Plumbing New Residential Construction •-\ A 1
Plan Review Contact Person: Khrissy or Jamie Ti 'cal
Phone: 407-323-7515 Fax: 407-323-8954 Email: info api-orlando.com
Property Owner Information
Name "'1 Phone:
Street: I Resident of property?:
City, State Zip:
Contractor Information
Name Advantage Plumbing, Inc. Phone: 407-323-7515
Street: PO Box 1117
Fax: 407-323-8954
City, State Zip: Sanford, FL 32772 State License No.: CF-CO57881
ArchitectlEngineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for elecMcal work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: S" Edition (2014) Florida Building Code
Revised: Jum 30, 201 S Pit Appli;afia
NOTICE: In addition to the requirements of this Permit, these may be additional restrictions applicable to thie properly that may befmmdinthepublicrecordsofthiscounty, and tbere may be additional permits required from otber 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 rogairements of Florida Uen Law, FS 713.
The City of Saaford requite payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requited
in order In calculate a plan review cbarge and will be considered the esdffu tad construction value of the job at the time of submittal.
The actual eonatntction value will be figured based on the c urent ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculi tad charges figured off the executed coarser exceed the actual con*uction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFmAVIT: I certify that all of the foregoing information is accurate and that all work will
be done In compliance with all applicable laws regulating construction and zoning.
Si®uiureofownum ew p=
POW Oaaer/ArWe Name
Siaaatm of NotasyState of Florida Date
Owner/Agent is Personally Known to Me
or Produced ID Type of ID
2_
SiV moeofCoamrctor/Accnt Y. -
A. Thom= Smith
Print or/ASeaa's Name _
41
igm R o , ohyStara of rests ,
R AI sSmM
NOTARY PUBLIC
g STATE OF FIARIDA
COM.Mv OG136M
F.rpims 81211=1
ConWjMdAgent 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: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Mures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm permit: Yes No
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
COI EMW.NTS:
Revised: Tome 30, 201 S
ftmlt Applioatioa