HomeMy WebLinkAbout2322 Blue Grouse Ln 18-1090; NEW SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100002
BUILDING APPLICATION #: 18-1000021V
DATE: March 09, 2018
BUILDING PERMIT NUMBER: 18-10000217
UNIT ADDRESS: BLUE GROUSE LANE 2322 LOT 53 17-20-31-502-0000-0530
TRAFFIC ZONE:022 JURISDICTION: V-7
SEC: TWP: RNG: SUE: PARCEL: J
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: STARLIGHT HOMES
ADDRESS: 1.064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 2322 BLUE GROUSE LANE / LOT 53 / WYNDHAM
PRESERVE / SFR
1-1 ------
FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Single FamilyHousing 705.00 1.000 dwl unit 705.00
ROADS -COLLECTORS Nl,
Single Family Housing .00 1.000 dwl unit
FIRE ESCUE N/A 00
00
LIBRARY
CO -WIDE ORD Sin&
i FamilyHous54.00 SCHOOLS
1.
000 dwl unit 54.00 COwnYDE
ORD Single
Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS
N/A 00
LAW
ENFORCE 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 PE I IT. PERSONS
ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO
APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST
BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS
OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE
OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST
MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE, COPIES
OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM
THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD
FL, 32771; 407-665-7356. PAYMENT
SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING
DEPARTMENT 1101
EAST FIRST STREET SANFORD,
FL 32771 PAYMENT
SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE
COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT, THIS
STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED
WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
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
inanagerrient 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 thue 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 flime of sulmnittal.
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 coustr" ion and zoning.
Signatute of Owner/Agent Date Signature 6 Contractor/Agent Date
Print Owner"Agent's Name
signature of'Notan-State of Honda Date
Owner/Agern is __ personally Known to Me or
Produced ID __ Type of ID
Print ContraQior/Agem's Name
Signature of Notes -Stateta, te o 1'F I o r i da gate
Shayne IV12t`0
KRY A NOTARY PUBLIC
ST,6,TE OF FLORIDA
Conlin# GG 113111
Expires2112021
Contrac' 6 gent is - ersonally Known to Moor
Produced ID Type of ILA
BELOW IS FOR OFFICE USE ONLY
1PermitsRequired: Building o Electrical Mechanical Z Plumbing6 Gas[:] RoofFL-i
Construction Type: Occupancy Use: Flood Zone: -`J;E117
z -, 4mc
Total Sq Ft of Bldg:_17-1 Min. Occupancy Load: # of Stories: — ---
New Construction: Electric - # of Amps_— Plumbing - # of Fixtures l
Fire Sprinkler Permit: YesF] No 9 of Ileads
A 7, t1 "P, liTIL FFIES: APPROVALS: ZONING:
1\l 3 AENG11I-
H-
ERING: V` (- ', FIRE:
COMMENTS: — plc to construct single family home
with setbacks and impervious area
shown on plan. L4,W 0/,
Fire Alarm Permit: Yes [] No a
WASTE WATER:
nBt)'lt,DJNG: 4r-- 3. . iE
12evised: here 30,2015 Permit Npplication
CITY OF SANFORD
BUILDING & FIRE PREVENTI1 ;aON
PERMIT APPLICATION
Application No:
0DocumentedConstructionValue: S
Job Address: Z)N jb\±LS_ C77 v Historic District: YesEl No N
Parcel ID: 17-20-31-502-0000- 05-66 Wyndham Preserve Lot Residential 2 Commercial
Tv pe of Work, New 10 Addition 1:1 Alteration Repair 0 Demo El Change of Use El Move El
Description of Work: Construct New SFR
Plan Review Contact Person: _.hayne Mangel..... Title® Permit Coordinator
Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com
Property Owner Information
Name Starlight Homes Florida, LLC Phone: 407-708-0161
Resident of property! : No
City, State Zip: Roswell, GA 30076
Contractor Information
Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700
Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700
City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347
Arch itect/Eng ineer Information
Name: Mulhern & Kul e Phone:. 215-646-8001
Street: 20 South Maple Street, Suite 150 Fax:
City, St, Zip: Ambler, PA - E-mail: si mulhernkulp.com
I — —
Bonding Company: NA Mortgage Lender: NA
Address- Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TN'ICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AIND 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 worh, plumbing, signs, wells, pools,
furnaces, boilers, beaters, 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
1RevisediJune30, 2015 3 k' Permit Application
4
THIS INSTRUMCNT PREPARED BY: Air--i
Name. Sm"aht Homes Florida, LLO
Address- JPQA- reenWo BW jo: Et. 12:4: Cil"AHT 116LOYr cEIIIHOLE COUHTY
Cl ERK OF CIFXL)11* COURT & COMPTROLLER
Vi ?Q86 I's 15?8
CLERK' ' 201817125034- NOTICE OF COMMENCEMENT RECORDbv03/0A"/2i-.IJ,8 03a05:381, Pill
RJ'CORDING H.'Ec) $10.00
State of Florida RECORDED BY hdevore
County of Seminole
Permit Number: Parcel ID Number: 17-20-31-502-0000- 0530
The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following Information Is provided In this Notice of Commencement.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
Ad
GENERAL DESCRIPTION OF IMPROVEMENT:
Construct New SFR
OWNER INFORMATION.
Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076
Fee Simple Title Holder (if other than owner) Name, NA
Address:
CONTRACTOR:
Name..
Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(l)(b), Florida Statutes.
Name: NA
Address:
In addition to himself, Owner Designates NA of
To receive a copy of the Llenor's Notice as Provided in
Section 713. 1 3(1)(b), Florida Statutes,
different date Is specified)
re
e nowledger and belief,
A wnae$ Signature Owner's Printed Name
the -notice of commencement end no one also maybe permitted to sign In his or her mead.
State If _ _.. County of
The for0goinq Instrument wacknowiedged before me this day of 7
Who byI spersonally known to mo Namaofperson
makingstatement OR
who has produced Identification El type of Identification produced, Shayne
Mengel (ErfllIT) ror` tl I N fl1 T71 NOTARY PUBLIC
C L f,, I I K111 STATE OF
FLORIDAV D C ytrllfll Wy Signature
CQMM# GG113111VichtSPExplres
6/21/2021 BY
I 1
91 ' I 0a M-6W11W"MWWI
Application
No: I V )09CD Documented
Construction Value: $ —I 11-04- _5 1 0 Job
Address: Z -b 2% (l Y-6 Historic District: Yes 0 No Parcel
ID: 17-20-31-502-0000- 65-60 Wyndham Preserve Lot Residential 2 CommercialEl Type
of Work: New 10 Addition 1:1 Alteration 1:1 Repair El DemoEJ Change of UseEl MoveEl Plan
Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone:
407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property
Owner Information Name
Starlight Homes Florida, LLC Phone: 407-708-0161 Street:
1405 Old Alabama Road, Suite 200 Resident of property? e No City,
State Zip: Roswell, GA 30076 Contractor
Information Name
Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street:
1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City,
State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Arch
itect/Engineer Information Name:
Mulhem & Kul oj Phone:. 215-646-8001 Street:
20 South Maple Street, Suite 150 Fax: City,
St, Zip: Ambler, PA - E-mail: sives@mulhernkulp.com Bonding
Company: NA Mortgage Lender: - NA Address:
Address: WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YO PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED
AND POSTED ON THE JOB SITE BEFORE TRE FIRST INSPECTION. IF YOU INTEND TO OBTA FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT.
I 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
1053 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 lawns regulating constru ion and zoning. last "i"g'
Contractor/Agentg DateSignatureof0,,vner/Agent Date Signature oJContractor/Agent
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
Print Contractor/Agent's Name
S i gn.*tur.e =.f Nota -State o Florida Date
Y A
Shayne Mangel
NOTARY PUBLIC
STATE OF FLORIDA
G1 13111Comm# G
21120211Expire,, I
Contractor/gent is V Personally Known to Me or
Produced ID _ Type of U.)
BELOW IS FOR OFFICE USE ONLY
Permits Required: BuildingEl Electrical [I MechanicaIF] PlumbingE] Gas E] Roof E]
Construction Type: Occupancy Use: 151mrawim
Total Sq Ft of Bldg: - Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps - Plumbing - # of Fixtures
Fire-Sprinkler-Permit: Permit: -Yes[-No [:]#ofHeads----- - ---Fire Alarm- Permit: YesE] Noo
LAPPROVALS: ZONING: UTILITIES: 4-3-1.711F WASTE WATER:
ENGINEERING: FIRE: BUILDING:
COMMENTS:
Revised: June 30, 2015, Permit Application
City of Sanford
Planning and Development Services
Floodplain ManagementEngineering
liq 111 n 11 q 11pabffiwtffilfl=,IMMZI;111111'
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 Know, whars below,
size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dbr
1. Project Location/Address:
2. Proposed Activity: X Driveway OX Walkway 0 Other:
3- Schedule of Work: Start Date Completion Date
4, Brief Description of Work: Construction Of New SFR
1:1 Emergency Repairs
This application is submitted by:
Property aNTr
Signature: 72 Print Name:
Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746
Phone: (407) 708-0161 Fax: 407-647-0700 Email: Shayzie.mangel@stadighthomes.com Date: a
Maintenance Responsibilitieslindemnification
The Requester, 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. Requester may, with written City authorization,
remove said installation/improvement fully restoring the right-of-way to its previous condition, In the event that any future construction of roadways,
utilities, -torrnwater 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 Requester 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 Requester's expense and, if necessary, file a lien on the
Requester's property to recover costs of restoration
To the fullest extent permitted by law, Requester 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 req04m understand the above statement and by signing this application I agree to its terms.
Signature: Date:
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.
Pre -pour Inspection by: Date:
Application No:
Reviewed:
Public Works
Utilities
Approved:
Engineering
Site Inspected by:
Special Permit Conditions:
Official Use Only
Fee:
Date:
Date:
Date:
Date:
N-eMusl 4V 1 D ROW Use Dfiveway,pcif
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
I hereby name and appoint: Amy Lacey,_Pavil Lacey, rnanca Smylle
an agent of. Starlight Homes Florida, LLC
Name ofComparty)
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):
The specific permit and application for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: Robert Willets
State License Number: CGC1522347
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF Seminole
The fio egoing instrument was acknowledged before me thisg 15-day oil'
200 ' I _, by Robert Willets who is L,3'oersonally known
to me or o who has Fldl-lced as
identification and who did (did not) take an oath.
Signature
rre Mange,
RY pUBLIC
3
e nameSWJEOFFLORIfAPrintort
C0njrTj# GG 113111
E)(pires 6/2112021 Notary Public - State of
Commission No.
Mly Commission Expires:_
Rev. 08,12)
ALI., RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date:
ProJect Narne: Project Address: DN
Building Pernut #:___ Electrical Permit #
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
I . This Tug;'Pre-power application is valid only for one -and tNvo-family dwellings,
2. The facility will not be occupied until a certificate of occupancy has been issued,
1 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 thejurisdiction 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 roorns 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 AIIJ). 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 maxii-nurn of 180 days from date ot'approval.
7, If provided, the fire sprinkler system must be operational with wz.acr on the system prior to prc-power.
8. TUG approval is for service and outside GFC1 outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
Robert Wfillets &dl k-
11 '0vvner,'Tcnant Print It,110—f Gen. Contractor Print Name of El. Contractor
Signa 'o wrien/T—ena'ot Signature of Gen. —Contractor- ignature of El. Contractor
C;GC1522347
Gen. Contractor License # El. Contractor License #
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
CALLED INTO: o Progress Energy ii Florida Power and Light 011/
e
Rev, 02/10,115)
BUILDING PERMIT
Min a
10
10
20
Permit 9
Ins ection DescriLt" ,n .—
FoudatioNomboard S uey
Slab
Lintel
30
30
40
50--
50 1000
60
70
Sheathing — Roof
Sheathing — Walls
Roof Dry In
Frame
Roof Final
Insulation
Drywall
70 1000
1000
Final insulation
Final Single Family Residence
Address:
Max Inspection Des, c, rjgtion
10ffMin Underground Electric
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
Min Max Description
10
Inspection
Plumbing Underground
20 Plumbing subset
10 1000 Plumbing Sewer
1000 Plumbing Final
FORM R405-ZO17
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot 53 - 1827 Uri Builder Name: Starlight Homes
Street: 2322 Blue Grouse LN Permit Office: Seminole County
City, State, Zip: Sanford , FL , 32773 Permit Number, # 0 9 0Owner:
IJurisdiction: (
IZODesignLocation: FL, Sanford County:: Se loe(Florida Climate Zone 2
1. New construction or existing New (From Plans) 9. Wall Types (1820,0 sclft.) Insulation' Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=41 160300 ft2 b.
Frame - Wood, Adjacent R=13,0 217-00 fP 3.
Number of units, if multiple family 1 c. NIA R= ft2 4.
Number of Bedrooms 4 cl. N/A R= ft2 10,
Ceiling Types (1909.0 sqft.) Insulation Area 5,
Is this a worst case? No a- Under Attic (Vented) R=30,0 1909.00 ft2 6.
Conditioned floor area above grade (ft2) 1909 b, N/A R= ft2 Conditioned
floor area below grade (it') 0 c.
N/A R= ft2 11.
Ducts R ft2 7,
Windows(161,0 sclift.) Description Area a, Sup: Attic, Ret: Main, AH: Main 6 381,8 a.
U-Factor: Dbl, U=034 120,00 ft2 SHGC:
SHGC=0.26 b,
U-Factor: Dbl, U=0,58 41.00 It' 12, Cooling systems kBtu/hr Efficiency SHGC:
SHGC=0,25 a, Central Unit 30.0 SEER:14-00 c.
LI-Factor: N/A 1`12 SHGC:
13. Heating systems kBm/hr Efficiency cl.
U-Factor: N/A ft2 a. Electric Heat Pump 30.0 HSPF:8-20 SHGC:
Area
Weighted Average Overhang Depth: 1,000 ft- Area
Weighted Average SHGC: 0.257 14. Hot water systems 8,
Floor Types (1909.0 sqft,) Insulation Area a,
Electric Cap 50 gallons EF:
0.950 a.
Slab -On -Grade Edge Insulation R=0,0 1909,00 ft-, b. Conservation features b,
NIA R= ft2 None c.
NIA R= ft2 15, Credits Pstat Glass/
Floor Area: 0.084 Total
Proposed Modified Dads: 56,36 PASS TotalBaselineLoads: 57.22 I
hereby certify that the plans and specifications covered by Review of the plans and N-nT' 0this
calculation
are in compliance with the Florida Energy specifications covered by this ,X Code. calculation
indicates compliance with the
Florida Energy Code, aEa PREPARED BY: Before construction is completed A DATE: this
building will be inspected for compliance with
Section 553.908 I hereby
certify that this building, as designed, is in compliance Florida Statutes. with the
Florida Energy Code. OWNER/AGENT:
BUILDING OFFICIAL: DATE: DATE:
Compliance requires
certification by the air handier 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 Can requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in
accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 Can for whole house. 1/17/
2018 9: 19 AM EnergyGauge®R USA - FlaRes2017 Section R405.41 Compliant Software Page 1 of 4
FORM R4,05--2017
PROJECT
Title: Lot 53 - 1827 UR Bedrooms: 4 address Type: Street Address
Building Type: User Conditioned Area: 1909 Lot # 53
Owner Name: Total Stories: 1 Block/Subdivision: Wyndham
of Units: 1 Worst Case: No PlatBook:
Builder Name: Starlight Homes Rotate Angle: 0 Street: 2322 Blue Grouse LN
Permit Office: Seminole County Cross Ventilation: No County: Seminole
Jurisdiction: 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
f Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range
FL, Sanford FL ORLANDO SANFOR 39 93 70 75 677 44 Medium
LOCK
Number Name Area Volume
1 Blockl 1909 17753,7
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
1 Main 1909 17753.7 Yes 5 4 1 Yes Yes Yes
FLOOR
Flpar Type Space Perimeter R-Value Area Tife Wood Carpet
1 Slab -On -Grade Edge Insulatio Main 171.8 ft 0 1909 ftz 0 0 1
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
j # Type Materials Area Area Color Absor, Tested Tested Insul. deg)
1 Hip Composition shingles 2135 ft' 0 ft, Medium 0.6 N 0.5 No 0 26.6
ATTIC
V/ Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1909 ftz N N
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frae Truss Type
LLL:# Under Attic (Vented) Main 30 Blown 1909 ft' 0.1 Wood
1/1712018 9:19 AM EnergyGauge@ USA - FiaRes2017 Section R405A 1 Compliant Software Page 2 of 4
FORM R405-2017
WALLS
Adjacent Width Height Sheathing Framing Solar Below
Space_.Cavity
y.pe---,- _RV, Abser__Grade%_
1 W Exterior Concrete Block - Int Insul Main 4,1 58 6 9 4 546.0 ft' 0 0 0.6 0
2 S Exterior Concrete Block - Int Insul Main 41 18 6 9 4 172.7 ft' 0 0 0,6 0
3 E Exterior Concrete Block - Int Insul Main 4.1 55 9 9 4 520.3 ft' 0 0 0.6 0
4 N Exterior Concrete Block - Int Insul Main 4.1 39 0 9 4 364.0 ft' 0 0 0.6 0
5 S Garage Frame - Wood Main 13 23 3 9 4 217.0 ft' 0 0 0.01 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 S Wood Main None 39 3 7 21 ft'
2 Wood Main None 39 2 8 7 18.7 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 I Vinyl Low-E Double Yes 0.34 0,26 N 30.0 ft' I ft 0 in 1 ft 0 in None None
2 S 2 Vinyl Low-E Double Yes 0-34 0.26 N 15.0 ft' 1 ft 0 in 3 ft 8 in None None
3 S 2 Vinyl Low-E Double Yes 0.34 0,26 N 15,0 ft' 1 It 0 in 5 It 6 in None None
4 E 3 Vinyl Low-E Double Yes 0,34 0,26 N 15,0 ft' 1 ft0in 1 ft 0 in None None
5 N 4 Vinyl Low-E Double Yes 0,58 0.25 N 41.0 It' I It 0 in 1 ft 0 in None None
6 N 4 Vinyl Low-E Double Yes 0.34 0,26 N 45,0 ft' I ft 0 in 1 ft 0 in None None
GARAGE
Floor Area Ceiling Area Exposed WaII Peefineter Avg. Wall Height Exposed Wall Insulation
1 403 ft' 403 ft' 64 ft 9.3 It 0
INFILTRATION
Scope Method SLA CFM 50 ELA EqLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000414 2071.3 113,71 213,85 302 7
HEATING SYSTEM
System Type----, Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:8.2 30 kBtulhr 1 sys#1
COOLING SYSTEM
System Type Subtype Eff ciency Capacity Air Flow SHR -Block Duct,
1 Central Unit/ split SEER: 14 30 kBtu/hr 900 cfm 0.7 1 sys#1
1/17/2018 919 AM EnergyGauge@ USA - F1aRes2017 Section R405.4,1 Compliant Software Page 3 of 4
FORM R405-2017
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric Bone Garage 0.95 50 gal 60.9 gat 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model # Collector Model Area Volume FEF
None None ftz
DUCT
Supply ---- Return ---- Air CFM 25 CFM25 7AC #
Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF beat Cool
1 Attic 6 381.8 ft Main 95.45 ft Prop_ Leak Free Main cfm 57.3 cfm 0.03 0,50 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Cootie Jan Feb [ j Mar Apr May X Jun Ju!AugX Se Oct Nov DecHeating XjJan Xj Feb [X) Mar Xl Appr May Jun JulJXJ JXJAuSep Xi Oct Novki X Dec
dentin Jan Feb [X Mar Apr May Jun Jul Aug Se Oct Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
MECHANICAL VENTILATION
Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System
Runtime Vent 62 0 0 1 - Electric Heat Pura 1 - Central Unit
1/17/2018 919 AM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4
FORM R405-2017 Duct Leakage Test Report Performance Method
Form R405 Duct Leakage Test Report
Performance Method
Project Name: Lot 116 - 1827 UR Builder Name: Starlight Homes
Street: 2645 Flicker CV Permit Office: Seminole County
City, State, Zip: Sanford , FL , 32773 Permit Number.
Design Location: FL, Sanford Jurisdiction:
Duct Test Time: Post Construction
Required Duct Leakage from (Qn,Out)
FORMR405-2017
Duct Leakage Test Results
CFM25 Duct Leakage Test Values
Line System j Outside Duct Leakage
1 System 1 CFM25(Out)
2 System 2 CFM25(Out)
3 1 System 3 CFM25(Out)
4 System 4 CFM25(Out)
5 System 5 CFM25(Out)
Tested Sum lines 1-5
Total
Divide by
1909
House Duct -- - --------
System (
Total Conditioned Floor Area)
Qn,Out)*
Tested Qn (Out) must be less than or equal to the required Qn (Out).
I certify the tested duct leakage to outside, Qn,
is less than or equal to the proposed duct
leakage Qn specified on FORM R405-2017,
PRINTED NAME: Test Rater
DATE:
1/17/2018
Duct tightness shall be verified by
testing to 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)(f),
g), or (i), Florida Statutes.
BUILDING OFFICIAL.
V
1/17/2018 9: 19 AM EnergyGauge(R) USA - FlaRes2017 - Section R405,4,1 Compliant S Page 1 of 1
FORM R405-2017 2322
Blue Grouse LN, Sanford, FL, 32773 1.
New construction or existing New (From Plans) 9. Wall Types Insulation Area 2.
Single family or multiple family Single-family a.
Concrete Block - Int Insul, Exterior R=4.1 160100 ftz b.
Frame - Wood, Adjacent R= 13.0 217,00 112 3,
Number of units, if multiple family 1 c. NIA R= ft2 4.
Number of Bedrooms 4 d, N/A R= ftz 10,
Ceiling Types Insulation Area 5.
Is this a worst case? No a.
Under Attic (Vented) R=30.0 1909.00 ft' 6-
Conditioned floor area (ft') 1909 b. N/A R= ft2 7,
Windows— Description Area c.
N/A R= ft2 a.
U-Factor: Dal, U=0,34 120.00 ftz 11,
Ducts a,
Sup: Attic, Ret: Main, AH: Main R
ft' 6
381.8 SHGC:
SHGC=0.26 b.
U-Factor: Dbl, U=0.58 41,00 112 SHGC:
SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c.
U-Factor: N/A ft2 a. Central Unit 30,0 SEER:14.00 SHGC:
d.
U-Factor: N/A ft2 SHGC:
13. Heating systems kBtu/hr Efficiency a.
Electric Heat Pump 30.0 HSPF:8,20 Area
Weighted Average Overhang Depth: 1,000 ft. Area
Weighted Average SHGC: 0-257 8.
Floor Types Insulation Area 14, Hot water systems Cap:
50 gallons a.
Slab -On -Grade Edge Insulation R=O.O 1909.00 ft, a. Electric EF:
0,95 b.
NIA R= ft2 c.
N/A R= ftZ b.
Conservation features 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 compliant features. Builder
Signature: Date: Address
of New Home (LC*ACity/FL Zip: O,
VIE S7-' A6Vxv0 Sam
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, 1/
17/2018 9:19 AM EnergyGauge(D USA - FlaRes2017 - Section R405.4,1 Compliant Software Page 1 of 1
2017 - AIR 15ARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot 53 - 1827 UR Builder Name: Starlight Homes
Street: 2322 Blue Grouse LN Permit Office: Seminole County
City, State, Zip: Sanford , FL , 32773 Permit Number:
Owner: Jurisdiction:
Design Location: FL, Sanford
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,
requirements not be used as a sealing material,
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 ceilingisoffit
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 corners 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 unconditionedaihall 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 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. Electricallphone
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 La.
I In —
addition, inspecfion_of log walls shall be in accordance with the provisions aflCC-400 1/
17/2018 9:19 AM EnergyGaugeV USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
FORM R405-2017 Envelope Leakage Test Report Performance
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Performance Method
Project Name: Lot 53 - 1827 UR Builder Name: Starlight Homes
Street: 2322 Blue Grouse LN Permit Office: Seminole County
City, State, Zip: Sanford , FL , 32773 Permit Number:
Design Locatiom FL, Sanford Jurisdiction:
Cond. Floor Area:: 1909 sq.ft_ Cond. Volume: 17754 ou ft.
Envelope Leakage Test Results Leakage Characteristics
Regression Data:
C: n: R,---
Single or Multi Point Test Data Required ACH(50) from
HOUSE PRESSURE -FLOW: ------ FORM R405-,2017:
1 Pa cim
2 Pa cfrn Tested ACH(50)
3 Pa cfm
4 Pa cfm
Tested leakage must be less than or equal to the
required ACH(50) shown on Form R405-2017 for
5 Pa cfm this building. If the tested ACH(50) is less than 3
the building must have a mechanical ventilation
6 Pa cfm system.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour
in Climate Zones 1 and 2 .., Testing shall be conducted with a blower door at a pressure of 0.2 inches 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 (i) 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.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not seated, 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; and
6. Supply and return registers, if installed at the time of the test, shall be fully open.
I hereby certify that the above envelope leakage
performance results demonstrate compliance
with Florida Energy Code requirements in
accordance with Section R402,4.1,2,
197TV
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 , (g), or (i) or an
approved third party. A written report of
the results of the test shall be signed
by the third party conducting the test
and provided to the code official.
BUILDING OFFICIAL:
DATE:
oAE Sr
p o
1/1712018 9:19 AM EnergyG@uge@ USA - FlaRes2017 - Section R405,4,1 Compliant Software Page 1 of 1
FORM R405-2017 Duct Leakage Test Report Performance Method
Form R405 Duct Leakage Test Report
Performance Method
Project Name: Lot 53 - 1827 UR Builder Name: Starlight Homes
Street: 2322 Blue Grouse LN Permit Office Seminole County
City, State, Zip: Sanford , FL, , 32773 Permit Number,
Design Location: FL, Sanford Jurisdiction:
Duct Test Time_ Post Construction
Required Duct Leakage from (Qn,Out)
FORMR405-2017
Duct Leakage Test Results
CFM25 Duct Leakage Test Values
Line System Outside Duct Leakage
1 System I CFM25(Out)
2 System 2 CFM25(Out)
3 System 3 CFM25(Out)
4 System 4 CFM25(Out)
5 System 5 CFM25(Out)
Tested Sum lines 1-5
Total
Divide by 1909
House Duct (
Total Conditioned Floor Area)
System (
Qn,Out)* Leak
Tested Qn (Out) must be less than or equal to the required Qn (Out).
I certify the tested duct leakage to outside, Qn,
is less than or equal to the proposed duct
leakage Qn specified on FORM R405-2017,
PRINTED NAME: Test Rater
DATE: 1/17/2018
Duct tightness shall be verified by
testing to 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)(f),
g), or (i), Florida Statutes.
BUILDING OFFICIAL:
1117/2018 9:19 AM EnergyGaugeV USA - FlaRes2017 - Section R405.4,1 Compliant S Page 1 of 1
Job: Starlight -Wyndham Prese...
wrightsoft' Project Summary Date: 4/18/2017
Entire House By:
Energy Air, Inc
Plan: 1827 U
5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Ernail, GRenner@energyair.com Web: www.energyair.com
No Lot 53 - 1827 UR, Starli ht Homes
2322 Blue Grouse LN, ganford, Fl 32773
Weather: Orlando ExecufiveAR FL, US
Winter Design Conditions Summer Design Conditions
Outside db 44 F Outside db 93 F
Inside db 68 F Inside db 75 F
Design TD 24 F Design TD 18 F
Daily range L
Relative humidity 50
Moisture difference 44 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 15199 Btuh Structure 14469 Btuh
Ducts 2027 Btuh Ducts 3646 Btuh
Central vent (62 cfiln) 1621 Btuh Central vent (62 cft-n) 1199 Btuh
Outside air Outside air
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 18847 Btuh Use manufacturers data y
Rate/swingg multiplierEquipment load
1.00
19314 BtuhInfiltrationsensible
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Semi -tight
Fireplaces 0 Structure 2027 Btuh
Ducts 576 Btuh
Central vent (62 cfm) 1840 Btuh
Heatin inCooh Outside air
Area (ft) 19 18 191ig Equipment latent load 4443 Btuh
Volume (ft) 17760 17760
Air changes/hour 026 0.14 Equipment Total Load (Sen+Lat) 23757 Btuh
Equiv. AVF (c1m) 77 41 Req, total capacity at 0.70 SHR 23 ton
Make Carrier Make Carrier
Trade CARRIERAIR CONDITIONING Trade CARRIERAIR CONDITIONING
Model CH14NB0300000A Cond CH14NB0300000A
AHRI ref 7835429 Coil FB4CNP030L
AHRI ref 7835429
Efficiency 82 HSPF Efficiency 11.7 EER, 14 SEER
Heating input Sensible cooling 20020 Btuh
Heating output 28600 Btuh @ 47°F Latent cooling 8580 Btuh
Temperature rise 29 F Total cooling 28600 Btuh
Actual airflow 899 cfm Actual airflow 899 Gfim
Air flow factor 0,052 cfm/Btuh Air flow factor 0,050 cfm/Btuh
Static pressure 0,50 in H2O Static pressure 0,50 in H2O
Space thermostat Load sensible heat ratio 0.81
Capacity balance point= 34 'F
Backup:
Input =5kW, Output= 17616 Btuh, 100AFUE
BoWitalic values have been manuawaverridden
Calculations approved byACCA to meet all requirements of Manual J 8th Ed,
2018-Jan-17 08.56:22
wrightsofto Right-SuiteO Universal 2017 17,0.23 RSU17013 Page 1
Specific\Wynclharn Preserve\L-ot 53 - 1827 UR,rup Calc = MJ8 Front Door faces S
For. Lot 53 - 1827 UR, Starlight Homes
2322 Blue Grouse LN, Sanford, F1 32773
Design Conditions
Outdoor design DB: 92.6°F Sensible gain: 19314 Btuh
Outdoor design WB: 75.9°F Latent gain: 4443 Btuh
Indoor design DB: 75.0°F Total gain: 23757 Btuh
Indoor RH: 50% Estimated airflow: 899 cfm
Equipmenttype: SplitASHP
Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L
Actual airflow: 899 cfm
Sensible capacity: 20104 Btuh 104% of load
Latent capacity: 6015 Btuh 135% of load
Total capacity-, 26119 Btuh 110%ofload SHRI 77%
M I 011E" 1, 1KIM
Design Conditions
Outdoor design DB: 44.2°F Heat loss-, 18847 Btuh
Indoor design DB: 68.0°F
Equipmenttype: SplitASHP
Manufacturer Carder Model: CH14NB0300000A+FB4CNP030L
Actual airflow 899 cfm
Output capacity: 28600 Btuh 152% of load
Supplemental heat required-, 0 Btuh
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 899 cfm
Output capacity: 5.2 kW 93% of load Temp. rise: 50 'F
Meets all requirements of ACCA Manual S.
Entering coil DB: 77.9°F
Entering coil WB1- 64.3°F
Entering it DB: 65.9°F
Capacity balance: 34 'F
Economic balance: -99 'F
2018-Jan-17 08 56 22
wrightsoft' Right-SuiteO Universal 2017 17.028 RSU1 7013
Page 1
Sp,,dfi,\WyndhamPreserve\L.ot53-1827UR,rup Calc=MJ8 Front Door faces S
wirkhtsoft, Duct m Summary Job: Starlight -Wyndham Prese... Syste
9 Date: 4/18/2017
Entire House By:
Energy Air, Inc
Plan: 1827 U
5401 Energy Air, Ct, Orlando, FL 32810 Phone 407-886-3729 Ernad, GRenner@eriergyair.com Web wwwenergyair corn
For: Lot 53 - 1827 UR, Starlight Homes
2322 Blue Grouse LN. Sanford, Fl 32773
Heating Cooling
External static pressure OM in H2O 0.50 in H2O
Pressure losses 022 in H2O 0,22 in H2O
Available static pressure 028 in H2O 0.28 in H2O
Supply / return available pressure 0.140 / 0.140 in H2O 0,140 / 0,140 in H2O
Lowest friction rate 0168 in/100ft 0,168 in/100ft
Actual airflow 899 cfm 899 cfm
Total effective length (TEL) 167 ft
Design Htg Cig Design Diam H x W Duct Actual Ftg.Eqv
Name 13tuh) cfm) cfm) FIR in) in) Matt Ln (ft) Ln (ft) Trunk
Bat h 632 33 20 0377 4,0 OX0 VlFx 4.3 MO
Bed2 c 1630 66 81 0349 5.0 OX0 V1Fx 5,2 75.0
Bed3 h 3624 189 121 0349 TO OX0 V1Fx 103 MO
Bed4 c 1617 76 80 0.177 6,0 Ox 0 VlFx 28.5 130.0 st2
FarrifDin/Kit c 1794 64 89 0,174 0 OX0 VlFx 35.5 125,0 sti
Fan-VDin/Kit-A c 1794 64 89 0190 U Ox 0 VlFx 22,2 125.0 sti
FanVDin/Kit-8 c 1794 64 89 0.182 U OX0 VlFx 29,0 125.0 SO
FarnVin/Kit-C c 1794 64 89 0.178 0 OX0 VlFx 32.4 125.0 sti
Foyer c 815 40 40 0376 4,0 OX0 VlFx 4.5 70,0
MBa h 905 47 31 0.175 4,O OX0 VlFx 29.8 130.0 st2
Wed h 2781 145 96 0.168 TO OX0 V1Fx 36.7 130,0 st2
MC h 552 29 20 0,177 4,0 Ox 0 VlFx 283 130,0 st2
Indy c 1075 18 53 0170 50 OX0 VlFx 293 135.0 st2
M
Trunk Design Veloc Duct
Type FIR fpm) Material
0174 653
0168 578
So/d/1'rafic values have been manually overridden
2018-Jan-I 7 08:5622
wrightSOft' Right-SuiteOUtiiversal201717.0.28RSU17013
Page 1
SpecificWyndharn Preserved of 53 -1827 UR,rup Calc = MJ8 Front Door faces S
T Grille Htg TEL Design Veloc Diam HxW Stud/Joist Duct
Name Size ( Size (in) Cfm) i9T)T(
ft) FR (fpm) in) in) Opening (in) Mat Trunk
rbl OX0 899 0 0 0 Ox 0 VIFx
wrightsoft' Right-Surte(& Universal 2017 17.0,28 RSU1 7013
4CC,K .,. Specific\Wynclharn Preserve\Lot 53 - 1827 UR.rup Calc = MJ8 Front Door faces S
2018-Jan-I 7 08,56,22
Page 2
1101IM064M I I '11MMMe_wF MI
Performed
Mfor:
Lot
53 - 1827 UR 5401 EnergyAjr, Ct 2322
Blue Grouse LN Orlando, FL 32810 Sanford,
Fl 32773 Phone:
407-886-3729 1wwwenergyaircomGRenner@energyaircomScale:
1/8" = 1'0" Page
1 Right -
Suited Universal 2017 17.
0.28 RSU1 7013 2018-
Jan-1 7 08:56:29 am
Presem\Lot 53 - 1827 UR.rup
LOT AREA CALCULATIONS
LOT 6,812 SQ.FT.
LIVING AREA= 1,909 SQLFT.
GARAGE 403 SQ.FT.
ENTRY 70 SQ.FT.
DRIVEWAY 427 SQ.FT.
PATIO 100 SQ.FT
WALKWAY 77 SQ.FT
A/C_PAD 9 SQ.FT.
IMPERVIOUS= 44.0 %
SOD 3,817 SQ.FT.
R/W 2,239 SQ,FT
APRON 106 SQ.FT.
SIDEWALK 303 SQ.FT.
uqSOD25g7 SQ.FT.
Np TEAM== 9 051 SQ.FT
DRIVEWAY = 33 SQFT. 6,
SIDEWALK = 380 SQ.FT.
SOD 4,074 SQ.FT,
DINMNSION NOTE:
Proposed building dimensions
shown hereon are of the exterior,
Building Setbacks
Setbacks: Per construction plans for
WYNDHAM PRESERVE-, City of Sanford,
Seminole County, Florida,
Front 25'
Rear 20'
Side 7.5'
Contractor and owner are a a a
setbacks, building dimensions, and layout
shown hereon prior to any construction, and
immediately advise GeoPoint Surveying, Inc. of
any deviation from information shown hereon.
Failure to do so will be at user's sole risk,
WYNDHAM PRESERVE - LOT 53, 0
ini 0
PLOT PLAN
N89 040 `5 1 IE
3.11,
LOT 28 ro
LOT 29
Alo, j,7
1 &0/4
zor 6 LOT 53
AREA= 6,812 S.F.
10.0
PATIOcs
10.5
LOT 54
LOL
PEP -Pool Equi ment LEGEND- ADUSSD -Access/Drainage/Utilities/SidewalkBusinessLB --Licensed
BFP-Backflow Preventer PRM4S'ight Distance Easement
ermanent Ref. MonumentSurveySRueart. p PCP -Permanent Control PointJISJDescriptionD 'd FP&L -Florida Power & Light
P -Plot FFE -Finish Floor Elevation
D.B. -Deed Book 9--Water Meter
O.R.-Official Records Book X -Water Valve
P.B. -Plat Book f-Fire Hydrant
Pg. -Page RCM -Reclaimed Water Meter
Elev. -Elevation RCX-Reclaimed Water Valve
Conc. -Concrete R2-Gable Box
BP -Brick Paver M-Telephone Box
SW -Sidewalk EI-Electric Box
FFE -Finished Floor Elevation 0 -Utility Pole
Cl-Curb Inlet O-Guy Pole
GTII-Grote Top Inlet O-Light Pole
P.U.E.-Public Utility Easement E— -Guy Anchor
RCP -Reinforced Core. Pipe OU--Overhead Utilities
PVC -Polyvinyl Chloride D -Storm Sewer Manhole
NCS -No Comer Set (Falls in Water) D-Sanitary Sewer Manhole
SF -Square Feet CHHo -Electric Handhole
D.U.E.--Drainage/Utility Easement COO -Clean Out
FMGD -MAG NAIL & DISK iCVX-Irrigabon Control Valve
P.K. -Parker Kolon Nail Sign
SIR -Set 1/2' Iron Rod LB7768 WX-Gate Water Valve
SPKD -Set P.K. & Disk LB7768 R-Gas MeterFIR -Found 1/2" Iron Rod LB7768 11 , -Existing Grade
FIP -Found 1/2" Iron Ply, L67768 a -Blow-off Valve
Flow DirectionFPKD -Found P.K.Nail & isk LB7768
FCM-Found 4"x4" Concrete
Drainage
1-Proposed Design Grade
Monument PRM LB7778
Note: Some items in above legffinimay
A,,B.lt/Existin Grad
not be a able5pp,,
39.0
PROPOSED
I STORY RESIDENCE
2322 BLUE GROUSE LANE
LO 1827 FIREFLY
c6
LO ELEVATION - U
GARAGE - FJGHT
FFE= 2M
5,7
to
C I
13.3 1
I -------------- ---
PROPOSED
CONC WALK
10'U7'1L1'ry
A S -E- NIJE jVT (p)
60-560,
PROPOSED 5'
KCONCSIDEWAL
CONC CURS
t
Ole to construct single family home
with setbacks and impervious area
shown on plan.
LOT 30
IV89*40'51 IE
16.89,
cl
CP
7
LOT 52
V)
AC IPA/D
S
20.0 1 10.5-
Zo
i16 .0"
uJ >_ V) Go
CN
4-
jr. 4
BLUE GROUSE LANE
50' RIGHT—OF—WAY
PRIVATE ROAD)
470.80' SS9'40'51 'W
SURVEYOR'S NOTES:
1. Current title information on the subject property had not
been furnished to GeoPoint Surveying, Inc. at the time of this
plot plan.
2. Roads, walks, and other similar items shown hereon were
taken from engineering plans and are subject to survey.
3. Elevations shown hereon are in feet and are referenced to
the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29),
4, Proposed grades & finished floor elevations shown hereon
are from the construction plan for "WYNDHAM PRESERVE",
City of Sanford Seminole County, Florida.
5. This Plot Plan is subject to matters shown on the
construction plans for "WYNDHAM PRESERVE", City of
Sanford Seminole County, Florida,
6. Proposed information shown based on proposed/
supplied plan and/or instructions per client (not field
verified)
I l , I
va, I E L 4
Jlevo4i Permitting 'ONVY)
S,T-ATE-0F
tagQ,
0 R
James D. LevifTer
rve.
LS6915
LORIDA PROFESSIONAL SUkVEYO`R & MAPPER NO.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
PCP
FLOOD ZONE:
The property shown hereon is on the Federal
Emergency Management Agency's Flood Insurance
Rate Map Panel Number 12_12,7Q—Q765H in Flood
Zone
DESCRIPTION: LOT 53, according to the plat
of "WYNDHAM PRESERVE", as recorded in
Plat Book 81, Page 93 Public records of
Seminole County, Florida
555 Winderley Place, Suite 109
Maitland, FL 32751
Phone: (321) 270-0440
Fax: (813) 248-2266
Licensed Business No. LB 7768
GeoPoint
Surveying, Inc.
Drown;JE Checked:JDL P.C.: Data Filo:,Bi-onEos1-PIo1a
Or rLot53Order No.: Date:01/20!/18 Dwg:BrssvnEast Order8t=E - a01/
ra wEDateE20/1
C F Bk- BTWM. 20 S. - RNO. 31 E. Field k: SEC. 17 TWM.20 S RNG.31 E .
PAMIUM IER rc ELECTRIC
Starlight lionies
1827
I,OAD CAI,,('t:l ATION
December 12,2017
ZONE;COMPRESSOR SIZE CONNECTEDLOAD
1 3.00 TON 5A0 KVA
2 TON
I ON
4 ]-ON
ZONF AIR I 1ANDLER BI,OWER MOTOR ONNEC'1'1-"I) LOAD
1 7,00 KVA 0.67 7.67 KVA
2 KVA
3 KVA
4 KVA
5 KVA
TOTAL, At, CONNYC YED LOAD FOR I IVAC SYSl'I:MS, 13.07 KVA
Fol'AL LOAD FOR COMPRESOR 'e100% 5A0 KVA FO
I'Al, LOAD FOR AIR I JANDLER (% 65'/. 4,99 KVA FO'
I'AF, IIVAC DEMAND LOAD 10.39 KVA IL
I'
1GII'l'ING 1909 Sq Ftd, 3VA,,Sq. Ft 5-73 KVA Qt-'
VALUE l'O FA 1, KVA 2
SMALL APPLIANCE CIRCUITS 1.50 100 KVA I
LAUNDRY CIRCUIT 1,50 1.50 KVA I
R CIRCUIT5.00 DRYER5,00 KVA 0
STACK WASHEIR.,DRYER 51.00 I
WA-1 ER HEATER (1) 4.50 4.50 KVA 0
W,-VIT ' R HEMF '-R (2) 4,50 1 DISI
IWASHE"R 1.20 1.20 KVA I DISPOSAL(
I) UO 0.80 KVA 0 DISPOSAL(
2) OM 0 RANGE
OVEN (1) 7.20 1 RANGE
OVEN (2) 12,00 1100 KVA COOK 101)
CIRCUIT 7.20 SUMMER KI
1'(.',Iil-'N/JENAIR GAS 1.50 I MICROWAVF
CIRCUFf, 150 2,50 KVA 0 JA(
J'/ZI IAI CIRCUIT 4.80 0 40 AMP
CAR CHARGER 9.60 30AMP POOL CIRCUIT
7.20 60AMP POOL CIRCUIT
14.40 0 80AMP POOL
CIRCUIT 19.20 CONNE"CI'ED
LOAD (GFNFRAL LOADS) 36,23 KVA I SI'l
0 KVA (GENERAL LOADS) 'd 100% 10.00 KVA REIMAINDER (GE'NERAL
LOADS)t40% 10.49 KVA 20A9 KVA IIVACLOADS 10,
39 KVA
GENERAL LOADS 20,49
KVA 30,88 KVA MININIUNI
SERVICE SIZE 128.
65 AMPS
Typical 16OAmp Electrical Diagram 150
Amp LMa
i n 2X}
SERAluminum Service Cable Or2''Conduit &(
3)20XHHWAL&(1)10XHHVVAL EC25O.Q4Intersystem
Bonding Bridge Power Company Secondary
Conduit & Wire 4 Bare Copper
Per NEC 250.66 B Ground Clamp Concrete
Encased Electrode
n'-
Site Information:
6904 Parke East Blvd.
Tampa, FL 33610-4115
Customer Info: Starlight Homes Project Name: WP0053 Model: 1827
Lot/Block: 53 Subdivision: Wyndham Preseve
Address:
City: Sanford State: Florida
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014ITP12007 Design Program: MiTek 20/20 8.1
Wind Code: ASCE7-10 Wind Speed: 140 rnph
Roof Load: 37,0 psf Floor, Load: N/A psf
This package includes 17 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31 .003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date
1 T13030976 A01
2 T1303-0-9-77A02
3 T13030978 A03 1/ 23 /18
4 T-1-3-0-3-09-7-9 A04 1/23/18
5 T13030980 A05 1/23/18
1/-23-/1-86T-1 3-0-309- 8 1 A0-6-
J T1 3 -62 - W W AN 1/23/18
T13030983 A08 1/23/18
9 t-130304M-- Aco 2 N, 1 8
10 301309,85- Al 0
11 1-13030986 B01 1 /23/18 12 -- -----
T1303648 --1302 13
T13030988 ' CJ 1 1/23/1 - 8 14
T-13030989 CJ3 1/23/18 15
T13030990 CJ5 EJ7
1 /
23/18 16
t13030991 1/23/18 17
T13030992 HJ7 1/23/18 The
truss drawing(s) referenced above have been prepared by MiTek USA,
Inc. under t-ny direct supervision based on the parameters provided
by Builders FirstSource - Plant City. Truss
Design Engineer's Name: Albani, Thomas My
license renewal date for the state of Florida is February 28, 2019 9
0 IMPORTANT
NOTE: The seal on these truss component designs is a certification that
the engineer named is licensed in the jurisdiction(s) identified and that the designs
comply with ANSI/TPI 1. These designs are based upon parameters shown (
e.g., loads, supports, dimensions, shapes and design codes), which were given
to MiTek. Any project specific information included is for MiTek's customers file
reference purpose only, and was not taken into account in the preparation of these
designs. MiTek has not independently verified the applicability of the design parameters
or the designs for any particular building. Before use, the building designer should
verify applicability of design parameters and properly incorporate these designs into
the overall building design per ANSI/TPI 1, Chapter 2, k
1XI/
0
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A, Mani PE, W,39380 Mile%
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Parke Fast MA, Tanipa L 3361011 Oa,
e January
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As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend th
you contact your local product supplier should you not know the product approval number for any of th
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.floridabuildino.ora. I
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 Florida A roval
Description include decimal)
1. Exterior Doors
THERMA TRU FIBER CLASSIC
Roll
Automatic
2. Windows
Single n Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL1 9715-R3
Horizontal Slider
Casement
Fixed
Awnin
Pass
cted
Mullions
Wind Breaker
Dual Action
Other
ooc2O|4
0
Category /,Subcategory Manufacturer Product Florida Approval " I
Description (includincdecimal)
m -- - -- - -- -- - - ;
3® Panel Wallsmm -
Sldln JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5
Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6
Storefronts
Curtain Walls
Wall Lauver
Glass black
Membrane
Greenhouse
E.R.S Composite
Panels
Other
4. oofi Prods ts
Asphalt Shingles _ CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12
Underlayments TAMKO E3UILQING PRQOUCT6 INC UNDERLAYMENTS
FL12328-R8
Roofing Fasteners
Nonstructural _
Metal Roofin
Wood Shakes and
Shin les
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
S stem
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives f
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
R€ ofin
E.P.S. Roof
Panels _
TRoof Vents LOMANCO. INC ALUMINUM ROOF LOUVER _
T
FL3792-RlO _
Other
June 2014
U
Category Subcategory Manufacturer Product Florida Approval #
Description (include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll up
Other
6. S_kylights
Other
7, Structural
Components
Wood Connectors
Anchors
Truss Plates
Engineered Lumber
Railin
Coolers/Freezers
Concrete Admixtures
Precast Lintels CAST-CRETE,USA, INC HIGH STRENGTH CONCRETE LINTELS FL158-R10
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Jude 2014
1/2/01 8 Florida Building Code Online
BCJS Horne Log In User Registration Not Topics Submit Surcharge Stars & Facts Publications FBC Staff BCIS Site Map Links Sear
Product Approval
USEW Public User
Fro Ug_Approval Menu , End u ct_RrjApp I i c TLo n Search > AM)ILLattgn List > Application Detail FL #
FL15036-R2 Application
Type Revision Code
Version 2017 Application
Status Approved Comments
Archived
Product
Manufacturer Therma-Tru Corporation Address/
Phone/Email 118 Industrial Drive Edgerton,
ON 43517 419)
298-1740 rickw@i-
wbldgconsultants.com Authorized
Signature Vivian Wright rickw@rwbidgconsultants.
corn Technical
Representative Address/
Phone/Email Quality
Assurance Representative Address/
Phone/Email Category
Exterior Doors Subcategory
Swinging Exterior Door Assemblies 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 Lyndon F. Schmidt, P.E. Evaluation
Report Florida
License PE-43409 Quality
Assurance Entity National Accreditation and Management Institute Quality
Assurance Contract Expiration Date 12/31/2021 Validated
By Ryan J. King, P,E. I
Validation Checklist - Hardcopy Received Certificate
of Independence Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
By Sections
from the Code tD-
flo-depe u-n cQ-p df MM
ASTM
D1929 1996 ASTM
D2843 1999 ASTM
D635 2003 ASTM
E1300 2004 ASTM
E84 2000 ASTM
G26 1995 TAS
202 1994 Florida
Licensed Professional Engineer or Architect EL1503
R2 ury b Eq r vv lgricy a an rds pdf https:/
Awww.floridabuilding.org/pr/pr_app_dti.aspx 1/3
BREW Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1. Option D
10/16/2017
10/16/2017
10/19/2017
12/12/2017
FL # I Model, Number or Name
15036.1 a. ClassicCraft Fiberglass Door
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See INST 15036.1 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
particulars.
15036,2 i b. ClassicCraft Fiberglass Door
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See INST 15036,2 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
particulars.
15036.3 c. ClassicCraft Fiberglass Door
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure. N/A
Other: See INST 15036.3 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
particulars,
15036.4 d. ClassicCraft Fiberglass Door
Limits of Use
Approved for use in HVHZ. Yes
Approved for use outside HVHZ: Yes
Impact Resistant, No
Design Pressure: N/A
Other, See INST 15036.4 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
particulars.
15036.5 1 e. ClassicCraft Fiberglass Door
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See INST 15036.5 for Design Pressure Ratings, any
6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing
Inswing (X) Configuration
Installation Instructions
ELL5936 R2_1L n fCa,LL_g_j5Q_j _Lp_J
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non -
Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration_
Installation Instructions
E
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Patty: Yes
Evaluation Reports
Created by Independent Third Patty: Yes
6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non -
Impact" Sidelites - Outswing J Inswing (OXO) Configuration
Installation Instructions
EL15Qjk_R2_II CdLInsLLSUE _jp_df Verified
By: Lyndon F. Schmidt, P.E. 43409 Created
by Independent Third Party: Yes Evaluation
Reports Created
by Independent Third Party: Yes 6'
8 "Non -Impact" Opaque Double Fiberglass Door - Outswing Inswing (
XX) Configuration Installation
Instructions EL15036
RZ_1L1dLIns 1J15_01(2Ad2df Verified By:
Lyndon F. Schmidt, P.E. 43409 Created by
Independent Third Party: Yes Evaluation Reports
EL150IE—RZ
AE W vAL1593 4 f Created by
Independent Third Party: Yes 6'8 "
Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites -
Outswing Inswing (OXXO) Configuration Installation Instructions
Verified By:
Lyndon F. Schmidt, P.E. 43409 Created by
Independent Third Patty: Yes Evaluation Reports
WO "Non -
Impact" Opaque Single Fiberglass Door - Outswing Inswing (X)
Configuration WM
15036.7 g. ClassicCraft Fiberglass Door 8'0 "Nan -Impact" Opaque Single Fiberglass Door with "Non -
Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration:
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes F€ 1 0 _R2 _IL a) IML1.5Q36 77.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15036.7 for Design Pressure Ratings, any EL15Q5—R2 W} -v@,L.LQ36.7-pdI
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15036,8h,,Class€cCraft Fiberglass Door Limits
of Use Approved
for use in HVHZ-. Yes Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure: N/A Other:
See INST 15036.8 for Design, Pressure Ratings, any additional
use limitations, installation instructions and product' particulars.
15036.
9 1. ClassicCraft Fiberglass Door 8'
0 "Non -Impact" Opaque Single Fiberglass Dior with "Non - Impact"
S€delite - Outswing / Inswing' (OXO) Configuration Installation
Instructions' FL1503§
R 1 a In t-1 036 8 odf Verified
By. Lyndon F, Schmidt, P.E. 43409 Created
by Independent Third Party., Yes Evaluation
Reports F
R v 36 f Created
by Independent Third Party:' Yes 8'
0 "Non -Impact" Opaque Double Fiberglass Door - Outswing j Inswing (
XX) Configuration Limits
of Use Installation Instructions Approved
for use in HVHZ: Yes FIQ3i In IQ. :gc1f Approved
for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact
Resistant: No Created by Independent Third Party: Yes Design
Pressure: N/A Evaluation Reports Other:
See INST 15036.9 for Design Pressure Ratings, anyC1 OS 3RZ AE EvilQ36.4f additional
use limitations, installation instructions and product Created by Independent Third Party: Yes particulars.
150
6,1t3 j. ClassicCraft Fiberglass Dour 8'0:'"Non-Impact" Opaque Double Fiberglass Door with "Non Impact"
Sidelites - Outswing / Inswing (OXXO) Configuration Installation
Instructions VHZ
Yes I k 1 03 10: df aide
HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409' Created
by Independent Third Party: Yes Evaluation
Reports 10
for Design Pressure Ratings, any _03 _A V.st(1U036 M installation
instructions and product Created by Independent'i"hird Party: Yes w
Oon
act t1s :: 2601 Blair Stone Road Taliah3 F . ' 39 Phone: H50-} - 24 The
State of Florida is an AA/EEO employer. Copyri Mt t7,i01-2013 Stat f Elpri p :: Priv Stdtgm [ :: Accessibility Statement :: fgnd 5 Cat m@ 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 sen electronic
mail to this entity. Instead, contact the office by phone or by traditional mail, If You have any questions, please contact 850.487.1395. *Pursuant Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S, must provide the Department with an email adds if
they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wf< 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 licen= under
Chapter 455, F.S., please click here , Credit
Cart Safe
https://
www.floridabuilding.org/pr/pr_app_dtl.aspx 3/3
T T X/ Building Inc. vr ^/lll^wlll^OIl lJ1[DI8,^x
v'
B Consulting and Engineering Services for the Building Industry
p»,Box zmvo|*nv.az35m rli^"po/auem^r
Florida Board of Professional Engincer,Certificate orumhorioe/onNo. 98o Fro
d _uct Sub
Category Manufacturer Product Name CategoryExterior
Exterior
Door 118 Industrial Dr. Fiberglass Door Doors
Assemblies
Edgerton, OH 43517 Inswing if Outswing Scope:
This is a Product Evaluation report issued by RVV Building Consultants, Inc. and Lyndon F_ Schmidt, P£ (System |D# 1998)
for Thermo Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval,
Department ofBusiness & Professional Regulation. RW Building
Consultants and Lyndon F. Schmidt, P.E. do not have not, will acquire financial interest in the company manufacturing or
distributing the product or in any other entity involved in the approval process of the product named herein. 1, This
product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "
High Velocity Hurricane Zone" (HVMZ). 2 Product
anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco,
3, When
used inthe "HVHZ'this product is required tohoprotected with animpact resistant covering that complies with Section 182Ocd the FBC, 4 When used
in areas
outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with
FBCSections 1O09.12&R3O1.2.12, 5. For 2x stud framing construction,
anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6 Site conditions that deviate from
the details of drawing FL15036,6 require further engineering analysis by a licensed engineer or registered architect, T Outswing configurations using
coastal sill
item #39 under active doors meet water infiltration requirements for "HVHZ". Inswing configurations and outswing configurations using
sill items #31 and #33 under the active door do not meet the water infiltration requirements for the ''HVHZ"Inswing units
shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy
such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL- 15O308for size
and design pressure limitations Supporting Documents: 1, Tes Test Standard TELO14BO3J6-
A.d.
0 ASTMD1829-96.&STMD635-
03 ASTM D2843-99 5TTS00001 48TMG26-g5 15427'
107362 A8TME04'00e
AT|O7508.D1-
106-1Q ASTMD1S38g6 ETC-
01'741'10705 0 TAS202-S4
ETC-01-741'10593,0 TA8202-94
TEL-06-1031-5 TA82O2'g4 Z
Drawing No. E[qpareIVy No, FL15O3G.
6 RVVBuilding Consultants, Inc. (CA #
8O\3) 1 Calculations RL"AreEUy Anchoring RVVBuilding Consultants, Inc. (
CA #g813) 4, Quality
Assurance Certificate ufParticipation issued byNational Accreditation and
Management Institute, certifying
that ThennmTruCorporation is manufacturing products within aquality assurance
program that complies with |SCV|EC1702Oand Guide
53. SiAned by Testing Evaluation Lab.,Inc, Lyndon F.
Schmidt, P.E. Sub Tropical Testing
Omega Point
Laboratories Architectural Testing, Inc, ETC Laboratories ETC Laboratories Testing
Evaluation Leb,|no.
Lon Hicks, VP
Operations William E.
Fitch, P.
E. Joseph &
Reed, P.E, VVende||
VV. Maney, P.E.
Joseph LDoWen.P.E Wendell
W.Haney, PE Lyndon
F. Schmidt, P.E, xmom«
FL PE No, 43409
10116/2017 Sheet 1o(
1
sic -Craft,.,
FIBERGLASS DOOR
INSWING / OUTSWING
WON-IMPAcr,
Ind is in compliance with the 6th Edition (2017) Florida Building Code
ing the "High Velocity Hurricane Zone" (HVHZ).
nd spaced as shown on details. Anchor embedment to base material
cco.
zt is required to be protected with an impact resistant covering that
3C.
e details of this drawing require further engineering analysis by a
hitect.
Jal sill item #39 under active doors meet water infiltration requirements
g-UUMIUMU I I U I IS 0,311 1 Y Sf I 1 11111,77 -•- ivu lwwl.Ajl UV t
ients for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in
e locations protected by an overhang or canopy such that the angle
erhang to sill is less than 45 degrees.
TABLE OF CONT&M
n pressures & general notes
375MAX. -
1OVERALLWIDTH
OVERALL 11A
FRAME--
EXTERIOR
1\7!
U
44
EXTERIOR
4.1 l"
301,
7
29
1.49"
3T
cl cl Fj',
SG - M7)
I
EXTERIOR
40
ao
m
x
MM
so'er 11711fraflorl
so
6"
FRAMEANCHOMG_
Comers may be adjusted to maintain the min.
vs "MAX. ON CENTER" must be adjusted to
D mortarjoints, additional concrete anchors
IX. *id CENTER" dimension are not exceeded.
N. MIN. CLEARANCE MIN. CLEARANCE
1MENT
TO MASONRY TO ADJACENT
EDGE-- ANCHOR
2
6
j
MASONR
OPENING
Lq
LOC14
2X BUCK
CN
CN
BUCK ANCHORING
MASONRY J TYP. HEAD
OPENING & JAMBS
FRAME
x c
L6 C; 2X BUCK
FRAME ANCHORING
Masonry 2X buck constrL
for DP > 48 PSF and
DP <= 75PSF
Cl)
C14
Lr)
C14
0
IL ;
11
LOC"I
FRAME ANCHORING
Masonry I X buck construction
For DP <= 48 PSF
rs may be adjusted to maintain the min.
4X. ON CENTER" must be adjusted to
tar joints, additional concrete anchors
4 CENTER" dimension are not exceeded.
Tt SINCLEARANCE MIN. CLEARANCE
MASONRY TO ADJACENT
Mfl-1: I ANI-f4C)P I I
MASONRY TYP. HEAD
OPENING & JAMBS
FRAME 0
I C5
JILL
FRAME ANUNORING
Masonry I X buck construction
For DP > 48 PSF and
nP ,- 7r DIZE
WOOD
4.56"
F
WOOD j
WC)C}D==i cli
CRETE SCREW STEEL
ONCRETE CONFORMING TO ACI CONCRETE
NFORMING TO ASTM C902.36" _ SCREW
STEEL BETE
SCREW STEEL ffEAf7 SIDE ETE
SCREW STEEL K20 Jamb ZETE
SCREW STEEL ZETE
SCREW STEEL STEEL .
4W
1.15"MIN. EMBEDMENT STEEL -— 2.20'° -- N
WEATHER-STRIP FOAM E N
WEATHER-STRIP FOAM -- ¢ STEEL_
W (
HINGE TO FRAME) STEEL ONATURE
SERIES STEEL 4`
63" 0.
42 WOOD f/
FACE THRESHdLD LdW PRt3FfLE WOOD
3t CURE
SERIES (7801 STEEL STEEL
STEEL
At
PROFILE ALUM. / WOOD — 5,i5" PVC
kDDLE
THRESHOLD ALUM.COMP. LD
ALUM. # -Lq DOOR
PANEL DETAIL SHEET FOR DETAILS - FIBERGLASS
BY THERMA-TRU FIBERGLASS N6,
000 PSI COMP, `" SEf
F [}JSTf&U SAf}DLE iHREFfOLi} WOOD WOOD
COMP.
bs.
DENSITY) __
J_POLYURETHANE — 4.56" 2.36"-
4 Lo
a
E
I
T T / Building Inc. x ,r .UDwID`0U D D[ u/0 '
B Consulting and Engineering Services for the Building Industry
Florida Board ^/pmuoiomsngi°"mumficareo/m^ho"^atio x^nou
Troduct
Sub Category Manufacturer Product Name
Category
Exterior
Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite
Doors
Assemblies Edgerton, OH 43517 Inswing / Outswing
Phone 419.298,1740 "Non -impact"
j
Scope: This isoProduct Evaluation report issued byRVVBuilding Consultants, Inc, and Lyndon F. Schmidt, P.E,(System 0# 1998) for
Thermo Tru Corporation based on Rule Chapter No, 61 G20-3, Method 1 D of the State of Florida Product Approval, Department
ofBusiness & Professional Regulation. RVVBuilding Consultants
and Lyndon F. Schmidt, P.E.donot have nor will acquire financial interest inthe company manufacturing or distributing the product
or in any other entity involved in the approval process of the product named herein, 1, This product has been
evaluated and is in compliance with the 6th Edition (2017)Fbrida Building Code (FBC)structural requirernents including the "High Velocity Hurricane
Zone" (HVHZ), 2 Product anchors shall be
as listed and spaced as shown on details, Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used
in the "
HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of 1heFBC, 4, When used in
areas
outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with
FBCSections 1O08.12&R3O12.12 5. For 2xstud framing construction, anchoring
of these units shall bathe same aethat shown for 2xbuck masonry construction, O. Site conditions that deviate from the details of drawing
FL-150367 require further engineering mnoiym|a by m licensed engineer or registered architect. 7, Outswing configurations using coastal sill item #39
under active
doors and all sills used under sidelites meet water infiltration requirements for ''MVMZ' 8. Inswing configurations and nutswingconfigurations using sill
items #81 and #
28under the active door donot meet the water infiltration requirements for the ^HVHZ' Inswing units shall be installed (in the "HVHZ") only
in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge
of canopy or overhang to sill is less than 45 degrees. 9, See drawing FL-15O5O7for size and design pressure limitations. Supporting Documents: 1,
Test Standard TEL01460336-A.B.0 ASTMD1929-96.ASTM D635-03
ASTM Q2843-
99 TELO148n839-A`
8.0 A8TMD1828'0S.ASTMD635-O3 ASTMD2043'B9 8TTS0001
4STMG28-95 15427-
107362 ASTME84-00a AT|075OD O1'1O8-18
ASTMD1S29-S5
ETC'01'741-10705.
0 TAG202-94 ETC'
01-7411Q593,O TAS2O2-G4 TEL-06-
1031'3 TAG2O2'84 TEL08'1U314 TAS2n2-
94 PDra ErUarecLb No, FL15O38,7 RVVBuilding
Consultants, Inc, (CA#9D13} Calculations E!
e 2 Anchoring RVYBuilding
Consultants, Inc. (
CA#gO13) AGTME15DOGlass Load LyndnnF Schmidt, P.E. Quality
Assurance Certificate ofParticipation issued
by National Accreditation and Management Institute, certifying
that ThermaTruCorporation is manufacturing products within aquality
assurance program
that complies with |O[V([C17O3Oand Guide
53 Testing Evaluation Lab -,Inc. Lyndon F.
Schmidt, P.E, Testing Evaluation Labjnc. Lyndon F. Schmidt,
P,E. Sub Tropical Testing Lon Flicks,
VP Operations Omega Point Laboratories William E.Fitch, P.
E Architectural Testing, Inc. Joseph A. Read, P.
E. ETC Laboratories Wendell W. Haney, P,
E. ETC Laboratories Joseph LDu|den.P.E,
Testing Evaluation Lab,|nc Wendell W,Haney, P,
E Testing Evaluation Lab -.|nu. Wendell VV.
Haney, P.E_
5113" MAX. OVERALL WIDTH
Ssic -Craft,,,,
RGLASS DOOR W1 SIDELITE
INSWING / OUTSWING
WON-IMPAcr,
ind is in compliance with the 6th Edition (2017) Florida Building Co
ling the "High Velocity Hurricane Zone" (HVHZ). i
ind spaced as shown on details. Anchor embedment to base material
icco.
at is required to be protected with an impact resistant covering that
BC.
11 11 111 MIKE,! III`
szoarom
ie details of this dra`ng require further engineering analysis by a
hitect.
to[ sill item #39 under active doors and all sills used under sidelites meet
WHZ".
g configurations using sill items #31 & #33 under the active door do nAA
ients for the "HVHZ". Inswing units shall be installed (in the "HVHT') only
e locations protected by an overhang or canopy such that the angl
verhang to sill is less than 45 degrees. I
DESIGN PRESSURE (PSF)
OVERALL,
SWING FRAME WITHOUT SURFACE WITH SURFAC
DIMENSION BOLTS BOLTS
POSITIVE I NEGATIVE POSITIVE I NEC-
M-.
EXTERIOR
4. I I
30"
1.49"
5'GLASS
BITE
23
25
EXTERIOR
INTERIOR
25
G >= 0.42)
e frame screws) is
0
v
lGLAZING DETAIL
G1
insulatedinsulateTglass w/
smc lite frame
NEW
BITE
1/2" MIN.
GLASS THK. 25
EXTERIOR
TEMPERED
GLASS
AIR SPACE
1/8"
TEMPERED
INTERIORGLASS 257
1.53"
01
FORME
24
18
G I GLAZING DETAIL
5 hsulatgf= w/
pvc lite frame
1/2" MIN.
GLASS THK.
1/8"
TEMPERED
GLASS
AIR SPACE
1/81,
TEMPERED
GLASS
Nome "M
C'SINK
TYP.)
ving shown - inswing
ipproved
EXTERIOR
NOTE:
1. The sidelite is direct set into the
jamb with (12) item #M (#8 X 2
PFH wood screw). There are (4
at each vertical jamb from the
top down at 13.5", 31 ", 48.5" &
66".
7
40
Iff
li
VERTICAL '• SECTION
Shown w/ I X •
INTERIOR EXTERIOR // INTERIOR
W
Inswing configuration
see general notes, sheet I z
for "HVHT'Water infiltration
requirements
T
L
7:2
L LU
zM
SEE NOTE I
EXTERIOR
fCAL CROSS SECTION
ing shown - inswing
pproved
EXTRIOR
SEE N01
z
EXTERIOR
X
X
Z
X
N
I V Kul fim
VERTICAL CROSS SECTION
Outswing configuration
F"
0
D5O
SEE NOTE I
INTERIOR EXTERIOR
VER77CAL CROSS SEC
NOTE-
1. Anchors ass'y thn
sill at 4" in from et
INTERIOR EXTERIOR
Cq
C
AULLION
OWN FOR
FERENCE
ONLY
Ci
fORING STRIKE JAMB
a* TTR5--"Tvy1 TTF-#7TTr*1-7ffTF1 FUJIRTY
MAX. ON CENTER" must be adjusted to
orfarjoints, additional concrete anchors
MIN. CLEARANCE MI CLEARANCE
NT
TO MASONRY TO ADJACENT
EDGE ANCHOR
2" 47
47
9.1
ffi
WIRM
M
DETAIL I
SEE DETAIL 2
FRAME ANCHORING
Attach surface bolt
strike plate to frame
as shown (Outswing)
I
i
C5
DETAIL I
Attach surface -6olt
strike plate to frame
as shown (Inswing)
I
JJ
LO
C14
1
A
M
FRAME ANCHORING
may be adjusted to maintain the min,
Masonry I X buck construction
MIN. CLEARANCE IN. (UAXARLY,
Td mAsOo ADJACENT EDG
E ANCHOR a-
Lq
LO
ryCN
0
LQ
LO
C14UMKRUWar
s , INSWING
MOSESSESSEFSHYMOART-- ,
DETAIL
I Attach
surface bolt strikeplate
to frame as
shown (OutsWng) im
vvuuu 14 1 1/4 INN-KUO-1 JtAC:I-K STEEL
WOOD 25 SILICONE CAULK SILICONE
ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC
CRETE CONFORMING TO ACI
DRMING TO ASTM C90
CONCRETE 27
28
LATCH STRIKE PLATE
DEADBOLT PLATE
STEEL
STEEL
REW STEEL 29 8-10 X 1-1 /2" PLASCREW STEEL
SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD
SCREW STEEL 32 DOOR BOTTOM SWEEP PVC
SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP.
STEEL 39 HIGH WATER DAM THRESHOLD ALUM.
1.15`° MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS
SCREW
STEEL
STEEL
41 DOOR SKIN> .125" MIN. THK, FIBERGLASS BY THERMA-TRU
WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI
FIBERGLASS
VEATHER-STRIP FOAM 42 TOP RAIL COMP.
LEATHER -STRIP FOAM 43 LATCH STILE WOOD
STEEL 44 HINGE STILE WOOD
HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP.
GER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE
L STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS
PVC 51 SIDELITE TOP & BOTTOM RAIL COMP.
PVC 52 SIDELITE STILE WOOD
ATURE SERIES STEEL 60 1 /2"° SURFACE BOLT SPACER STEEL
STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25" THK. STEEL STEEL
WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL
WOOD 63 SURFACE BOLT STRIKE PLATE STEEL
E SERIES (780) STEEL 64 10 X 2-1 /2° PFH SCREW STEEL
PE 65 3/16" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL
66
67
3/16" X 2-3/4`' PFH ITW CONCRETES CREW
3/16" X 3-3/4" PFH ITW CONCRETE SCREW
STEEL
STEEL
c
Lo 2.
Lo CD
I 4.63" —
2.59" — •e Spacer %—
I--_._ 2.15"
R
W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
P.O. Box 230 Valrico, FL 33595 Phone 813 659.9197
Florida Board of Professional Engineers Certificate ofAudiorizifion No. 9813
Product
Category Sub Category Manufacturer Product Name
Swinging
Therma Tru Corporation "Classic -craft"
Exterior
Exterior Door 118 Industrial Dr. Fiberglass Door wl Sidelftes
Doors
Assemblies Edgerton, OR 43517 Inswing / Outswing
Phone 419.298.1740 "Non -impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID#
1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval,
Department of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
Limitations:
1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements
including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of
the FBC.
4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact
resistant covering that complies with FBC Sections 1609.1.2 & R301 212
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or
registered architect.
7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration
requirements for "HVHZ".
Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration
requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations
protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees.
9. See drawing FL-15036.8 for size and design pressure limitations,
Supporting Documents:
1, Test Report No.
TEL 0 1 460336-A, B, C
TEL 01460339-A,B,C
STTSO0001
15427-107362
ATI 67508.01-106-18
ETC-01-741-10705.0
ETC-01-741-10593.0
TEL-06-1031-3
TEL 06-1031-4
Test Standard
ASTM D1929-96, ASTM D635-03
ASTM D2843-99
ASTM D1929-96, ASTM D635-03
ASTM D2843-99
ASTM G26-95
ASTM E84-00a
ASTM D1929-96
TAS 202-94
TAS 202-94
TAS 202-94
TAS 202-94
Tesj!ngLaborato j ed b y
Testing Evaluation Lab.,Inc, Lyndon F. Schmidt, P.E.
Testing Evaluation Lab.,Inc, Lyndon F. Schmidt, P.E.
Sub Tropical Testing
Omega Point Laboratories
Architectural Testing, Inc.
ETC Laboratories
ETC Laboratories
Testing Evaluation Lab.,Inc,
Testing Evaluation Lab.,Inc.
Lon Hicks, VP Operations
William E. Fitch, P.E.
Joseph A. Reed, P.E.
Wendell W. Haney, P.E.
Joseph L. Dolden, P.E.
Wendell W. Haney, P.E.
Wendell W. Haney, P.E.
2. qDrraaAiqNo. _Prepared by No.
FL 15036.8 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 1
Calculations EMpAred by Anchoring
RW Building Consultants, Inc, (CA #9813) yndon F. Schmidt, P.E. ASTM
E1300 Glass Load Lyndon F. Schmidt, P.E. 4.
Qualit Assurance Certificate
of Participation issued by National Accreditation and Management Institute,
certifying that Therma Tru Corporation is manufacturing products within
a quality assurance program that complies with ISO/IEC 17020 and Lyndon
F. Schmidt, P.E. Guide
53.E FL. PE No, 43409 10/
16/2017 Sheet
1 of 1
w-
68.5'MAX. OVERALL WIDTH
ssic-Craft nd
spaced as shown on details. Anchor embedment to base material icco.
ct
is required to be protected with an impact resistant covering that BC.
1111120! ''
11i 11 zmffiffl
ie
details of this drawing require further engineering analysis by a hitect.
to[
sill item #39 under active doors and all sills used under sidelites meet iVHZ".
gcor
a OCTIV6 *-O=O 10T ients
for the "HVHT'. Inswing units shall be installed (in the "HVHZ") only in e
locations protected by an overhang or canopy such that the angle verhang
to sill is less than 45 degrees. TABLE
OF CONTENTS In
pressures & general notes lazing
detail DESIGIN:
PRES SURE (PSF) OVERALL
I
I FRAME•
WITH SURF BOLTS,
y I F-Wlr 1w k -to
It-folitful got 1**-I*Sl t4so*tt*j
EXTERIOR INTEI
4.11
31y,
42 i(?P RAIL LATCH STILE
Lf—
co
29
1 .49"
31Y
G >= M7)
cl
HINGE STILE r.,-\ BOTTOM RAIL
5" GLASS
BITE
EXTERIOR (
5) ,
INTERIOR
25
SG >= 0.42)
e frame screws) is
v
Gf GLAZING DETAIL
5 insulated glass w/
smc lite frame
5` GLASS
BITE
1/2" MIN.
GLASS THK.
EXTERIOR
21
1/8"
TEMPERED
GLASS
AIR SPACE
1/8"
TEMPERED
INTERIORGLASS C25 v
G1 GLAZING OETAIL
insulated5 insuloted gloss w/
pvc lite frame
1/2" MIN.
GLASS THK.
1 /All
TEMPERED
GLASS
AIR SPACE
1/81,
TEMPERED
GLASS
4
EXTERIOR INTI
i4)
n1l T) INTERIOR
EXTERIOR
0. 15"
CSINK
TYP.)
MONTAL CROSS SECTION
M M
I
INTERIOR
EXTERIOR
NOTE:
1. The sidelite is direct set into the jamb
with (12) item #M (#8 X 2" PFH wood
screw). There are (4) at each vertical
jamb from the top down at 13.5", 31",
48,5" & 66".
M
HORIZONTAL CROSS SECTION
Shown w/ I X sub -buck
M
requirementsfigseegeneralnotes, sheet I
for "HVHT' Water infiftation
N -
c
C%
E0 Z CL-
toR
SEE NOTE I
CD
EXTERIOR
CAL CROSS SECTION
ring shown - insMng
pproved
LU
00151WWW"I'S
M
EXTERIOR
7-
Lo
c)
N
LU
ITINUNIMN-M
VERTICAL CROSS SECTION
Outswing configuration
E
M
M 19D50
SEE NOTE I
INTERIOR EXTERIOR
VERTICAL CROSS SEC77ON
NOTE:
1. Anchors ass'y thri
sill at 4" in from &
INTERIOR EXTERIOR
ers may be adjusted to maintain the min.
4AX ON CENTER" must be adjusted to
rtarjoints, additional concrete anchors
N CENTER" dimension are not exceeded.
MIN. CLEARANCE MIN. CLEARANCE
iT
TO MASONRY TO ADJACENT
EDGE ANCHOR
211 4"
4"
MASONRY
OPENING
SEE DETAIL I
X()
TYP, HEAD &
JAMBS
2X BUCK-
TYP.
SILL
A --SEE DETAIL 2
FRAME ANCHORING
Masonry 2X buck construction
W
L6
L6
C14
N
Attach surface bolt
strike plate to frame
as shown (Outswing)
Virde-14M.1MI.
I "
DETAIL I
Attach surface bolt 102
strike plate to frame
as shown (Inswing)
N
NMI
it l I I IIII.Pea
SEE DETAIL 1
TYP, HEAD &
JAMBS
TYP.
SLICK
P=J!
TYP.
SILL
NSEE DETAIL 2
FkAMEANCHOWNG
Masonry I X buck construction
rs may be adjusted to maintain the min.
V. ON CENTER" must be adjusted to
far joints, additional concrete anchors
4 CENTER" dimension are not exceeded.
27
1
ANCHOR-1
4 43
LOC14
LQ U
Attach surface bolt
strike plate to frame
as shown ((hutsvAng) M
YY clj%_ _j G'f II'4 III ELW—LF I Jf"P15.. L:R Jt EEL
WOOD 25 SILICONE CAULK SILICONE
ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC
ICRETE CONFORMING TO ACI
ORMING TO ASTM C90
CONCRETE 27 LATCH STRIKE PLATE STEEL
28 DEADBOLT PLATE STEEL
REW STEEL 29 8-10 X 1-1 /2" PLASCREW STEEL
E SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM,/ WOOD
E SCREW STEEL 32 DOOR BOTTOM SWEEP PVC
STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP.
1.15" MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM.
STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS
E SCREW STEEL
41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU
WITH YIELD STRENGTH Fy (MIN.) = 6, PSI FIBERGLASSHEATHER -STRIP FOAM
VEATHER-STRIP FOAM 42 TOP RAIL COMP.
STEEL 43 LATCH STILE WOOD
STEEL 44 HINGE STILE WOOD
GER JOINTED PINE WOOD 45 BOTTOM RAIL COMP.
STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE
IL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS
PVC 5T SIDELITE TOP & BOTTOM RAIL COMP.
PVC 52 SIDELITE STILE WOOD
ATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL
STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25' THK. STEEL STEEL
2 WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL
WOOD 63 SURFACE BOLT STRIKE PLATE STEEL
E SERIES (780) STEEL 64 10 X 2-1 /2" PFH SCREW STEEL
PE 65 3/16" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL
66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL
67 3/16" X 3-3/4"PFH ITW CONCRETE SCREW STEEL
6"
i
1
to
10
I
raOUTSINING SIDELITE
Spacer
2.14"
1.69" --
I
C>
I
4.6Y — _
5.75"
T T TXO`lJ^D 0D Uh»n Inc.~~ / ,, Building + Consultants, ^
B Consulting and Engineering Services for the Building Industry
p.Box z3ovm=assx5 mvneoo.omwo7
Florida Board ofProfessional sugincersom.ficate ofxmho"z*onmn98u Product
Sub
Category Manufacturer Product Name Category
Swinging
Therma
TrU Corporation "Classic -Craft" Exterior
Exterior
Door 118 Industrial Dr. Fiberglass Double Door Doors
Assemblies
Edgerton, OH 43517 Inswing / Outswing Phone
419.298.1740 "Non -impact" Scope:
This is a Product Evaluation report issued byRVV Building Consultants, Inc. and Lyndon F, Schmidt, P£ (System |D# 1998)
for ThennoTmCorporation based nnRule Chapter No. O1G20-3.Method 1Dpfthe State uyFlorida Product Approval, Department ofBusiness & Professional
Regulation, RW Building Consultants and
Lyndon F, Schmidt, P, E, do not have nor will acquire financial interest in the company manufacturing or distributing the
product or in any other entity involved in the approval process of the product named herein. 1, This product has
been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity
Hurricane Zone" (MVHZ). 2. Product anchors shall
be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3When used
in the "
HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of 1heFBC, 4,When used \nareas
outside
of the "FIVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBCSections
18Og. 12&R301212 5 For 2x stud framing construction, anchoring
of these units shall be the same as that shown for 2x buck masonry construction, 0. Site conditions that deviate from the
details of drawing FL15036.8 require further engineering analysis by a ||manmad engineer or registered architect, 7 Outswing configurations using sill
item #39
under active doors meet water infiltration requirements for "HVHZ". Inswing configurations and outswing configurations using sill
items #31 and #33 under the active door do not meet the water infiltration requirements for the ^HVHZ^ Inswing units shall
be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such
that the angle between the edge of canopy or overhang to sill is less than 45 degrees, 9. See drawing PL1503O8for size and design
pressure limitations. Supporting Documents: 1, Tes TELO14OQ53O-A`B.0
STT8D0001 15427-
107362 ATi075O8
01-1O5-1D ETC'
01-
741-10705
O ETC-01-741-
10593O 2,I AiIB NoFL15O56.
S Test Standard A3TMO1S28-
gG.ASTMDO35'03
A3TMD2845-S8
A3TM G26'
95 8STME84-OOa ASTMD1S2g'
8O TAS2O2-
g4 TAG2O3-94
TAB2U2'B4
ErUjred_by
RVVBuilding Consultants,
Inc, (CA #
9B13) j
U U
Testing Evaluation Lab,,Inc. Lyndon F.
Schmidt, P.E.
Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc.
ETC Laboratories ETC
Laboratories Testing Evaluation
Lab-|nc, Lon
Hicks, VP
Operations William
E, Fitch, P.E.
Joseph A. Reed, P.
E. Wendell VKHaney, PE Joseph
LDoWen.P£ Wendell NiHaney, P.
E. Sinned & Sna|edbv
Lyndon F. Schmidt,
P.E 3. Calculations FMpa[
ed_by §S
igned & Sealed by Anchoring RVVBuilding
Consultants, Inc. (CA#9813) Lyndon F Schmidt, P.E.
Certificate o[Participation issued byNational Accreditation and Management Institute, certifying that Thermo
TruCorporation iz ' manufacturing products within aquality assurance program
that uump|ies with |QCV|EC 17O2Oand Guide
53. Lyndon pSchmidt, P.E. FILPENo. 43409 10l6/zOn Sheet
1of1
1,011VUKIZ,
74.5" MAX. OVERALL FRAME WIDTH
ssic-Craff'..
ERGLASS DOUBLE DOOR
INSWING / OUTSWING
WON-IMPAcr,
VMPMR, ?772#1#111R-j-rWXT*PV:
ling the gh Velocity Hurricane Zone" (HVHZ).
ind spaced as shown on details. Anchor embedment to base material
icco.
ict is required to be protected with an impact resistant covering that
BC.
ie details of this drawing require further engineering analysis by a
hitect.
nents for the "HVHT'. Inswiing units shall be installed (in the "HVHT') only in
le locations protected by an overhang or canopy such that the angle
verhong to sill is less than 45 degrees.
TABLE OF CONTENn
gn pressures & general notes
is
Z
7-
3:
0
LU
ul
a:
E
U < LL- CeLL-
Uj
0 > 0
X
CO 6
C
SWING
OVERALL
FRAME
DIMENSION
9
I
DESIGN PRESSURE (PSI)
WITHOUT SUPFACEWITH SURF) BOLTS
BOLTS
PYTPP[r)P i 0#0
EXTERIOR
1.48" r-
CO
1.49-
AT
LOL
AK (SG >= 0.67) cl --A
ME
KI
CAI
3
E7
Inswing configuration
requirements
I
BUCK ANCHORINGcomersmaybeadjustedtomaintainthemin.
6"
SEE DETAIL
iEAD
MBS
ASTRAGAL
SHOWN FOR
REFERENCE
ONLY
111
FAIL
F
TYP,
17
1
SILL
L-1
FRAME ANCHORING ASTRAGAL STRIKE JAMS
1 as "MAX. ON CENTER" must be adjusted to
to mortarjoints, additional concrete anchors
AX. ON CENTER" dimension are not exceeded.
641N. MIN. CLEARANCE MIN. CLEARANCE
EDMENT
TO MASONRY TO ADJACENT
EDGE ANCHOR
IX 71 4"
MASONRY TYP. HEAD
OPENING & JAMBS
FRAME
2X BUCK-,
DETAIL I
SEE DETAIL
1
7—
SEE DETAIL
ASTRAGAL
SHOWN FOR
REFERENCE x
ONLY
TYP.
SILL
FRAME ANCHORING
for DP > 48 PSF and
DP <= 6OPSF
714-1-M
Attach astragal/surface bolt
strike plates to frame
as shown (Inswing)
6tro
11
HINGE DE
6"
tl
SEE DETAIL
HEAD
MBS
ASTRAGAL
SHOWN FOR
REFERENCE a -
ONLY
0
TrAIL yP.
2" SILL
FRAME ANCHORING ASTRAGAL STRIKE JAMS
T comer's 7717171 e Flit 1.
d as "MAX. ON CENTER" must be adjusted to
to mortarjoints, additional concrete anchors
MAX. ON CENTER" dimension are not exceeded.
V IN, MIN. CLEARANCE MIN. CLEARANCE
EDMENT
TO MASONRY TO ADJACENT
EDGE ANCHOR
2- 4"
MASONRY
OPENING
NIMM
FiT47--ml
0, M;7m
strike plafes'to frame
as shown (Outswing)
0
Ti
w47747*0
for DP =PSF and
DP <= 6OPSF
M04.
Attach astragal/surface bolt
strike plate to frame
as shown (Inswing)
K--111N
10
M
LOCN
LO
ra
LOCv
WITU.:.I ,
am
a Am
SEE NOTE l 3/
8^ l4 9'
yy t-it-fu
WOOD
ONCRETE SCREW STEEL
RETE CONFORMING TO ACI
RMING TO ASTM C90
CONCRETE
ZEW STEEL
ESCREW STEEL
SCREW STEEL
SCREW STEEL
SCREW STEEL
STEEL
1.15'MIN. EMBEDMENT L_ STEEL
ALUM,
STEEL
STEEL
ALUM.
EATHER-STRIP FOAM
EATHER-STRIP FOAM
STEEL
HINGE TO FRAME) STEEL
STEEL
VURE SERIES STEEL
WOOD
WOOD
SERIES 730 STEEL
STEEL
STEEL
ROFILE ALUM. / WOOD
PVC
LE THRESHOLD ALUM.COMP.
ALUM.
OR PANEL DETAIL SHEET FOR DETAILS
RGLASS BY THERMA-TRU
6,000 PSI
FIBERGLASS
Comp.
WOOD
WOOD
COMP.
POLYURETHANE
STEEL
X .25" THK. STEEL STEEL
LE END X 1-3/4" L. STEEL
STEEL
777 C14
236"
2.2('
II
4.63" J
C>
m
4.56"
236' ----
Lo
cli
CD
R
W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O. Box 230 Valrico, FL 33595 Phone 813,659,9197
Florida Board of Professional Engineers Ceti ificate of Authorization No, 9813
Product
Category Sub Category Manufacturer Product Name
Swinging
Therma Tru Corporation "Classic -Craft'"
Exterior
Exterior Door 118 Industrial Dr, Fiberglass Double Door wit Sidelites
Doors
Assemblies Edgerton, OH 43517 Inswing I Outswing
Phone 419,298.1740 "Non -impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998)
for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval,
Department of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
Limitations:
1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements
including the "High Velocity Hurricane Zone" (HVHZ),
2, Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or
stucco.
3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the
FBC,
4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact
resistant covering that complies with FBC Sections 1609.1.2 & R301-2-1 .2.
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or
registered architect.
7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration
requirements for "HVHZ",
8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration
requirements for the "HVHZ", Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations
protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees.
9. See drawing FL-1 503610 for size and design pressure limitations.
Supporting Documents:
1, Test Report No.
TEL 01460336-A,B,C
TEL 01460339-A,B,C
STTSO0001
15427-107362
ATI 67508.01-106-18
ETC-01-741-10705.0
ETC-01-741-10593.0
TEL-06-1031-3
2. PDLraAjRq_NR_
Te§tin Laborato Si ed by
Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E.
Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E.
Lon Hicks, VP Operations
William E. Fitch, P.E.
Joseph A. Reed, P.E.
Wendell W. Haney, P.E.
Joseph L. Dolden, P.E.
Wendell W. Haney, P.E.
SigRed & Sealed by
No. FL 15036.10 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E.
3. Calculations Fregar2d by Si ned &Sealed b
Anchoring RW Building Consultants, Inc. (CA #9813) V , 4yn don F. Schmidt, P.E.
ASTM E1300 Glass Load Lyndon F. Schmidt, P.E.
4. Qua Z 11,11 K
Certificate of Participation issued by National Accreditation and Management
Institute, certifying that Thermo Tru Corporation is manufacturing products -17., Lyndon F. Schmidt, P.E.
within a quality assurance program that complies with ISO/IEC 17020 and FL PE No. 43409
Guide 53. 10116/2017 Sheet 1 of 1 Test
Standard ASTM D1929-96,
ASTM D635-
03 ASTM D2843-99 ASTM D1929-
96, ASTM D635-
03 ASTM D2843-99 ASTM G26-
95 ASTM E84-
00a ASTM D1929-
96 TAS 202-
94 TAS 202-
94 TAS 202-
94 Prepared by
Sub Tropical Testing
Omega Point
Laboratories Architectural Testing,
Inc. ETC Laboratories
ETC Laboratories Testing
Evaluation Lab,,
Inc.
to %Of %Of 1%*j
sic -Craft,,
SS DOUBLE DOOR W1 SIDELITES
NSWING / OUTSWING
WON -IMPACT"
IZMNKM lEM 1 ffl 111111
id spaced as shown on details. Anchor embedment to base material
ccoi.
t is required to be protected with an impact resistant covering that
3C.
111, 1 i 1 1:1 i 11111111q%ip;
E details of this drawing require further engineering analysis by a
iitect.
tal sill item #39 under active doors and all sills used under sidelites meet
VHZ".
only
gj
7entsforthe "HVHZ". Inswing units shall be installed (in the "HVHT") only
locations protected by an overhang or canopy such that the angl
erhang to sill is less than 45 degrees.
105.5"MAX. OVERALL FRAME WIDTH
Tres & general notes DESIGN PRESSURE (PSI)
OVERALL
detail
SWING FRAME WITHOUT SURFACE WITH SURER
DIMENSION BOLTS BOLTS
b ti V 1711 /I= KIM- A'i ilfiT
Hmm"*
HORIZONTAL CROSS SEC77ON
39'
co
0.67)
4.11
LJLJ
m
mm
m
Imt--r Mir rtnnn" PAII
5" GLASS
BITE
25
EXTERIOR ()
INTERIOR (
2/ 5
3G >= 0.42)
frame screws) is
I "I —:Iu
I
7
j GLAZING DETAILG1
ulat5 insulotedffass w/
smc lite frame
5'GLASS
BITE
1/2" MIN.
GLASS THK. 25
EXTERIOR
1/8"
TEMPERED
GLASS
AIR SPACE
TEMPERED
GLASS INTERIOR
25 v
G7 GLAZING DETAILG
ula5 hsulated glass w/
pvc lite frame
1/2" MIN.
GLASS THK.
1/81,
TEMPERED
GLASS
AIR SPACE
1/81,
TEMPERED
GLASS
EXTERIOR 11,
INTERIOR
INTERIOR
EXTERIOR 2 4
EXTERIOR4
e
4
21
1
4 1 1
CSINK
TYP.)
RIZONTAL CROSS SECTION L6E
wing shown - inswing
approved (6X"
nb
OCR
tical
31 ",
LI)
HORIZONTAL CROSS SECTION
Shown w/ I X sub -buck
119001,
INTER10F
a
7 VERTICALCROSS SECTIOIns,Mng configuration
see general notes, sheet I
for "HVHZ" Water infiltration
requirements
2
VERTICAL CROS22 # 2 Shown
m ? sub -buck
M
SEE NOTE I
EEEXTEFIOR
IER77CAL CROSS SECTION
utswing shown - inswing
also approved
EXTERIOR
D:
2 z
L 7 t
ua
7
M
MEMMIN na I
M
I-
I
91-MIMM
VERTICAL CROSS SECTION
OutsvAng configuration
Q i r 11 ////1 SEE NOTE I
INTERIOR EXTERIOR
VERTICAL CROSS SEC77ON
NOTE:
1, Anchors ass'y thru
sill at 4" in from ea(
INTERIOR EXTERIOR
FRAME ANCHORING
Masonry I X buck construction
s may be adjusted to maintain the min.
MIN. CLEARANCE
TOWASODJACENT, EDGE,
ANCHOR n 10
crj
cv
LO
040
LQ
CN
00000F.
507FFSPUM-M
ago
i88" 18.38° 20.6T 18.5" 14.38^
1.91
SEE NOTE I
L
THROW AT THE TOP AND
WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE
WOOD 23 PLASTIC LIP LITE FRAME (SMC) PVC
1CRETE SCREW STEEL 24 1 /4" INTERCEPT SPACER STEEL
ONCRETE CONFORMING TO ACI
NFORMING TO ASTM C90
CONCRETE
25
26
SILICONE CAULK
PLASTIC LIP LITE FRAME PVC
SILICONE
PVC
SCREW STEEL 27 LATCH STRIKE PLATE STEEL
RETE SCREW STEEL 28 DEADBOLT PLATE STEEL
BETE SCREW STEEL 29 K40 X 1.79`° PT THREAD MAJOR DIA. 4.0MM SCREW STEEL
BETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD
EW 1.15" MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC
STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP.
RETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM.
ALUM. 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS
STEEL
STEEL
41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU
WITH YIELD STRENGTH Fy (MIN.) = 6, PSI
FIBERGLASS
dNER ALUM. 42 TOP RAIL COMP.
N WEATHER-STRIP FOAM 43 LATCH STILE WOOD
rN WEATHER-STRIP FOAM 44 HINGE STILE WOOD
STEEL 45 BOTTOM RAIL COMP.
W STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE
FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS
REW STEEL 51 SIDELITE TOP & BOTTOM RAIL COMP.
STEEL 52 SIDELITE STILE WOOD
NAIL STEEL 60 1 /Y° SURFACE BOLT SPACER STEEL
PVC 61 IVES SURFACE BOLT #454 8.0" L. X .25' THK. STEEL STEEL
PVC 62 1 f4 20 SEX BOLT Wf 1 f4-20 FEMALE END X 1-3f4" L. STEEL
IGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL
STEEL 64 10 X 2-1 /2"PFH SCREW STEEL
0.42 WOOD 65 3/16° X 2-1 /4" PFH ITW CONCRETE SCREW STEEL
2 WOOD 66 3/16" X 2-3/4' PFH ITW CONCRETE SCREW STEEL
67 3/16" X 3-3/4' PFH ITW CONCRETE SCREW STEEL
Lo
2.12" --- `
16 INING 11DELRE
Sr aver
2.14" —
2.20" --
C
T 4.63"
v;
BUMF FACE RESHLD LCW F
2.15'
Florida Building Code Online
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stars & Facts Publications FBC Staff BCIS Site Map Links Sear
a
P
Product ApprovaldbrUSER: public User
Fro jULtA0royDl N1 )jj > 1!Loql,— Arg;1roLlonn 5—e.9-1c—h > ADD-Licall—o—ni-t >Application Detail
FL # FL15332-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer MI Windows and Doors
Address/Phone/Email 6.50 West Market Street
Gratz, PA 17030
717) 365-3300 Ext 2560
bsrtlingerCa)miwd.corn
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
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 Luis Roberto Lomas
Evaluation Report
Florida License PE-62514
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Steven M. Urich, RE
I Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
EL1533—P,4--CQL-ELCK)Io-d-f
51"-mod
AAMA/WDMA/CSA I0I/I.S.2/A440 No
1/3
MEOW
Date Approved
Florida Building Code Online
1011012017
FL # Model, Number or Name
153321 :SERIES 420 ALUMINUM SGD Z=
SERIES
420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED
Limits
of Use I Installation Instructions Approved
for use in HVHZ. No Approved
for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact
Resistant: No Created by Independent Third Party: Yes Design
Pressure: N/A Evaluation Reports Other:
REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE E JL-5 SERIES
420 ALUMINUM SGD REINFORCED
Limits
of Use Installation Instructions Approved
for use in HVHZ: No ELLaaU _R411 QB&2245_Q.pdf Approved
for use outside HVHZ* Yes Verified By: Luis Roberto Lomas 62514 Impact
Resistant., No Created by Independent Third Party: Yes Design
Pressure: N/A Evaluation Reports Other:
REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE , EL1533-2-BA AL-512968Qp-df M=
REINFORCED
Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure: N/A Other:
REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS
15332.
6 SERIES 420 REINFORCED ALUMINUM SGD
Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure, N/A Other.
REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS
15332.
7 SERIES 420 REINFORCED ALUMINUM I
SGD SERIES
420 ALUMINUM SGD REINFORCED OX, XO, XX 96"X9)6" Installation
Instructions Verified
By. Luis Roberto Lomas 62514 Created
by Independent Third Patty: Yes Evaluation
Reports FU.
5332--&4-A—"j2q_6q"d_f Created
by Independent Third Party. Yes Installation
Instructions 22
5. off Verified
By: Luis Roberto Lomas 62514 Created
by Independent Third Party: Yes Evaluation
Reports Created
by Independent Third Party: Yes SERIES
420 REINFORCED ALUMINUM SGD OX, XO, XX 96"X96" Installation
Instructions ELj5332--
R4--U-Q$-QD429L,Wf Verified
By: Luis Roberto Lomas 62514 Created
by Independent Third Party: Yes Evaluation
Reports EL,
1-5132 R4 AE_5 -IMQ"f O— Created
by Independent Third Party: Yes SERIES
420 REINFORCED ALUMINUM SGD OXO 146"x96" Limits
of Use Installation Instructions Approved
for use in HVHZ., No EU,5_jj2R4 11 D3z00501E.pdf Approved
for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact
Resistant: No Created by Independent Third Party: Yes Design
Pressure: N/A Evaluation Reports Other:
REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE UZZMEM
https:/
ANww. SERIES
430/440 ALUMINUM SGD XXX 143"X80" NOW REINFORCED
1/5/2018 Flodauilcig (denlir
i Approved for use I HVHZ. No FL15332 R4 II 08- r .
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant. No Created by Independent Third Patty:' Yes
Design Pressure: N/A Evaluation, Reports
Other. REFER TO APPROVAL' DOCUMENT FOR DESIGN PRESSURE 15E 1 4
RATINGS Created by Independent Third Party: Yes
15332,9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96"
ALUMINUM SGD
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL25332 R4 II 08 OQS 3Qglf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressures N/A Evaluation Reports
Other. REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE
RATINGS Created by Independent Third Party. Yes
QQ-11—ta-L-L!5:: 2601 ft air Stone R T I ha, s FL 32 4 . Phones.. a50-487-1824
The State of Florida is an AA/EEO employer, CipkyrI ht 2 7-201 to . f FI ri Priv St temp :: Acpessibility S agment :: Rgfnd 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 sen
electronic mail to this entity. instead, contact, the office by phone or by traditional mail, If you have any questions, please contact 850.487.1395, *Pursuant
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds
If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wiw
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine Ir you are a licens
under Chapter 455, F.S., please click ht:re .
Credit and
Safe
https:/lfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3
NOTES:
1 . THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODF-
2. WOOD FRAMING AND MASONRY OPENING 70 BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD,
3, `IX BUCK OVER MASONRY/CONCRETE 15 OPTIONAL- WHERE 1X SUCK IS NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATAG OR MEMBRANE,
SELECTION OF COATiNC OR MEMBRANE ;S THE RESPONS18ILrr- OF -HE ARCHITECT OR
ENGINEER OF RECORD,
4, ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN, WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
CALCULAMONS,
5. FRAME MATERLAL: EXTRUDED ALUMINUM 6063-T5.
6. UNITS MUST BE GAZED PER ASTM E1300-04/09, WITH SAFETY -CLASS,
7. APPROVED IMPACT PROTECTIVE SYSTEM ia-31L-VjR , FOR THIS PRODUCT IN WINK BORNE
DEBRIS REGjONS,
B. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER 4OCCURS. MAXIMUM, ALLOWABLE SHIM STACK TO BE 1/4-.
9, DOOR ASSEMBLIES INSTALLED 'WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1,0 Do
NOT REQUIRE WATER INFILTRATION RESISTANCE.
OVERHANG RATIO = OVERHANG LENIGTH/0'VERHANG HEIGHT
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #-10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/5- MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE
ANCHORS AS SHOWN !N ELEVATIONS AND INSTALLATION DETAILS,
ll, FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH
TO ACHIE'vE, A 1 1/4" Ad NIMUm EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
D;STANCE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
12, FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,
13. ALL FASTENERS TO BE CORROSION RESISTANT.
14. INSTALLATION ANCHORS SHALL BE INSTALLED iN ACCORDANCE WITH ANCHOR
MANUFACTURER'S iNSTALLATON INSTRJCTTONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MIN;.VUM STRENGTH SPECIFIED BELOW:
A- WOOD - MINIMUM SPEC-FIC GRAVITY OF G=0.42
S. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3J92 PSI,
C. MASONRY STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE I (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 .048" THICK MINIMUM
15. APPROVED CONFIGURAI IONS: OX, XO, XX, XP, PX, XIP, PiX.
TABLE OF CONTENTS
SHFET NO DESCRPTIGN
I ; NOTES
2 - 3 ELEVATIONS
4 - 10 1 iNSTALIATION DETAILS
A JADDED CHARTS 03/05/12 R.L.
8 REVISED PER NEW TESTING 10/29 13 R,L,
C 1 ADDED FLANGE AND FIN WaTAULATIOKS 12/06/13 i R,L.
D 11 P---IVISEDINSTAIJUIATiON DETAILS D7/30/15 R.L.
r,E I REVISED INSTALLATION OETkLS 06/20/17 R-
SIGIVED: 06120,12017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET 4f
GRATZ, PA 17030
SERIES 420 SGD
Z-1
0 61
96" X 80" NON -REINFORCED
NOTES STATE OF
FA. 08-00498 E
A
Sc"z NTS OATE 02/23/09 1-1 OF 10
L. ROBERTO LOWS P E.
14a2 OFORD RD LEMSVXLE, )VIC 27O23 Luis R. Lomos P.i.
434-6W-OW9 FL No.: 62514
pf.lw"s
96' MAX FRAME WIDTH —
2) ANCHORS PER LOCATION
SEE CHART #3
FOR NUMBER OF
LOCATIONS REQUIRED
17"
6" MAX VAX
6' MAX
17-
MAX C.C,
7- 80-
VAX
FRAME
HEIGHT
6' MAX
t
SERIES 420 SG`D
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
40.OPSF NONE
SEE CHARTS #1 AND #2 FOR OTHER UNITS RATjNGS
NOTE&
1. MAXIMUM PANEL SIZE: 48 112'x 79-
2- MAXIMUM D.L,0_44548-.74519'
HARDWARE SCHEDULE
0) FLAT MOUNTED HANDLE SET (PART;*9,04-145) LOCATED 38 3/4* ON CENTER FROM PANEL iwioml
1) METALLIC TANDEM, ROLLERS (PART 499-117-1 %) AT EACH END OF; PANEL SOT TOM RAILS
RCY Xsm'PTxON DAM APn.0AM
A ADDED CHARTS 03/05/12 R.L,
8 REVISED PER NEW TESTING
C ADDED FLANGE AN INSTALLATIONS 12/06/113 R,
D REVSZD INSTALLAT,0N DETAILS 07/30/15 R_
F REVSED INSTALLALON DETAILS 0,6/20/17 R,L,
CHART#I
WHERE WATER INFILTRATION RESfSTANCEISREQUIRED
SEE NOTE 9 SHEET i
Design pressure chart (p4
Slngie f1wel and Total Ffwm Width (in)
HejqhI --- 30,0 36,0 420- 48,0
in)
40,00 72.00 8A00
0,' Nag POS 1409 Pas Nog —POST—Nag
80 A 40,0 55,1 40,0 482 40C 43A 40.0
CHART#2
WHERE WATER INFIL TRA TtON RESISTANCE JS NOT REQUIRED3.
SEE NOTE 9 SHEET I
DeSign pre re Chart fpsf)
Frarre — Snq) Nriol and Total Frame V?Xdth (n)
Li
ight 30 0 35.0
e "'
tix5i
420
in) 60-00 72_0---8-40-0--T 96-00
pos Neg —P P-s 7 g pos, Nftq
55.1 5 1 43 A N74 . D "" D80.0 43
CHART#3
Number of anchor 10,10 V on$ required
SIGNED: 0612012017
MI WINDOWS AND DOORS LLC
6.50 WEST MARKET STREET C,
GRATZ, PA 17030 E
SERIES 420 SGD 51
96" X 80' NON —REINFORCED
ELEVATION a OF Z
owl w'_
F.A..A. 08-00498B
cA'E _ ZIAT-1- NTS 02/ 3/09NTS2/23/09 2 OF 10
L Ro A TO ows PE.
4-VWOQDFORDRDLEWtSVILLE,NC2,-o,-j Luis R. Lomas P.E.
4)4-sita,o&iq FL No.: 62514
6- MAX
17"
MAX G.C.
MAX
FRAME
HEIGHT
6' MAX
96" MAX FRAME 'MOTH
1) ANCHOR PER LOCAT'vON
AT HEAD & JAMBS
SEE CHART #4
O,R NU?A3FR OF
LOCATIONS REQUIRED
17'
SERIES 420 SGO
E;iFE-RIORVIEIN
DESIGN PRESSURE RATING IMPACTRATING t40,
OPSF NONE SEE
CHARTS # I AND #2 SHEET 2 FOR OTHER UNITS RA TINGS NOTES:
1.
f4AVMLIM PANEL StZE., 48 72' x 79' Z
1V14X/MVMD.LO:444,8-x7451S` CHAR
T #4 Numb-
of anchor I.- tions required Fra,—
Soio
Papal ,W T"'Wdtn HdS
b NdS tomb HSS jamb H4S Jamb Z-
1-17—s 7 sao5 2)
ANCHORS PER LbCATiON AT
SILL SEE
CHART #4 FOR
NUMBER OF LOCATONS
REQUIRED HARDWARE
SCHEDULE ft (
1) FLAT WIUNTEO HANOLE SET PART# -t4-1 '4- ON CENTER FROM PANEL .r-ro—MP99 , 45) L OCATED 38 3, ROLLERS (
PART #99 1 7- 195) AT EACH END OF PANEL BOTTOU, R,,NLS IIIuETALLICAZ" ROLLER, AT L, I
KLv BATE APPROVED A
ADDEO CHARTS 1,--
03/05/,2 R-L- RCvISED
PER NEW TESTING 1 1 0/29/13 R.L. ADDED
FLANGE AND, FIN NSTALLATIONS 12/06/13 R.L. D
RCV)SED 3N57ALLATION DE7AdLS 07f3J/1a R.L. REVISED
NSTk1ATICN DETAI06/20/17 R.L.R, M1
WINDOWS AND DOORS LLC 650
WEST MARKET STREET GRATZ,
FA 17030 SERIES
420 SGD 96"
X 80" NON —REINFORCED FIN
ELEVATION MAWR:
owc NO, 08-
0 02/
23/09 3 j 0 OFAp, If) I
POBERTO LOMAS Y.E. 1432
W000FORD RD LEMSWLLE, NC 27023 SIGNED:
0612012017 0
77-
TLuis
R. Lomas P.E. FL
No.: 62514
WOOD FRAMING
OR 2X SUCK
BY OTHERS
o WOOD
SCREW
10 WOOD
SCREW
WOOD FRAMING
OR 2X SUCK
BY OTHERS
1/2- MIN,
EDGE DISTANCE
1 3/8' MIN. I I EMBEDMENT
A-
AX,
1
SHIM
SPACE
EXTERIOR 1! 11 11 11 INTERIOR
VttLl X;AL (;HGS SECTION WOOD
FRAMING OR2X SUCK INSTALLATION NOTES: 1.
INTERIOR
AND EXTERIOR FINISHES, By OTHERS, NOT SHOWN
FOR CLARIT,1, 2 PERIMETER
AND JOINT SEALANT 43Y OTHERS To -BE DESIGNED IN
ACCORDANCE W[TH ASTm E2112 1 3/
8- MIN, EMBEDMENT MIN,
EDGE
DISTANCE
SET IN
APPROVED SEALANT
MN. RENT
MIN,
u,
zMNCE
10 WOOD SCREW
WOOD FRAMING
OR
2X BUCK
By OTHERS sm
REV DEF.
CRP-,*
N DATE APAROwD A ADDED CHARTS
5 REVISED PER
NEW TESTING, c ADDED FLANGE
AND F,,,q Ns-A-ATIOtis 12/00/13 IRL 0 RE"ASED
INSTALLATION I)ETAU 07/30/15 R' L E REVISED INSTAIJ_
ATION 07AILS 17 R.L. 1— 1/4-
MAX.
SHIM SPACE 11—
EXTERIOR JAMS
INSTALLATION DETAIL
WOOD FRAMING OR
2X BUCK II LLATIOPJ im MI WINDOWS
AND
DOORS LLC 6-50 WEST
MARKET STREET GRATZ, IRA 17030
SERIES 420 SGD
96" X 80"
NON —REINFORCED FRAME INSTALLATION DETAILS
DRAWN: F.A. '
08-
00498 02/23N/09
OF 10 C Lz NTSL. ROBL-RTO
LAMAS A.E. 1432 WOODFORD RD
LEWISVILLE NC 27oX 434-688-0$
0.9 SIGNED: 0612012017 c
F, s
Z 4TAT:
OFNLuisR. Lomc!
s
P.E. FL No.: 62514
METAL
STRUCTURE
BY OTHERS
10 EMS OR
SE f DRILLINGLING
SCREW
METAL
STRICTURE
BY OTHERS
1/2' MIN.
EDGE CiSTANCE
1/4" MAX,
SHIM SPACE
3MS OR
DRiLLING
q
ILL TO BE SET IN
A BED OF
PROVED SEALANT
1/2* MIN.
EDGE OiSTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES"
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY,
2. PERIMETER AND JOINT SEAI-ANTBY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
2" WI
EDGE DIST<
J__
flo Sms OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
By OTHERS
CIAIE APPROVM
A tO _SDDED 03/
M PER NEW TESTIN'G '10//'29/13 R.L. 8 RE14SED PER NEW TEST;NG 10/29/13 R.L. ZADDED FLANGE AND FIN ;N5TALLAT;0NS 12/06/13 R.L_
REIASED NSTALLADON GETAkS 07/30/15 R.L.
S-1—Tlll VZIALS .I,/2./ll R.L.
JAhfB INSTALLATION DETAIL
PjL-TAL sTRuc7uRE1P—isTAEATiow
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 420 SOD
96- X SO- NON -REINFORCED
FRAME INSTALLATION DETAILS
CIPAWN, REV
F.A. 08-00498
sc NTS Ae 02/23/09 1-5 OF 10
L ROCERTO LOMAS A.E.
1432 WOODFORD RD LEWISVILLE, Nc Z_om
434,58&-QW9
SIGNED: 061201'2017
TATE OF
0
OPID
ire///J/ONAL
Luis R. Lomas P.E.
FL No.: 62514
RE'ASZONS
1 1/2- MIN 1 Ml14 REV aescRwnoN DATE anaRQV<D
SEPARATION EDGE DISTANCE
A ADDED CHARTS 03/05/12 R,L,
9 R£NSEC) PER NEW 7ESTlriG 10/29/13 R.E..
C IADDEO FLANGE AND FIN 1NSTALATIoNS 72/06/13 , R.L.
1 1/4MIN, e-
EMBEDMENT D REv1SED INSTALLATION Dt TAILS 07/30/15 i R.L. CONCRETE/
a' 1 1/4" PAIN. _ MASONRY ,
a -=-- EMBEDMENT BY
OTHERS 1/4" RcVlSeo
INS7ALlkTKI3d Dtiaays Li6/20/17 j R.i.. MAX
SHIM
SPACE OPTIONAL
1X
BUCK j [ • 1/4' MAX, r- TO
BE y SHIM SPACE PROPERLY
n MSN.
II! iE SECUREDINTERIOR S
L NOTE 3`: EDGE SHEET
DISTANCE
i 3/
16" TAPCON MIN
EXTERIOR
SEPARATION INTERIORi 51
3
SILL TO BE S£T IN t , - A
BED OF APPROVED SEA ANT 3/18 TAPOON .-;. ""-" 3/
16" TAPCON i EXTERIOR I
CONCRETE/MASONRY — BY
OTHERS f
t M
SONRYE OPTIONAL IX BUCK JAMB INSTALLATION DETAIL TO
BE PROPERLY GDNCRETEIMASONRYINSTALIADON BYOTHERSSECURED
3SEE
NOTE 3 SHEET i 1NOTES:
Y . ,
3 /
4' MIN, 4
EMBEDME?. INTERIOR AND EXI FINISHES, BY 07tlERS. NTj
a i MOT SHOWN FOR CLARITY. 2.
PERIMETER AND JOINT SEALANT SY OTHERS TO BE DESIGNED
IN ACCORDANCE WITH ASTAsI E2112 SIGNED:
0612012017 2 /
8" MIN -----J 1„ MIN, Fh41
WINDOWS AND DOORS PLC SEPARATONNEDGEDISTANCE650
WEST MARKET STREET *` k '
0 VERTICAL
CROSS SECTION GRATZ. PA 1703a ti GENs.p% CONCREiF
1aAScuRYtNSTALtaTQfJ SERIES 420 SGO = is r
5 1c FRAME
INSTAUA7SO;3 DETAILS -= TAT OF OtAWN:
owc Nc. REV F.
A. 08-00498 NTS °^
j/23/09 sr:E 5 OF 10 77jI?rI11111\ii L
ROSERTO LOMAS P.E. iUiS
R. Lomas d,E, 1432WOWFORDPCLEWIsv, INC2ra23 FL
No,: 62514 3d-£5&-O'.rQ"J rHCrxcsf'rNbmastw.cbr:a
WOOD FRAMING
OR 2X BUCK
BY OTHERS
110 WOOD
SCREW
100 FRAMING
OR 2X BUCK
BY OTHERS
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLA TfON
NOTES:
1. INTERIOR AND EXTERIOR FINJSHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM EV 12
MIN
iSTANCE
MIN,
RENT
1/4" MAX. j
SHIM SPACE
M
1 3/8" MIN,
EMBEDMENT
I-
1/2' MIN.
EDGE DISTANCE
E SET iN
APPROVED SEALANT
WOQ0 FRAMING
OR 2X BUCK
BY OTHERS
MIN,
KE 19
i ATE i APPRO<I)
A ADDEO CHARTS 03/05/12 R.L.
8 R011SE0 PER NEW TL-SMINC RlL.
C ADDED FLANGE AND FIN INSTALL-AI&ONS 12/06/13 j R-L
F REVISEINSTALLATION GETKLS EV-SEDIIS7 ALIATI- 30/15 E
I REVISED INSTALLAT,0,14 DETAILS 06/20/117 R.L. 1 /
4' MAX, SHIM
SPACE EXTERIOR
JAMB
INSTALLATION DETAIL VMD
FRAMING OR 2X BUCK INSTALLATION MI
WINDOWS AND DOORS LLC 650
WEST MARKET STREET GRATZ,
PA 17050 SERIES
420 SGD 96"
X 80" NON —REINFORCED FLANGE
INSTALLATION DETAILS muwiz-
7C NO. F.
A. 08-00498 CA"
NTS 1— 02/23/09 s sc 7 OF 10 L
RC&ERTO LOMAS RE 1432
WO()OFORO RD LEWISWU E, NC 270--1 434-
r,68-3849 SIGNED.,
0612012017 ZZ
TdTATE
OF
C)
Luis
R, Lomas P.E. FL
No.: 62514
1/2' NIX
EDGE DISTANCE
METAL
STRUCTURE
By OTHERS
10 SMS OR
SELF DRiLUNG
sc ew
METAL
STRUCTURE
BY OTHERS
1/4- MAX,
744
SHU SPACE
10 SMS OR
SELF DRILLING
SCREW
INTERIOR
SILL TO SEE SET IN
k BED OF
kPPROVED SEALANT
11/2- MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL -STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHEPS
NOT SHOWN FOR CLARITY.
2- PERIMETER AND JOINTSEALANT By OTHERS To BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
L-
1/2 `
MIN.
EDGE
DISTANC
PO SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
REvaAlKs
DM 1 DATE
A ZOEO CHARTS G3fC5/t2 R.L.
E REVISED PER NEW TESTING R.L.
ADDED FLANGE AND FIN tNSTALLA.TIONS 12/06/13
REvGED NSTAUATION DETAILS R,L,
REVISED NSTALLA-ioN oE-,,AjLs
JAMB INSTALLATION DETAIL
VEAL STRUCTURE —111STAUATIOT
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 420 SGD
96" X 80' NON —REINFORCED
FLANGE INSTALLATION DETAILS
L. ROBERTO LOAAkS P.E.
1432 WOODFORD RD LEWISVII.LE, AIG 27023
SIGNED. 0612012017
PP
TAT F
Luis R. Lomas P,E.
FL No.- 62514
222m,
CONCRETE/
MASONRY
BY OTHERS
OPTIONAL
1X BUCK
To BE
PROPERLY
SECURED
SEE NOTE 3
SHEET I
3/16- TAPCON
MASONRY/
CONCRETE
By OT, HERS
1 1/2- MIN MA.
SEPARATON -1EDGEDISTANCE
4-
4
A 1 1/4' MIN.
e. EMBEDMENT
1/4' MAX,
S-UM SPACE
3/16- TARCON
EXTERIOR LL--L I ill INTERIOR
1 1/4® MIN_
EMBEDMENTMIN,
EDGE ID
DISTANCE
3"
MIN
SEPARATION
A"I'llwAtm
v
Kv DESCRVRON APPR9,1D
03/05/1T R I
I REVISED PER NEW TESIING
G ADDED FLANCE AND FIN NSTALLXDQNS 12/06/ , 13 R.L.
5 REV ED INSTALLATION DETAILS 07/30/15 F- j R
1-7- REMSED NSTALIADON DETAILS i 05/170/17 IRL
1/4" MAX.
SHIMSPACE
INTERIOR
3/16- TAPOON
EXTERIOR
SILL To BE SET IN
A BED F CONCRETE/MASONRY
APPROVEDED SEA -ANT BY OTHERS
JAMB INSTALLATION DETAIL
OPTIONAL IX BUCK CONCRCTSWASONRY iNSTALLATiON
1- 1/4' MIN,
EMBEDMENT
2 7/6' MIN I' MIA'
S7 CESEPARATIONEDGEEll 'AN
VERTICAL CROSS SECTION
C iC,9 Er&Al4SONRYINSTALLA'nOt4
TO BE PROPERLY
SECURED
SEE NOTE 3 Si I
NOTES
1. INTERIOR AND EXTERIOR FwtsjiEs, sy OTHERS,
NOT SHOWN FOR CLARITY.
2,PERIMETER AND ,)OINTSEALANT BYOTHERS TOSE DESiGIVED IN
ACCORDANCE WITH ASTM E2112 650 WEST
MARKET STREET GRATZ, PA
17030 SERIES 420
SGO 96" X
80" NON -REINFORCED FLANGE INSTALLATION
DETAILS CN-. No.
F.A,
08-00498 0" -' N
T S I— 02/23/09 9OF 10 L, ROBERTO
LOMAS PL 143Z' WOODFORD
RD 4EWISVILLE XC 27023 SIGNED: 0612012017
a 51
TAT OF
E Luis
R.
Lomas P,E. FL No,:
62514
WOOD FRAMING 1/4- MAX Rl-`I`
BY OTHERS SHIM SPACE
REV ocscwa w DATC APPRINZI)
ADDED CHARTS 03/05/12 R.L.
8 WOOD REVISED PER NEW TESTING
SCREW INTERIOR I D/2'51'/ 1 -1 R.
ADDED F'_ANCEANC FIN !NSTA A710NS 3 12/06/13 R._
D REVISED MSTXAATI0N DETALS 07/yu/15 R.L.
2 1 /1 IR I
MIN,
EMBEDMENT
5/8" MA.
I EDGE DIST
APPROVED SEALANT I
BEHIND FIN I4
EXTERIOR TRIM
7/16' MINEDGEDISTANCEIN;TERIOR EMBEDMENT
MASONf2Y/CONCRETE
JAMB INSTALLATION DETAIL BY OTHERS
WOOD FRAMING OR 2X BUCK INSTALLA TION METAL STRUCTURE 1/2- MIN,
1X BUCK BY OTHERS,
By OTHERS EDGE DISTANCE HOOK STRIP 1X BUCK TO BE,
PROPERLY SECURED
APPROVED SEALANT TRIM
BEHIND FIN 1 1/4- MIN.3/16" TAPCON
a wooD
CREW
EMBEDMENT
WOOD FPQA14G EXTERIOR
By
HOOK STRIP INSTALLATION
SOTHERS INTERIOR PANEL ATER LOCK L
1/4- MAX, HOOK STRIP4 MASONRYICONCRETE 7/
16- MIN EDGE,
DISTANCE goigm
SHIM
SPACE #10 SELF DR1UNG INTERIOR
VERTICAL
CROSS SECTION WOF0
FRAMING OR 2X BUCK INSTALLATION FOR
SILL INSTALLATION+ SEE SHEETS 4-9, NOTES:
I.
INTERIOR AND EXTERIOR FINISHES, SYOTRERS, NOT
SHOWN FOR CLARITY. 2,
PERIMETER AND JOINT SEALANT BY OTHERS To BE DESIGNED;
N ACCORDANCE WITH ASTM E2112 2X
BUCK OR WOOD
FRAMING BY
OTHERS TRIM
SCREW
PANEL
EXTERIOR
INTERLOCK HOOK
STRIP INSTALLATION METAL
STRUCTURE 1/
2" MIN. 1
EDGE DISTANCE 1
3/8' MIN INTERIOR
EMBEDMENT 10
WOOD SCREW
PANEL
EXTERIOR
INTERLOCK HOOK
STRIP INSTALLATION 2X
BUCMNOOD FRAt"JG MI
WINDOWS AND DOORS LLC 650
WEST MARKET STREET GRATZ, ?
A 17030 SERIES
420 SGD 96"
X 80- PION —REINFORCED FIN
AND HOOK INSTALLATION DETAILS DPAWN;
F.
A, 08-00498 E 5"
Ll' NTS 10- 02/23/09 S11"ll 10 OF 10 L.
POaEF?TO.'QMAS PC. 143Z
W000i-,RD RD LEMSVILU, NC Z70 V 434-
688,0609 SIGNED:
0612012017 Eil,
51
T
AATEOF A,
Luis
R, Lomas P.F, L
No,; 62514
NOTES:
1 . THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE,
1 WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED To PROPERLY
TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND MASONRY OPENING IS THE
RESPON&BIJ-1Y OF THE ARCHITECT OR ENGINEER OF RECORD.
3. IX SUCK OVER MASONPY/CONCRETE IS OPTIONAL, WHERE lX SUCK IS NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE,
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER Or RECCJRD.
4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN, WND LOAD DURATION FACTOR Cd=l,rl WAS USED FOR WOOD ANCHOR
CA LCULATIONS,
5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5.
6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS,
7. APPROVED IMPACT PROTECTIVE SYSTEM a_EZQS) FOR THIS PRODUCT IN WING, BORNE
DEBRIS REGIONS,
8, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9, DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO
NOT REQUIRE WATER INFILTRATION RESISTANCE.
OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT
0. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MAIMUM EMBEDMENT 1,70 SUBSTRATE, LOCATE
ANCHORS AS SHIOWN IN ELEVATIONS AND INSTALLATION DETAILS.
ll_ FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCON'S WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT :NTO SUBSTRATE WITH l- MINIMUM EDGE
DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL,
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION Dt-Tkl-S.
13. ALL FASTENERS TO BE CORROSION RESISTANT.
14. INSTALLATION ANCHORS SHALL. BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INS7AL3ATION ASTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH, STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF C=O,42
6, CONCRETE MINIMUM COMPRESSIVE STRENGT H OF 3,192 PSI,
0. MASONRY STRENGTH CONFORMANCE TO ASTM C-SO, GRADE N, TYPE 1 (OR GREATER).
0, METAL STRUCTURE: STEEL ISGA, 33KSI OR ALUMINUM 6063-T5 .048" THICK MINIMUM
15. APPROVED CONFIGURATIONS: OX, xO' xx, xp, Px, KIP, PIX
TABLE OF CONTENTS
SHEET NO DESCRIPTION
I NOTES
2 - 3 E-EVATIONS
4 - 10 INSTALLAIION DETAILS
APPRIL<D
A ADDED FLANGE AND FIN INSTALLATION R. L
B REVISED INSTALLATION DETAILS iREVISEDINSTALLATIOND7AtLS /27 R.L-
SIGNED- 0612112017
Ml WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 420 SOD REINFORCED WITHOUT ADAPTER
96" X 96"
2Z* - 51
NOTES OF
axeuo. RU
scat
b8-02249 C
AL
NTS 10 /30/13 10
ROBERTO LOADS P.E.
1432 WOC';I RO i EWISIIILI-E. NC 17= Luis R. Lomas P.E.
434-6,9$-0609csm FL No.: 62514
96" MAX FRAME WIDTH
2) ANCHORS PER LOCATION
SEE CHART #3
FOR NUMBER OF LOCATIONS
RZOURED
6" MAX 17' MAX
MAX
6" MAX
T-
I
MAX
FRAM E
HEiGHT
MAX
I
SERIES 420 SGD REINFORCED WITHOUT ADAPTER
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
35.0PSF NONE
SEE CHARTS 01 AND #2 FOR OTHER UNITS RATINGS
NOTES:
I- MAXIMUM PANEL SIZE: 48 1/2' x 95'
2. MAXIf4UAfD.L.O,:445,8,x90&a,
HARDWARE SCHEDULE
1) FLAT MOUNTED HANDLE SET {99-04-1451' AT 38 3A"4N CENTER FROM PANEL BOTTOM'
3. 1 (1) METALLIC TANDEM ROLLERS (99-117-195) AT EACH END OF PANEL BOTTOM RAILS
j-UMINU- (I.-J6 REIIFCRC11 NT AT ALL PANEL NTERLOCKS
CHART#y
WHERE WATER INFIL TRA TION RESISTANCE IS REQUIRED.
CHART art
WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED,
SEE NOTE 9 SHEET i
CHART .*
DATE AP?RWCD
ADDED FLANGE AND FIN INSTALLATIONry 12/10/13 R.L,
REVISED INSTALLATION DETAILS 08/05/15 R.L.
REVISED INSTALLATION SE-,ALS 05/2,/17
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 420 SGD REINFORCED WITHOUT ADAPTER
96" x 96" 1 ELEVATION
V LL, 0181— 02249 C
E'
9
HTS TES _ L111E 5"""2 _0F 10
L. ROBERTO LOMAS PE
1a32'AOOOFORD RD LEWISOLLE, NC 27027
SIGNED: 0612112017
E N
nj
4C'R%D'
Luis R. Lomas P.E.
FL No,: 62514
96" MAX FRAME WIDTH
1) ANCHOR PER LOCATION
AT HEAD & JAMBS
SEE CHART #4
FOR NUMBER OF LOCAT',ONS
R
I
EQUIRED
6- MAX 17"'MAX
0 C,
17" MAX
96"
MAX
FRAIV-
HEJG T
MAX
2) ANCHORS PER LOCATION
SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL
EX TERIOR VIEW SEE CHART #4
FOR NUMBER OF LOCATIONS
DESIGN PRESSURE RATLNG IMPA C T RA TiNG REQUIRED
t35,OPSF NONE
SEECHARTS #1 AND #2 SHEET FOR OTHER UNITS RATINGS HARDWARE
SCHEDULE PLAT
NTED - ON CENTER FROM PANEL BOTTOM Al0, M HMOLESET(99-04-145)AT38314 B. (
1) hIETALLIC TANDEM ROLLERS (99-, 7-195) AT EACH END OF PANEL BOTTOM RALS C.
ALUMINUM 6063-T6 RENFORCEWENT (668) AT ALL PANEL INTERLOCKS wc
APPRIO V[0 A
ADDED FL ANG-E A -NoRN INSTALLATION 12/10/13 R.L. R
18ROASEDINSTALLATIONDETAILS08/03/15 c
REUSED -INSTALLAT,ION DFTpjLS 06/21 /, 7 R.L. NOTES;
1.
hfAXIMOU PANEL SZE., 48 1,12'x 95' 2.
NIAXLVUP.4D.L.O,:44S(d'x905l3- plionm
SIGNED:
06121,2017 MI
WINDOWS AND DOORS LLC 650
WEST MARKET STREET 0 GRATZ,
PA 17030 SERIES
420 SGD REINFORCED WITHOUT ADAPTER 9
6" X 96" FIN
ELVATION TAT OF 4UWN
RfV OS-
02249 3-
0 NTSOATZ - Q/ /" 13 1--3 OF 10 jI 1, L
ROSERTOLOt,4ASP.E. 1432
WOODFORD RD LEINISViLLC, NG 27023 Luis R. Lomas P.E, FL
No; 434-668-0609 62514
1/2' MIN,
EDGE DISTANCE
WOOD FRAMING 1 3/8' M}N.
OR 2X SUCK EMBEDMENT
BY OTHERS
4
1/4-
SHW
fl O 'WOOD SPACE
SCREW
10 WOOD
SCREW
WOOD FRAMING
OR 2x BUCK
By OTHERS
EXTERIOR 1 INTERIOR
VERTICAL CROSS SECTION
060 FRAMING OR —2X5UCK 1MS7ALLATlol
NOTES:
IANTERIOR AND EXTERIOR F)NI$HCS, BY OTHERS,
NOT SHOWN FOR CLARITY.
2, PERIMETER AND JOINT SEALANT BY OTHERS To BE
DESIGNED IN ACCORDANCE WITH ASTME21 I.,
SILL TO BE SET IN
A BED OF
APPROVED SEALANT
N
IIN,
tuuc DISTANCE
RV17SIONS
REV I DESMPT" I DATE APAPRUVIED
A ADDED FLkNGE AND TIN INSTALLATIIN 12/10/13 R.L.
8 REASED WSTIALLATION DETAILS Tal--3115 R LR,L
ET7AILS RA - REVISED INVIALLATION OI7
1 3/8" mN' — i /4" MAX,
EMBEDMENT I 54M SPACE
7— INTERIOR
1/2' MIN.
EDGE DISTANCE
9
10 WOOD --- LIIll SCREW
J— EXTERIOR WOOD
FRAMING —/ OR
2x SUCK JAMB INSTALLATION DETAIL BY
OTHERS SIGNED:
0612112017 MI
WINDOWS AND DOORS LLC 650
WEST MARKET STREET GRATZ,
PA 17030 SERIES
420 SOD REINFORCED WITHOUT ADAPTER 96-
X 96" FRAME
INSTALLATION DETAILS tAfrO`F DRAWR
owc NO, OR %v'r, V.L.108-02249 C N
T S -lATZ IG/30/1'3 4 OF I O L.
RO&ERTO LOMAS P.E. 143Z
V,17$3D AD LEW7SVjLL,--' NC Z7OZ3 Luis R. Lomas P.E. 234-
158$-M9 a FL No.: 62514
METAL
STRUCTURE
SY OTHERS
1/2- MIN.
EDGE
DISTANCE1/4' MAX,
SHW SPACE
EXTERIOR NTERIOR
SILL TO BE SET IN
A 6E[) OF
APPROVED SEALANT
10 SMS OR
SELF DRILLING
SCREW
METAI
STRUCTURE
BY OTHERS
1/2' MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
tat:AZ —smucruRE itvsFATIA T;3N
NOTES:
1, INTERIOR AND EXTERIOR FINISHES, By OTHERS,
NOT SHOWN FOR CLARITY,
2 PERiMETER AND JOINT SEALANT BY OTHERS To BE
DESIGNED fN ACCORDANCE WTH ASTM E2112
i
1/2- MII
EDGE DtST<
L—
10 SPAS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
ADDED FLANGE AND FN NSTALIATION Q/ R.L.
REVISED INSTALLATION DETAJLS G8/03/15 R.LF
L C RE,qSED INSTALLATION DUAILSR.L.
JAMB INSTALLATIOPJ DETAIL
T4FAL STRUCTURE liSTALLATIOW
SIGNED: 0612112017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET N . . .
GRATZ, PA 17030 Y
SERIES 420 SOD REINFORCED WITHOUT ADAPTER 1 51
96" x 96"
FRAME INSTALLATION DETAILS p TATE OF
DRAWL VWG NO.
GV.L 08-02249 c LqSl Kati
1
ONAL
10/30/1
L. ROBLRTO LOMAS P.E.
14,32 A'O'l-DrORD RDLEWSVILLE, NC 27= Luis R. Lomas P.E.
4-14-M-QC-09 FL No.: 62514
P-1w,10145
1 1/2" MIN
SEPARATION
1" MIN,
EDGE DISTANCE
4 1 1/4- MIN,
CONCRETE/ .........
EMBEDMENT
MASONRY i
BY OTHERS 1/4' MAX.
OPTiONAL
SHIM SPACE
lX SUCK
TO BE
PROPERLY
SECURED
E NOTE: 3
SHEET 1
3/16- TAPCON
31116- TAPCON
MASONRY/
CONCRETE
BY OTHERS
EXTERIOR INTERIOR
SILL TO BE SET IN
A BED OF
APPROVED SEALANT
A ---7-jF----- --------- I-
4. 1 /4" MIN -
EMBEDMENT
2 7/8- MIN MIN.
SEPARATION EDGE DISTANCE
VERTICAL CROSS SECTION
C0 JCRETE1MAZS0NRY INSTALLA ilON
REV DESCWTPON 01ATLE 11'
DADDED FIANCE AND F11,1 jiSTA-LL—A,104N 12/10/13 R.LR.L. LEROVISEDINSTALLATIONDETAILS0" F/jr08/03/15
APPROVED
R.L.
RE'ASED INSTAL LATJON DETAILSN iE06/2 1/l 7 rRl, L
1/4' VAX,
SHIM SPACE
MIN. INTERIOR
EDGE
DISTANCE L
101 1 : -------- — --
3
MtN
SEPARATION
3/16' TAPCON EXTERIOR
CONCRETE/MASONRY
By OTHERS JAMB INSTALLA TION DETAIL
OPTIONAL 1 X BullK 7L)NCRETEIMASOARY 7NSTALLA nON
TO BE PROPERLY
SECLIRED
SEE NOTE 3 SHEET 1
NOTES:
I. INTERIOR AND EXTERIOR FINISHES, By OTHERS,
NOT SHOWN FOR CLARITY,
2, PERIMETER AND JOINT SEALANT BY OTHERS TO SE -
DESIGNED IN ACCORDANCE WITH ASTM E2772 SIGNED: 0812112017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 170.30
SERIES 420 SOD REINFORCED WITHOUT ADAPTER Z451
FRAME INSTALLATION
DETAILS 96" x
96" zz TAT
0F0NTS
08-
02249
C 112NAC J'
TE10/30/1-3 1--6 OF io /jIITIo0" L. ROBERTO
LOMAS PZ 1<2
WOODFORD RD LEWISVILLE, NC ZO23 Luis R. Lomas P.E. 4345315-060
FL No,: 62514
1/2" WN,
EDGE DISTANCE
WOOD FRkVflN- 3/8- MIN,
OR 2X 8 c i EMBEDMENT
BY OTHERS
1 /4- VAX
SHIM SPACE
10 WOOD
SCREWS
ro BE SET IIN
3 OF
VED SEALANT
10 WOOD
SCREW
WOOD FRAIMIr<
OR 2X BUCN
BY OTHER
MIN.
RENT
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK jNSTALLADGrj
NOTES:
1, WTERJOR AND EXTERIOR FINISHES, By OTHERS,
NOT SHOWN FOR CLARITY,
2- PERIMETER AND ,JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH AS TM 62112
1 3/8- MIN
EMBEDMENT
1/2- MIN.
EDGE DISTANCE
I0 WOOD
SCREWS
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/4' VIAX,
SHIM SPACE
REIAS$Ghs
APPROYM
A ADDED FLANi3F AND RN INSTALLATION 12/10/13 R.L
Rt-SE. II.TALIAII.. DET11
9
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X SUCK )NS A71ON
SIGNED; 0512112017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, RA 17030
SERIES 420 SOO REINFORCED WITHOUT ADAPTER
96" x 96,
FLANGE INSTALLATION DETAILS S
0cvcno. REV
V,L 08-02249011-02249 010NAL N" S—_CA:'N T! 3 7 OF 10
RD LEM6VU-LE, NC 27= L Luis R. Lormos P,E,
FL No.: 52514
1/2' MIN,
EDGE
DISTANCE
METAL
STRUCTURE
BY OTHERS
10 EMS OR
SELF DRILLING
SCREW
M ETAL
STRUCTURE
BY OTHERS
1/2' MIN,
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL _STRUCTURE IN67-ALLATGN
NOTES:
I. INTERIOR AND EXTERIOR FftSHES, ByOTHERS,
NOT SHOWN FOR CLARITY,
2. PERIMETER AND JOINT SEALANT BY OTHERS To BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
1/4" MAX.
SHIMSPACE
10 SMS OR
SELF DRILLING
SCREW
1 TO BE SET iN
BED OF
PROVED SEALANT
A-
1/2'
MIN,
EDGE
DiSTAN(
METAL
STRUCTURE
BY OTHERS
I /.- I'll
DESCRPTiON APPROVED
ADDED FLANGE AND FIN INSTALLATION R.L
8 i REASED INSTALLATION DETAILS 08/03/15 R,L
C REVISED INSTALLATION DETALS I R.L
JAMS INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 420 SGD REINFORCED WITHOUT ADAPTER
96- x 96"
FLANGE INSTALLATION DETAILS
V.L. 08-02249 C
NTS JOA-1c 10/30/13 Is"zz"8 OF 10
L. ROSENTOLOMASIPE,
SIGNED: 0612112017
i';o TA OF
41
Luis R. Lomas P.E.
FL No-: 62514
1 1/2' MIN 1- MJN.
SEPARATION EDGE DISTANCE
f
1/4 MIN.
CONCRETE/ 4 q. , EiABEDMENT
MASC-NRI
BY OTHERS MAX,
SHIN SPACE
OPI IONAL
IX BUCK
TO BE
PROPERLY
SECURED
SEE NOTE 3
SHEET I
3/16- TAPCON
EXTERIOR Li_i L-JJ INTERIOR
SI: -L TO BE SET IN
A BED OF
3/16" TAPCON
APPROVED
MASONRY/
CONCRETE
BY CT -!Efts
T
1 1/4' MA,
EMBEDME,T
2 7/8- MIN, MIN -
SEPARATION CEOCE ISJANCE
VERTICAL CROSS SECTION
3Q-GRETEIMASONR-e INSTA2JT,N
RCI
DATE
A ADDED Fw r AND FiN NSTALLATION 12/70/13
REIASED INSTALLATiON DETAII-S R.L.
C ROASED ASTALLATION DETAILS
1 1/4" Mx
EMBEDMENT
MAX.
SHIM SPACE
MIN
EDGE
DISTANCE I3 I
3
1
MIN,
SEPARATION
p it
a; 3/16- TAPICON
CONCRETE/MASONRY
By OTHERS
OPTIONAL IX RUCK
TO BE PRIDPERLy
SECURED
SEE NOTE 3 SHEET 1
8
9
INTERIOR
I.— EXTERIOR
JAMS INSTALLATION DETAIL
Ell-SONRY It STZL Floo
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, By OTHERS,
NOT SHOWN FOR cLARjTy_
2- PERIMETER AND J0)NT SEALANT BY OTHERS To RE
DESIGNED iN ACCORDANCE VVITH ASTM E2112
Ml
SIGNED: 0612112017
WIND777"AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 420 SGD REINFORCED WITHOUT ADAPTER f* 96" X 96"
FLANGE INSTALLATION DETAILS ffiJAf CF
L4 A,
REV
Y.L.
Cxc a.
OS-02249
acku NTS mare 10/30/13 Sn s9 OF 10
L. ROBERTO -10,UAS P.E.
1432 WOODFORD RO LEWISVILLE, tic 27023 LwIs R. Lomas P.E.
434-6819-060,9 FL No,: 62514
rmHMAI
By OTHEF
EMS,
AJFPROL
SEALA
BEHiN,D
8 wouu
SCREW
APPROVED
SEALANT
BEHiND FdN
8 WOOD
SCREW
7/16" MIN
EDOE DISTANCE
EXTERIOR
7/16' MIN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WCjO FRAMING OR -2XBUCK INSTALLATION
1 1/4" MIN,
EMBEDMENT
WOOD
FRAMING
By OTHERS
11/4" MAX,
SHIM SPACE
VERTICAL CROSS SECTION
050 FRAMING OR ZX BUCK INSTALLATION
FOR SILL INSTALLATION SEE SHEETS 4-9.
REV 7—
DATE AppRollu
A i ADDED FLANGE A90 PN iNsTALLA-ioN 12/10/13 R.L.
R01,SE0 I.STALIAMIN 1--lAll 08/03/15 F-
C RIE"ISED INSTALLATION DETAIiS C6/21/77 R- 5/
8' MIN DiST.
TRW
4 INTERIOR
1
1 1/4' MIN. EIABEOMENT
MASON
RY/CONCRE7E BY
OTHERS IX &
JCK By OTHERS, HOOK
STRIP lX BUCK TO BE PROPERLY
SECURED 1,
3/16" EXTERIOR
PANEL
INTERLOCK HOOK
STRIP INSTALLATION MASONRYGONCRETE
1/
2- MIN, MEAL STRUCTURE EDGE
B OTHERS TRIM
EDGE
DISTANCE INTERIOR
1
3/8- MIN. EMBEDMENT
HOOK
STRIP HOOK
STRIP 10
SELF DRILJNG SCREW
IF10WOOD ;j SCREW -
llljl PANEL EXTERIOR
INTER'-QCK EXTERIOR
PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK
STRIP INSTALLATION METAL STRUCTURE 2X
BUCWWOOD —FRAMING SIGNED: 0612112017 MI
WINDOWS AND DOORS LLC 650
WEST MARKET STREET kLo GRATZ, PA
17030 "'r, E N 1 SERIES 420
SGD REINFORCED WITHOUT ADAPTER 51 96" x
96" hair NOTES: NAILFIN &
HOOK
IMSTALLATION DETAILS :7-* TAT OF 7. INTERIORAND
EXTERIOR FyvisHEs, By OTHERS, NOT DRAWN; DWC
NO.
REV fi L-, ...... V•
L.
SHOWNFORCL4RITY, 2 PERIMETERANDJOINTSEALANTUY OTHERS
TO BE Oa-02249 f
ONAL NTS tAlE
lr)
1-,,n1i,; 5'' 10 OF /,,I '
o DESIGt4EDWACCOROANCE WtTHASTME2112 10is/ I I; i 1432 V"OODf-
ORD RD Z7023 L jls R. Lornas P.E. 434-i546-060
FL No.: 62514
IRCVtA4K"R'T :A.DZI, "'
ll— DATE APPRO<D
03/06/12 R.L.
8 R---,ISED PER NEW TES71NG 10/155/13 R_
7H1 E PRODUCT SH9WN HEREIN IS DESIGNED AND MANUFACTURED 7 COMPLY WITH EC JJA DO FD FL—ANGGE T- 12/C--6/13 Rl-
REQUIREMENTS OF THE FLORIDA BUILDING CODE, o REASOD NSTAUAI DETA;,LS 0805/15 RA- 2,
WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY E REVISED INSTALLATION D-ETAILS 06/22/77 R,L. TRANSFER
ALL LOADS TO STRUCTURE, FIRM -AI AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD. 3-
1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE lX BUCK IS NOT USED DISSIMILAR
MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION
OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER
OF I 4.
ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN
HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
5.
FRAME IMATERLAU EXTRUDED ALUMINUM 6063-T5. 6.
UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY G-ASS. 7.
APPROVED IMPACT PROTECTIVE SYSTEM FOR THIS PRODUCT IN WIND BORNE DEBRIS
REGIONS. 8,
SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE
OF 1/16" OR -GREATER OCCURS. MAXIMUM, ALLOWABLE SHIM, STACK TO BE 1/4-, 9.
DOOR ASSEIMEIUES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 DO NOT
REQUIRE WATER INFILTRATION RESISTANCE, OVERHANG
RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10.
FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBS-TRATE. LOCATE ANCHORS
AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 11,
FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO
ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 'I" MINIMUM EDGE DISTANCE
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12.
FOR ANCHORING INTO METAL STRUCTURE USE #10 $M$ OR SELF DRILLING SCREWS WITH SUFFICIENT
LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL, LOCATE
ANCHORS AS SHOWN IN ELEVATIONS A.ND INSTAL-ATION DETAILS. 13,
ALL FASTENERS TO BE CORROSION RESISTANT. 14.
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 BELOW: A.
WOOD - MINIMUM SPECIFIC GRAVITY OF G= 0.42 B.
CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI, C.
MASONRY STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE I (OR GREATER). SIGNED.- 06122,12017 D.
META,- STRUCTURE: STEEL 15GA, 33KSI OR ALUMINUM 5063-T5 THICK MINIMUM 048" 15,
APPROVED CONFIGURATIONS: XIX, MI WINDOWS ANb DOORS LLC 650
WEST MARKET STREET Ns GRATZ,
PA 17030 E t4' SERIES
430 SGt) 143'
x 80- NON REINFORCED NOTES
TAi OF r0
TABLEOFCONTENTSISHEETDRAWREvfi
NO, ]
DESCRIPTION F.A. 08-00502 E I
NOTES NTS IIATr 02/23/09 sKcer 1 OF 9 2
sLIDVATION L, ROOLA 70 LOMAS P E. 14-
V VIVOOFOADRD LEW16VX14 NC Z7023 Lvis R. Lomas P.E. 434-
638-OW9 av c FL No.: 62514
8,54ohs
143" MAX FRAME 'WIDTH
2' AN -'HORS PER LOCATION
SEE CfiART #3 FOR
NUMBER OF LOCATIONS
REQUIRED
6" MAX 17'MAX
I O.C.
6- MAX
6MAX 7"
MAX 801,
J.G. MAX
RAKE
I
CH 7 6-
VAX SERIES
430 XIX SGO EXTERTO-
R7ZE—IN DESIGN
PRESSURE RATING IMPACT RATiNG NONE
SEE
CHARTS ,g) AND 02FOR OTHER ON)TSRATINGS NOTES: 1,
MAX11MUM
PANEL SOE: 48112'x 79' Z MAXA4UM
0. L.O,: 44 X4' x 74 X,5' HARDWARESCHEDULE
1(1)
FLAT MOUNTED HANDLE SET (99-04-1 5)AT38314'F R(Olt,4PANIELBOT-TO-,M III} METALLIC
TANCEIA ROLLERS (99-17-195) AT EACH END OF PANS- DOT -TO ARAILS DZSCRFT*k
DATE APPRO10 A ADDED
CHARTS 03/06/12 RL REVISED PER
NEW TESTNG R.L. C ADDED
FLANGE NSTALUATIONS 72/06/13 D jEliSED
INSTALLATCN DETAILS 08/05/15 R_L. E REVISED
INSTALLAT)ON DE-AJLS 76/22/17 R.L. CHART#f
INHERE WATER
INFIL TRA DON RESISTANCE IS REQUiRED SEE NOTE
9 SHEET i Design pressure
chart (psf) Frame SIngle,
Panel and Total Frame AfIdth ('1n) I-leight —
30-0
3&00 4Z_0 47,7 7 0
3.00 in) 90,00 10&30 126,00 143.00 eS Pus
MegPoNegposNegPosNeg0 0 0,
0 '0'0 30,0 40.0 [_ 40O 48.0 40,0 412 40,0 40,0 10,0 loo VgS CHAPT#2 WHERE
WATER INFiLTRATJON
RESISTANCE !SNOT REQUIRED SEE NOTE 9
SHEET I Design pressure chart (
pst) Frame &-Igle panel
and Tots, Frarre Width (in) Height '341,0
42,0 47,7 0, '.0 1,
26.20 1410n.9 p
Q'i -1 N in) 30 09
Res
Neg
P.90 o5954I5148043.2 1 43.2 1 40.0 ] zo 0 CHART * Member of
anchor
locations required Frame &Ve Panel
and Totat Frarne VVidlth (in) height 30,0
36.
0420 47.7 in) 90,0
1030
126,0 143,0 H&S Jamb
H&S Jamb H&S Jamb I H&S Jamb 80.0 1_
6 ---- f 5 1 7 5 & 5 9 5 SERIES 430 SGD
143" x 80-
NON REINFORCED ELEVATION DPP : Rtv
F.
A.
08-
00502 E NTS -10"" 02/
23/09 r 2 -7F 9 L ROBERT040MASAE 14?
2 V1000FORD
RO LENISVILLE, NC 27OX SIGNED: 06122120 17
0 F Luis
R,
Lomas ?,
E. FL No,: 62514
WOOD FRAMING
OR 2X SUCK
BY OTHERS
P 0 WOOD
SCREW
10 WOOD
SCREW
WOOD FRAMING
OR 2X SUCK
BY OTHERS
cwL via o nr—z
VERTICAL CROSS SECTION
W05D FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY,
2. PERIMETER AND jOINTSEALANT BY OTHERS TO BE
DESIGNED IN ACCORCANCEINITH ASTM E2112
N
ll 3/8' MIN.
EMBEDMENT
wN.
EDGE DISTANCE
MIN. SCREW
ENT '
WOOD FRAMNG
OR 2X BUCK
BY OTHERS
1/4" MAX,
SHM SPACE
REV DESCRPTiON DATE APPROVTD
A ADDED CHARTS
8 RVASED PER NEW TESTXG 10/15/13 R.L
LA"WCADDEDt1E INSTALLATIONS t 2106113 j R, L,
0 1 REVISED INSTALLATION DETAILS 45/06/15
F RE-IS1. INSTALLATION pET.LS 06/22/,7 E RJ-
JNTERJOR
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR ZX BUCK INSTALLA TION
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 430 SGD
143" x 80' NON REINFORCED
FRAME INSTALLATION DETAILS
op.-WN.
F.A. 08-00502
sc"'z NTS laws - -02/23/09 IS4&3 OF
L ROBERTO LOMAS P.E.
1432WOOOFORDROLEW)SVLLE,14C27023
SIGNED,- 0612212017
DEN
z,;0VT TE 0,
F-
E ONAIL \S'
Luis R. Lomas P.E-
FL No.: 62514
METAL
STRUCTURE
By OTHERS
10 SMS 05
SELF DRILLING
SCREVI
METAL
STRUCTURE
BY OTHERv
1/2' MIN.
EDGE DISTANCE
1/2- MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
I, INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOF? CLARITY
2. PER114ETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE INITH ASTAf E2112
1 /4' MAX.
SHIM SPACE
1/2' MIN,
10 SMS OR
EDGE DISTANCE
SELF DRk-JNG
SCREW T -
INTERIOR 10 SMS OR
SELF DRiLUNG
SCREWS
SiLL TO BE SET IN
A BED OF APPROVED
SEALANT
METAL
STRUCTUREInBYOTHERS
1/4" MAX,
SHIM SPACE
DATC APPRDtEo
A ADDED CHARTS 03/06/12 R.L.
8 REVISED PER NEw TESTNIG I IC/15/13 R,L.
C ADDED FLANGE INSTALLATIONS 12josji3 R.L.
0 REVISED INSTALLATION DUALS R.-
E RZIISED INSTALLATION DETAILS 06/22/17 R-
JAMB INSTALLATION DETAIL
IETAL STRUCTURE INSTALLATION
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, FA 17030
SERIES 430 SGD
143" x 80" NON REINFORCED
FRAME INSTALLATION DETAILS
DRAWN; Qwc NO.
A708-00502 N
T S DATE — TD`4 OF 9 62/23/0 02/23/091 L
P08ERTO LOMAS P.E. 1432
W000F0iW ROLEWIS 1,aL4-C, NC 27023 SIGNED:
0612212017 0
E
tv TAYF
0 F z: NAL
I
ji I 0' Luis
R. Lomas F.E. FL
No.: 52514
CONCRETE/
MASONRY
BY OTHERS
OPTIONAL
lX BUCK
TO BE
PROPERLY
SECURED
SEE NOTE 3
SHEET I
3/16' TAPCON
MASONRY/ -
CONCRETE
BY OTHERS
1 1/2- MIN I" MIN,
SEPARATION EDGE DISTANCE
1 1/4- MIN.
4
1/4- MAX.
SHIM SPACE
3/15" TAPCON
1 1/4" Nift
EMBEDMENT
1/4' MAX.
SHIM SPACE
M'N, pbEDGE
STANCE
3
MIN.
SEPARATION
it
3/16- TAPCON
EXTERIOR
SILL TO BE SET IN
A BED OF APPROVED
SEALANT
CONCRETE/MASONRY
BY OTHERS
14 -,/44" MIN,
EMBEDMENT
4
2 7/8" MIN.. 1" MIN,
SEPARATION 7OG-t- DISTANCE
VERTICAL CROSS SECTION
CONDRETVMASONRY INSTALLATION
REVISIONS
REV DATE
A ADDED CHARTS S 03/05/12 R.L.
8 REVISED PER NEW TESTING,
C ADDED FLANGE INSTALLATIONS 12/06/-,3 R'-:
0 RE-vlSED iNSTALLATtoN DETAILS 03/05/15 R.L
E RVASED INSTALLATION DETAJLS 06/22/17 i P.L
may,
3
JAMB INSTALLATION DETAIL
OPTIONAL 'X BUCK CONCRE-161MASONRY INSTALLATI'ON
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET 1
NOTES:
1. INTERIOR AND EXTERIOR FINISHES. BYI)THERS
NOT SHOWN FOR CLARITY,
Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH A S TM E2112
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 430 SGO
143" x 80" NON REINFORCED
FRAME INSTALLATION DETAILS
DRAWN: ffvtG NO.
F.A. 1 03-00502
SCA'E NTS 02/23/09 1--5 OF
L PODERTO LOMAS;,. E,
SIGNED: 0612212017
A OF
0
Luis R. Lomas P.E.
FL No.: 62514
1/2' MIN,
EDGE DISTANCE
WOOD FRAMING
3/8' MJN.
EMBETMENT
OR 2X BUCK
BY OTHERS
7.Al
SHIP,
10 WOOD SPACE
SCREW
o WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
EXTERIOR h I INTERIOR
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK !NSTALLA TION
NOTES,
1. IN'TER)OR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARiTY.
2. PERIMETER AND JOINT SEALANT BY OTHERS To BE
DESIGNED INACCORDANCE WIT HASTM E2112 SET
IN APPRUVED
w
1
3/8- MIN. EMBEDMENT
i
1/
2' MIN. EDGE
DISTANCE 10
WOOD SCREW
WOOD
FRAMING OR
2X BUCK BY
OTHERS 1/
4' MAX, SHIM
SPACE DATE
APPROVED rA
ADDED CKkRTS ZER03/D6/12 R.L. a
REVISED SENEW TESTING 3 10/15/13 R I R,L, RANGE
MSTALLATIONS S 12/06/13 R.L. E
REVISED
INSTALLATION DETNLS 08/05/15 R.L REVISED
NSTALLATiON DETA,L5 06/22/17 R.L. JAMB
INSTALLATION DETAIL WOOD
FRAMING OR 2X BUCK INSTALLATION MI
WINDOWS AND DOORS LLC 650
WEST MARKET STREET GRATZ,
PA 17030 SERIES
430 SOO 14.
3- x 80- Z REINFORCE[) FLANGE
INSTALLATION DETAILS mwcl
F.
A. 08-00502 02/
23/09 S 6
OF 9 L
ROBERTO LOMAS P.E. 1432WOODF,
ORORD,FWJSVILLE,NC2702J 434-
6W-0009 SIGNED:
06122120 17 Or-
5'
Luis
R, Lomas P,E. FL
Na.: 62514
ME -AL
STRUCTURE
BY OTHERS
METAL
STRUCTURE
BY OTHERS
1/2' MIN,
EDGE DISTANCE
1/2" MINI.
EDGE DISTANCE
VERTICAL CROSS SECTION
bfETAL STRUCTURE INSTALLATION
NOTES;
I - INTERIOR AND EXTERIOR FINISHES BY OTHERS,
NOT SHOWN FOR CLARITY,
Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCOPDAVCE W,1774ASTM E2112
1 /4' MAX.
SHIM SPACE
OR
LUNG
L TO BE SET IN
3E6 OF APPROVED
LANT
kcpNON5
Ky CAIC APRROVED
A ADDED CRARTS_ 03/06/12 R-
8 REVISED PER NEW TESTIING 10/15/13 R'L'
C ADDED FLANGE INGALLATONS 12/06/13 R.L
D REVISED JNSTALLAT#ON DETAILS 05/05/15 R.L,
1/4" MAX. E REVISED NSTA,.LkTl0N 0E7AlLS 06/22/17 R.L.
SHIM SPACE
1/2'
MiN.
EDGE INTERIOR
DISTANCE
po sms OR
SELF DRILLING
SCREWS
METAL
I
STRUCTURE
BY OTHERS µEXTERIOR
JAMB INSTALLATION DETAIL
META, STRUCTURE bNSTALLA7`Ialj
Ml WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 430 SGD
143" x 80' NON REINFORCED
FLANGE INSTALLATION DETAILS
DRAWM Lwc NO. Vcq
F.A. 08-00502
5cNTS 17 7 02/23/09 1' 7 OF 9 L.
ROERTO 40MAS PZ 1432 WOODFORD
110 LEWtSVjLL--, NC 270= 434-638-
009 = SIGNED: 06122,
2017 51 TATE
OF
2,* A/
0 R kl Luis R.
Lomas P.F- FL No.;
62514
1 1/2- MIN wN.
CONCRETE/ SEPARATION EDGE DISTANCE
MASONRY
BY OTHERS
4 1 MIN,
4, EMBEDMENT
4
OPTIONAL
IX BUCK
TO BE
PROPERLY
SECURED
1/4- MAXSEENOTE3
SHIM SPACESHEET1
3/16- TAPCON
1 1/4- MIN
EMBEDMENT
MIN,
EDGE
DISTANCE
MIN.
SEPARATION
3/16- TAPCON
3/16- TAPCON
SU TO BE SET IN
A BED OFF APPROVED
SEALANT
CONCRETE/MASONRY
MASONRY/ 1 1, BY OTHERS
CONCRETE
BY OTHERS
T.-
MhN.
EMBEDMENT
2 7/8' MIN, 1 1 I' MIN
SEPARATION EDGE DiSTANCE
VERTICAL CROSS SECTION
C014CRETEIMASONRY iNSTALLA TION
1/4' MAX.
SHIM SPACE
01`710NAL IX BUCK
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET I
suvrsares
DATE
A ADDED CHARTS C3/06/12 R-
8 REVISED PER NEW TESTING
C ADDED FLANGE INSTALLATIONS 12/06/13 R.L,
Cl P-DISE0 INSTALLITON DETAILS 08 Gtl/15 R.L.
E R
JAMS INSTALLATION DETAIL
CONCRIFTEIMASONRY INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY
2- PERIMETER AND JOINT SEALANT BY OTHERS To BE
DESIGNED W ACCORDANCE WITH ASTM E2112
SIGNED. 0612212017
Ml WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 430 SOD 1
143" x 80' NON REINFORCED t
FLANGE IN51ALLAT30N DETAILS TAT E OF
DRAB: xc
0
REV
F.A. 03-00502 E
NT$ OATE 02/23/09 8 OF 9
L ROBERTO LOMAS P.E.
Luis1432V000FORDADLCv'l;SVtLLE"vc 27423 R. Lornas P,E.
434-686-060 lliaru sc"'S'— FL No,: 62514
R"SoNs
1 5/8MIN EDGE
07S'I. TRIM
4 INTERIOR
MASONRY/
CONCRETE BY
OTHERS HOOK
STRIP A
1 1/4- MIN. EMBEDMENT
X
6JCK BY OTHERS, 1X
BUCK TO BE PROPERLY
SECURED EXTERIOR
PANEL
INTERLOCK HOOKSTRIP
INSTALLATION MASONRYICONCRETE
META
STRUCTURE BY
C7HERS TRIM --
l' INTERADF?
HOOK
STRIP — 9EV
otsc Fr on DATE APD A ADDED
CHARTS 03/06/12 R-L. 8 REVISED
PER NEW TESTING IC/15/13 R.L. C ADDED
FLANGE N A! 11ANGE ' STALLA-1,OJNS. 12/06/13 0 iRE"
ASED WSTAL;AT*N 00A4LS Oe/0,5/15 Rl- EIRCASED NSTAUATION
DETA;tS 06/221/17 R.L. 1/2"
MIN, EDGE DISTANCE
L 10
SELF
DRILLING SCREW PANEL
1/
2'
XTEEQ R NTEERLOCK EDGE DISTANCE
NOOK STRIP
INSTALLATION METAL STRUCTURE
INTERIOR 7R
I M 1 3/
8' MiN, EMBEDMENT NOTES;
1,
INTERIOR
AND EXTERIOR FliwSHEi, BY OTHERS, HOOK STRIP
NOT SHOWN FOR CLARITY. 2- PERIMETER
AND JOINT SEALANT BY OTHERS TO BE 1 C
WOOD DES143NED IN ACCORDANCE V11THASTM E2712 EXTERIOR PANEL !
NTERLOCK
HOOK STRIP
INSTALLATION 2X gUCKNVOOD
FRAMING MI WINDOWS
AND DOORS LLC 650 WEST
MARKET STREET GRATZ, PA
17030 SERIES 430
SGD 143" x
80" NON REINFORCED HOOK INSTALLATION
DETAILS ORA". Dno.
F.A. 08-
00502 NTS;—02,/23/
109 —9 OF 9 L. R08ERTQ LOMAS
P.E. 14,32 VIOCLDFORD
RV L E WISWLL , 4i :7OZ,? SIGNED: 0612212017 llEAi$--
iP-, o
4TATOF 0
p E N
A I
Luis
R. Lomas P.
E. FL No.: 62514
NOTES:
I . THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREQUIREMENTSOFTHEFLORjD4BUILDINGCODE.
2. WOOD FRAMING AND MASONRY OPENING To BE DESIGNED AND ANCHORED TO PROPERLYTRANSFERALLLOADSTOSTRUCTURE. FRAMING AND MASONRY OPENING iS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL- WHERE lX BUCK IS NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANZ--,
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD-,
4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS,
5, FRAME MATERIAL: EXTRUDED ALUMINUM 6053—T5.
6- UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS,
7. APPROVED IMPACT PROTECTWE SYSTEM iS RE al FOR THIS PRODUCT ;N WIND BORNEDEBRISREGIONS.
8- SHIM AS RE UIREED AT EACH ;NSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
1SPACEOF1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM, STACK TO BE 1/4
9, DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN, 1.0 DoNOTREQUIREWATERINFILTRATIONRESISTANCE.
OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT.
10. FOR -ANCHORING INTO WOOD FRAMING OR 2X BUCK USE PC WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT ;NTO SUBSTRATE, LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS,
11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH I- MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS 'WITH
SUFFICIENT 'LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALLLOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT.
14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S iNS7ALLklION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS I,ESS THAN THE MINIMUM STRENGTH SPECIFIED 3ELOW; A. WOOD — MINIMUM SPEC9FIC GRAVITY OF, G=0,42
6. CONCRETE — MiNimim CGMPRESSNTEE STRENGTH OF .3LI92 PS;. C- MASONRY — STRENGTH CONFORMANCE TO ASTM C—so, GRADE N, TYPE 1 (OR GREATER), D. METAL STRUCTURE; STEEL 18GA, 33KSI OR ALUMINUM 6063—r5 048' THICK MINIMUM
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1 1 NOTES
2 1 ELEVATION
3:— SINST AL ATION DETAILS
I GATE
1 APPRCI-.0 I
A ADDED CHARTSEDCHARTS 03/106/12 P—i
6 REVISED PER NEW ST 10/15/13 R.L.
C ADDED FLANGE JNDTX 'TJONS 2
REVISED0REVISED INSTALLATION EETALSLA
I TALEVISE T1DNIETAII
R.L.
06/22/1,7 R,L
SIGNED: 0612212017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 170.30 rDEN'. -1
SERIES 430 440 XIX SGD
143" x 96" REINFORCED
0 514 *7
NOTES
ORA*?,:
Ol 0c
0WO S,
0S8-0E0E5T 03 F.A. R11:
4 R rrA!/11
E
NTS OA cO2/23/09 HI OF 9 L RISBEwo
LomAs p,E, -- 1422 111000FORD
RD l Ev IjSVt"E, NC 270--j LuisR. Lomas P,E. J;N-
C,4 6-040 FL No.: 62514
143
2) A
SEE
NUME
REQU
6" MAX
6 MAX
17" MAX
D.C.
T-
MAX
HCaHT
6" MAX
FRAME W0TH
HORS PER LOCATION
ART #3 FOR
R OF LOCATIONS
ED 17'
MAX 6- MAX
SERIES 4301440 XIX SGL
EXTERIOR VIEW
DESIGN PRESSURE RATING j IMPACT RATING
40.0PSFNQNe
SEE CHARTS #! AND #2 FOR OTHER UNITS RATINGS
NOTES:
I. MAXIMUM PANEL SIZE.46 7112'x 95'
Z MAXIMUM D.L.0.:44314'xqo5l4q,
HARDWARE SCHEOU4-- t(!) FLAT N*UNTED HAN OLE SET (99-04-145) AT 37 39- ON CENTER F 0RM PANEL BOTTOM
B, (I)NETALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM
I
K ADAPTOR AT INTER*R FACE OF OPERABLE PANEL INTERLOCK
L-n l DIESCIN-1*N I DATE I AP-',-JVO I
ADDED CCHARTS
REVISE,) PER NEW TES-1NC
ADDED FLANGE INS-,ALLkTjoqS
REVISED INSTALLATION DETMLS
CHAR1#1
MIERE WATER INFILTRATION RESISTANCE IS REQUIRED
SEE IV07-E 9 SHEET I
Pos Nag Pas Neg Pas Nag Aas Nag
2L,11 --0
ILO 4111) M
920 40.0
96,0— 49.9 56.6 40,0 49,0 40.0 43.T 400 4C,0
CHART02
WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED
SEE NOTE 9 SHEET i
Design pressure chart 6A,f
FrarmSbV O PWIM ard Total RamWft,
F449M 410 47.7
01) 90,00 =,00 126.00 14300
Pas Nag Pos Nog Pos Nog Pos N*g
94,0 50.a 50.0 57-9 57.9 520 52-0 48,0 48,0
ie _0 50A 60.0 546 54.6 469 48,9 46.0 45,C)
51.7 51.7 461 461 r 4Z3 42,3
49.0 41),0 43,7 i 43.7 40,0 40.0
CHART#3
Number Qfa-thcr I*Cations required
Sn9te Falu anti jra W4,., (,,j
H-O_ 36 0 —7211 —1447
1080 —126,0 —143,0
iamblamb
j2M
js-"
7 66-
3 ""
Me
9$.0:1 7
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 430/440 XIX SGD
143" x 96" REINFORCED
ELEVATIONS
F.A, 1 08-00503
NTS a" 02/23/09 SHEET 2 OF 9
4-'Z6$-0609
12/06/113 i R L.
5/1 ,-! R i
06/22/17 1 R,L,
SIGNED., 0612212017
TATE
0 P 1,31t, -
Sl/ ONAL
fill I o0l
Luis R. Lomos P,E,
FL No,: 62514
1/2" M',N.
EDGE DISTANCE
WOOD FRAMING
OR 2X SUCK
1 3/8' MiN.
E BE
By OTHERS
1 3/8" MIN,
f 4 EMBEDMENT
jj MAX.
SHIM
1,0 WOOD
SCREW
SPACE
1/2' MIN,
EDGE DISTANCE
10 WOOD
SCREW
OD FRAwN.-
OR 2X BUCK
BY OTHERS
EXTERIOR I I I I d H 1' 1 'INTERIOR
VERTICAL CROSS SECTION
WOO,') FRAMING 08 2X BUCK INSTALLA TtQN
NOTES:
I. INTEPIORANDEXTERiGR FjtqJSHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT' SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE 'WITH AS TM F21) 2 10 '
WOOD SCREW
BE
SET IN F
APPROVED M
WOOD
FRAMING OR
2X BUCK By
OTHERS Eu
DESCRFMN DkTc APPROVED A
ADDED CHARTS 6
REVISED PER NEW TEST',Nr 10P5/13 C
ADDED FLANGE tNDTALLATONS 12/06/1 3 RA- D
REVISED INSTALILATIotq GrAILS 05/05/15 R.L. 1/
4' MAX, SHIM
SPACE INTERIOR
EXTERIOR
JAMB
INSTALLATION DETAIL WOOD
FRAMING OR 2X SUCK INSTALLATION SIGNED:
0512212017 MI
WINDOWS AND ORS LLC rull 650
WEST MARKET STREET 4,- GRATZ,
PA 17030 0 IV 4" SERIES
430/440 XIX SGD 51 143"
x 96" REINFORCED OF
FRAMEINSTALLATIONDETAILSTAT- 4Q
REV
F.
A. 08-00503 g
E
5
sr
N NTS; TS02/23/09-1 13 OF L.
ROBERTO LOMAS P.E. WOODFORD
RD LEWISVIL4F, NO 27023 Luis R. Lomas P,E. FL
Noe: 62514
METAL
STRUCTURE
By OTHERS
10 SMS OR
F DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
1/2- MiN.
EDGE DISTANCE
1 /4' MAX
SHIM SPACE
1/2- MtN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLA7,10N
NOTES:
1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY,
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
jji 1/4" MAX.
SHIM SPACE
1/2' MIN,
AS OR
EDGE DISTANCE
INTERIOR
sRiLLNG T--
10 SMS OR
SELF DRILLING
SCREWS
nv D"SCRO-rKIN OATE, APPNMED
A ADDED CRARTS R.L.
a REVISED PER NEW TESTING
C ADDED FLANGE NSTALLADONS 12/06/13 R'L
D1-- REVISED NSTALLATION OF7AV-S 08/05/15 R.L.
E REVISED INSTALLATION DETAILS 06/22/17 y IZ,L. —1
TO BE SET IN
D OF APPROVED
LLNNfdT jMETAL
STRUCTURE
BY OTHERS
EXTERIOR
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
Ml WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 430/440 XIX SGO
143- x 96" REINFORCED
FRAME INSTALLATION DETAILS
DRAW owc
F.A. 1 08-00503
SCALE NTS 1— 02/23/09 1-4 OF 9
L. ROSERTOLOMAS PL,
1432 VAl0DF0I3D RD L EWISVJI-U, NC 27023
434-636 3W9 Mw-WId--pe c
SIGNED: 06122,12017
TA i OF
Nlo
Luis R. Lomas P,E,
FL No.: 62514
CONCRETE/
MASONRY
BY OTHERS
OPTIONAL
Ix BUCK
TO BE
PROPERLY
SECURED
SEE NOTE 3
SHEET I
3/16' TAPCON
MASONRY/
CONCRETE
BY OTHERS
1 1/2- MIN, 1" MIN,
SEPARATION EDGE DISTANCE
1/4„ MIN,
EMBEDMENT
1/4' VAX.
SHIM SPACE
3/16' TAPCON
ON=
1 1/4' MIN, 1/4' MAX,
EMBEDMENT SHIM SPACE
MIN.
EDGE
DISTANCE
V
MiN,
SEPARATION 1
3/16" TAPCON
S 1 L TO 3 E SET IN
A BED OF APPROVED
SEAIAN-
CONCRETE/MASONRY
By OTHERS
1/4' MIN,
EMBEDMENT
2 7/8". miN, MIN.
SEPARATION EDGE DISTANCE
VERTICAL CROSS SECTION
FONCRETF-11v1ASONP—YJNSTALLATIOIV
REV DATE A—ROO.D
A ADDED CHARTS
8 REVISED PER New TEsTmc 10/15/13 R.L.
C ADDED FLANGE INSTALLATIONS 12/06/13 R,L,
D REVISED INSTALLATION DETAILS
INSTALLATION DETAILS 06/22 17 R-L,
INTERIOR Filf"
Ll
CPTONA, 1X BUCK
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET I
JAMS INSTALLATION DETAIL
CONORETEIMASONRYINSTAktATION
NOTES:
1, INTERIOR AND EXTERIOR FINISHES.Sy OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT SY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 430/440 XIX SOD
143' x 96" REINFORCED
FRAME INSTALLATION DETAILS
F.A. 08-00503
WALZ N7S ID"T' 02/23/09 I—V`5 OF 9
L ROBERTO LOMAS P,E,
1432 WOODFORD RD LEWSVILLE, 427023 4-
Q-6S8-0$09 SIGNED-
0612212017 0
1oll/Ill/ a
41 TAT 8 OF 77
0 R N
AllL Luis
R. Lomas P.E. FL
Na: 62514
IIOD
FRAMING
R 2X BUCK
BY OTHERS
10 WOOD
SCREW
EXTERIOR
10 wOOD
SCREW
NNOD FRAMING
OR 2X BUCK
BY OTHERS
1/2" MX
t EDGE DISTANCE
1 3/5" MIN,
EMBEDMENT
1 3/8- MIN
1/4'
EMBEDMENT
MAX.
SHIM
SPACE
MIN.
EDGE DISTANCE
INTERIOR
10 WOOD
SCREW
5 -L TO BE SU IN
A BED OF APPROVED
SEA-kNT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1 3/8- MIN,
EMBEDMENT
1/2- MIN,
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING Oft
NOTES:
1, INTERIOR AND EXTERIOR FINISHES, By OTHERS,
NOT SHOINNFOR
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED 114 ACCORDANCE VIYTH ASThl E2112
REV DATE I APPROVED
A ADDED CHARTS 03/06/12 R.t-
6 REASEC PER NEW TESTING R.L.
C ADDED FLANGE INSTALLATIONS 12/06/13 IRL.
D REVISED INSTALLATION DETAILS 08/05/15 R'L-
1/4" MAX, E REVISED INSTALLATION DETA&S
SHIM SPACE
INTERIOR
or=—
LEXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X8LICXJNSTA4-L-ATiON
SIGNED: 06122,12017
Ml WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 430/440 XIX SGD ST"r
143- x 96" REINFORCED"
FLANGE INSTALLATION DETAILS AIE OF a:-
ORNAft ow- NO, REV
FA08-00503 E Sc
lo nu/23/09 1-6 OF 9 L.
POSERTO LOMAS P.Z, 1432
WOWFORO RD LEWJEVILL S NC 270= LIjis R, Lomas P.E, 434-
68S-06-10 FL No,: 62514
METAL
STRUCTURE
BY OTHERS
10 SMS OR
SELF DRU -m
SCREW
METAL
STRUCTJRE
BY OTHERS
1/2' MIN
EDGE DISTANCE
1/2' W"
EDGE DISTANCE
VERTICAL CROSS SECTION
14ETAL STRUCTURE IN$TALLA77ON
NOTES,
9 !NTERiORAt-JOEXTERIOR FI,,,"ZHES,ByOTHERS, NOT
SHOWN,VORCLARIT11. 2,
PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED
4N ACCORDANCE WITH A S TM E2112 1 /
4' MAX, SHIM
SPACE OR
LUNG
E
V I = -rl I 1-j", L
TO BE =1 iN BED
OF PROVED
SEALANT 1/
4" MAX. r
SHIM SPACE j-
1/
2' EDGE
INTERIOR DISTANCE
10
SMS OR SELF
DRILLING SCR6~
s DATE
A
j ADDED CHARTS 03/06/12 R,L- B
REVISED PER NEW TE5`NNG c
FL ADDEDNGE ADDEDAASTALLATIONS 12/C6/13 Rl-
nSED INSTA AADON DETAILS LLJ
REVISED iNSTALLATION DETA&S 06/22/17 R.L. v
METAL
STROCTURE
BY
OTHERS L--
j EXTERIORMDJAM!
INSTALLATIONDETAJL METAL
STRUCTUREiNSTALLANON MI
WINDOWS AND DOORS LLD 650
WEST MARKET STREET GRATZ,
PA 17030 SERIES
430/440 XIX SGD 143"
x 96" REINFORCED FLANGE
INSTALLATION DETAILS auaw"
WC NO. F.
A. PdiS
02/23/09 1 '-7 OF 9 L
R0,5ERTGLOUASPE, RLI
LEWISVXLE, NC 27= SIGNED:
0612212017 C,
A,
9s"
ONAL
Luis
R. Lamas P.E. FL
No,; 62514
CONCRETE/
MASONRY
BY OTHERS
OPTIONAL
Ix BUCK
TO BE
PROPERLY
SECJRED
E NOTE 3
SHE;7T I
1 1/2" MIN.
SEPARATi&N
1" MIN,
EDGE DISTANCE
1 1/4- VIA,
14 EMBEDMENT
4' MAX,
SHIM SPACE
3/16 TAFICON
3/16- TAPCQN
MASONRY/
CONCRETEE
BY OTHERS
1 1/4' MIN.
EMBEDMENT
EDGE DISTANCE
111N.
SEPARATION
3/16" TAPCON
SILL TO BE SET JIN
A BED 0' V APPROVED
SEA -ANT
CONCRETE/MASONRY
BY OTHERS
1 '4 M1114,
BE MEN
SEPARATNON EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRET&MASONRYINSTALLA71ON
1/4" MAX.
SHIM SPACE
mum=
OPTIONAL lX BUCK
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET 1
j-v
A ADDED CK-RTS C3/06/12 R.-
8 RCIISED PER NFW TESTNO
C ADDED FLANGE 3NSTALLIT DNS 12/DII/ 13 j R.L.
0FE111 REWSTA-LATIGN DETAILS 08/05jEl5 Rl, ROASED
INSTAREVISED TONDETAILS106/22/17 R.1- JA14B
INSTALLATION DETAIL CONCRETEIMASONRY
INSTALLATION NOTES:
1,
INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT
SHOWN FOR CLARnY, ZPERWETER
AND JOINT SEALANT BY OTHERS To BE DESIGNED
IN ACCORDANCE A4TH ASTM E21,12 Ml
WINDOWS AND DOORS LLC 650
WEST MARKET STREET GRATZ,
PA 17030 SERIES
430/440 XJX SGO 143"
x 96" REINFORCED FLANGE
INSTALLATION DETAILS DRWN
F.
A. 03-00503 02/
2-3/09 8 OF L
AOBLl rO LOMA5 P.E. 14 32
WCODFORD RD LEMSYLL-1ENC 27023 r 434_&88_0609 rear as{aubnu::e.ccvn SIGNED: 0612212017
E Luis
R.
Lomas P.E. FL No.:
62514
5/8- MIN.
EDGE DIST.
TRIM
INTERIOR
MASONRY/CONCRETE
BY OTHERS
HOOK STRIP
4
1 MIN, EI PE/
4'
DMENT
7
X BUCK BY OTHERS,
lX BUCK TO BE
V7
j PROPERLY SECURED
EXTERIOR PANEL 'INTERLOCK
HOOK STRIP INSTALLATION
14ASONRWCONCRETE
a
METAL STRUCTURE
BY OTHERS
TRIM
DESCRU'T" wl APPRO"10
A ADDED CHARTS 03/06/12 8,1-,
8 REASED PER NEW TESTING 10/15/13 R.L
C ADDED FLANGE INSTALLATIONS
0 REVISED INSTALLATION DZTAiLS 08/05/15 R.L.
E RSEEIAD INSTALLAT;ON DETAILS j 06/22/1 111 I
1/2" MIN,
EDGE DISTANCE
HOOK STRIP
I' _ _ \\_ #
10 SELF DRILLING
SCREW
1/2' MIN. PANEL
EDGE DISTANCE EXTERIOREXTERJOR INTERLOCK
HOOK STRIP INSTALLATION
METAL STRUCTURE
1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY
Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WI T H ASTM E2112
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 430/440 XIX SGO
143" x 96 . REINFORCED
HOOK INSTALLATION DETAILS
ofixww.-
F.A. 08-00503
NTS 1— 02/23/O9 9 OF 9
1432 WOODFORD RD LEWIS VX LE, NO 270-13
1 3/8" MIN,
EMBEDMENT
I,
HOOK STRIP
10 Woo:)
SCREW
EXTERIOR PANEL NTERtOCK
HOOK STRIP INSTALLATION
2X SUCKIWOOD FRAMING
SIGNED: 0612212017
h
TAT 0 F-
ONAI.
IlHV10
Luis R. Lomas P.E.
FL No,: 62514
iiti r 1 ' 11 .. ... titnowshm" its` 3 .(t ; rtrt y'`' `` \lt ti ' i cy`\kt§ t Iv y }.a>t e i t:" ` 4
BCIS Home Og In User Registration Hot Topics Submit Surcharge Stats A Facts 3 Publications FBC Staff RCIS Site Map Links Search
dProduct ApprovalbrON, USER: Publir User
Lc(tc—,t 6=vALa—,' Mtm,—,j > FmLoL—Aia -I—eaLch > > Application Detail FL #
Application
Type Code
Version Application
Status Comments
Archived
FL9174-
RI2 Revision
2017
Pending
FBC Approval Product
Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/
Phone/Email 3395 Addison Drive Pensacola,
FL 32514 850)
475-61,97 Mark
Garon@Overheadclooncorn Authorized
Signature Mark Caron Mark_
Garon@Overheaddoor.com Technical
Representative Mark Garen Address/
Phone/Email 3395 Addison Dr. Pensacola,
FL 32514 850)
474-9490 Mark_
Garon@0verheaddoorcam Quality
Assurance Representative Address/
Phone/Email Category
Exterior Doors Subcategory
Sectional Exterior Door Assemblies 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 Gordon Thomas the
Evaluation Report Florida
License PE-46718 Quality
Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality
Assurance Contract Expiration Date 12/31/2020 Validated
By )effrey P, Arneson, RE. Validation
Checklist - Hardcopy Received Certificate
of Independence FL-9174 RI? orco as_—D 7JIDF Referenced
Standard and Year (of Standard) 5p n dArd DASMA-
108 DASMA-
115 Equivalence
of Product Standards Certified
By Florida Licensed Professional Engineer or Architect Y—
Q-a—r 2012
2012
Sections
from the, Code
Product Approval Method Method I option 1)
Date Submitted 08/11/2017
Date Validated 01/02/2018
Date Pending FBC Approval 01/02/2018
summary of Products
FL # Model, Number or Name
lj
Description
9174A 5120 / 6100 / 91,00 #0228 9' Max width. 8'-9" Max height, Max section height 21", Glazing
available in top or intermediate section.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ, Yes
Impact Resistant; Yes
Design Pressure: +26,90/-30,80
Other*
9174.2 15120 / 6100 / 9100 #0229
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ., Yes
Impact Resistant. No
Design Pressure: +15.30/-17.00
Other: Doors with glazing shall not be used in the wind-
borne debris region unless protected or unless structure is
designed as partially enclosed or door is a replacement
door.
91743 15120 / 6100 / 9100 #0230
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant. Yes
Design Pressure: +25.90/-28,80
Other:
9174.4 ; 5120 / 6100 / 9100 #0231
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ- Yes
Impact Resistant: Yes
Design Pressure. +30.00/-:13,50
Other. Doors with glazing shall not be used in the wind-
borne debris region unless protected or unless structure is
designed as partially enclosed or door is a replacement
door,
Installation Instructions
iigatd',PLU
EL921
Verified By: Gordon Thomas FLORIDA PE 46718
Created by independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
16' Max width. 8'-9" Max height. Max section height 21", Glazing
available in top or intermediate section.
Installation Instructions
EEC i 1L4.'31?1"_'J'L Q'Zr hAL)59_-_!L2'_'.Sj2ff F_
L9..17,L_R,I2jL_3.07494 Pjj_TLack Connection —';
up__Aamad_j1 Verified
By: Gordon Thomas P.E. FLORIDA PE 46718 Created
by Independent Third Party: Yes Evaluation
Reports f
L9tZ4 _E 12-__AL 2 Ll -7-00 tL LLvalugLignr ot -_Ft _L1'74,Ej2E _A[L _ _ Created by
Independent Third Party: Yes 16' Max
width. 8'-9" Max height. Max section height 21", Glazing available in
top or intermediate section, Installation Instructions
FL9174 .11-
0 R12 , a () 1-1896 g-Plo SL)df R 1,.._
ILcj_511p.L L2QhajLj_g=L1__(if Ft.4 _L.
1_1 a m Qn Igij-1_aliq0 p- off Verified By: Gordon Thomas P.
E. FLORIDA PE 46718 Created by Independent Third Party:
Yes Evaluation Reports Created by Independent
Third Party:
Yes 16' Max width. 8'-9"
Max height. Max section height 21". Solid only no glazing available, Installation Instructions
EL9 JZ4R 12
17494 Ptl
Verified By: Gordon Thomas P.
E. FLORIDA PE 46718 Created by Independent Third Party:
Yes Evaluation Reports E_L1_71_
7_4R_
1_2AF_L1v 9 t 74, PDF Created by Independent Third Party:
Yes 9174.5 5120 / 6100 / 9100 #
0234 19' Max width. 8'-9" Max height. Max section height 21". Glazing 1 1 available in toporintermediatesection. Limits of Use Approved for
use in HVHZ-.
No Approved for use outside HVHZ.
Yes Impact Resistant. Yes Design Pressure: +
43.20/-49,
60 Other; Installation Instructions Lt —9
t _
L_jLUjL_
Q21 _34 J 112'Q_2 .'_ L, (2—IS-Za-If FL917421- U-1 -1cu-,
FL91_7_4R_I_2,
GordonI1, 3,241 20 P16 janqb Conn ).n -1, , c (j L " dLjf up, VerifiedBy: Thomas P.E.
FLORIDA PE 46718 Created by Independent Third Party:
Yes Evaluation Reports F19174 RL2 LR_
Zj- 9
r,ta pqrt r-1 9174. PDF Createdby Independent T-hird
Party: Yes 9174,6 j 5120 / 6100 /
9100 #0235 i 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate
section.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design pressure: +39,20/-43.70
Other:
9174.7 15120 / 9100 #0232
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ. Yes
Impact Resistant: No
Design Pressure; +12.40/-13.80
Other: Doors with glazing shall not be used in the wind-
borne debris region unless protected or unless structure is
designed as partially enclosed or door is a replacement
door.
9174.8 15120 / 9100 #0233
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design pressure: +18,50/-20.70
Other: Doors with glazing shall not be used in the wind-
borne debris region unless protected or unless structure is
designed as partially enclosed or door is a replacement
door.
9174.9 15120 / 9100 #0236
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design pressure: +30.00/-33.50
Other:
9174.10 15120 / 9100 #0237
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design pressure: +39.20/-43.70
Other:
9174AI 5120/5140/6100/9100/9400/9600
0600
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design pressure: t 26.90/-30.80
Other: Doors with glazing shall not be used in the wind-
borne debris region unless protected or unless structure is
designed as partially enclosed or door is a replacement
door.
Installation Instructions
F 9174 R—L-2-jL_10 7 -LI S L R11 Tri k St::?ul Trter -tart sioned
F! 9174 R1_2 II 312QA .RL Post... sc ll Instl ct; r _Si<v clv f
FI-9174 R12 II 32462_Q PS6 7annb f ont 4CE:ien Iry
Verified By: Gordon Thomas P.E. FLORIDA PE 46718
Created by Independent Third Party: Yes
Evaluation Reports
FL417 _R12—Ale b7t 2C11T-iQir 2 Evalvaii i ,_R ort__..RL il_74,i-PE
Created by Independent Third Party: Yes
IS' Max width. 8'-9" Max height. Max section height 21". Glazing
available in top or intermediate section.
Installation Instructions
FL2j24 RS. U 0?;32 3 k399..- >.piff FI-
9174 R12 II 307 494 P11_Track Stgno Ier ent Cnl aksign d ILdf F
9174 R12 II 324620 1 16 Jamb ConnectEc n Sub sivegLI)(If Verified
By: Gordon Thomas RE, FLORIDA PE 46718 Created
by Independent Third Party: Yes Evaluation
Reports FL9174
R12 AE VvkQ1-1L0 7 kvaly tkl fvr rt - Ft. 91.d74 ;PL)i= Created
by Independent Third Party: Yes 18'
Max width. 8'-9" Max height. Max section height 21". Glazing available
in top or intermediate section, Installation
Instructions F:
L91_'.1_ S?.I. II_Q23 3 9t; t ,Pt>. S of 91i4_
R1_.. 3C37494 P. 1'ra IStg>Ier is t C hart sioredclf G?
Tv 1 II 324E:2 PIG Jamb :,( nner.Lian SupP_-IL-ct.pclf Verified
By: Gordon Thomas P.E. FLORIDA PE 46718 Created
by Independent Third Party: Yes Evaluation
Reports FL9174
R12 Ak N1D2017-001kFvalrration Re ort - FL 9174, Of Created
by Independent Third Party: Yes 18'
Max width. 8' Max height. Max section height 21". Glazing available
In top or intermediate section. Installation
Instructions 71,
9174 R12 .11 026 319U' 2 E, if Fir}
v?v R17__II.._k?4,34._.R11 Tr yk_St:plxt 7eyr t_kJart 4i.t ed. df` FE
9174 R12 it w 9040 i?1 Post t tall_,it StJLgLttons_s r d if FL9174
R12 it 34 20 P16 Jan_ 7i? anr k3ctir,r _SI,,1?11,_si,gnuTc ciF Verified
By: Gordon Thomas RE. FLORIDA PE 46718 Created
by Independent Third Party: Yes Evaluation
Reports Fi
9174 RI2 AE_ VJD2 17_OJ122 Fv_i n Rr't - FL, i)1 74.IF Created
by Independent Third Party: Yes 18'
Max width. 8' Max height. Max section height 21". Glazing available
in top or Intermediate section. Installation
Instructions L <
I 7-4 R1 II (1.7a37_®319 25-tP7 S:,2&j` i
1 9174 R12 I 307A )4 P.1.II ITO k SCl2ttkniTrt:_Cf7 rt siarlfd_pkt FL917=
i RL2 L 3.JQ4 1 F'a.-f I^^>la l In-trt7c„1c n5 :G t,o.P:_ut FL9174R1' II
32462.0 P16 Jamb _-CoiLrLeci on SepifgDELd df Verified By: Gordon
Thomas P.E. FLORIDA PE 46718 Created by Independent
Third Party: Yes Evaluation Reports FL.
9174 R12
FaE if D2C tf-00IR2 Evaluation Re. pwt_ FL 9174_PDF Created by Independent
Third Party: Yes 9' Max width.
10' Max height. Max section height 24". Glazing available in top
or intermediate section. Installation Instructions FL9174
i 12
tI 3ta7 tC34__Ejt.l Tack Su}I It rttr nt C Iktt sic rtt clmpdt Fi13_171 R1_
tI_ i24{ Ft 7;nth Cp lteri t rf r; tiivr ,c9 <;(' Verified By: Gordon
Thomas P.E. FLORIDA PE 46718 Created by Independent
Third Party: Yes Evaluation Reports 1`
1_91;
74,_l212.._AE_Wik017:001R2 Evaluation Ref2qi_1,_ Ff. i?...'.4.f'DE Created by Independent
Third Party: Yes 9174,12 1
51.20/5140/6100/9100/9400/9600 1 9' Max width. 10` Max height. Max section height 24" Glazing 0607 available in
top or intermediate section. f— — -- -- - - Limits ofUse (
Installation Instructions Approved for use
in HVHZ: No R t#L% _.mil' i
Approved for use outside HVHZ: Yes
Impact Resistant- Yes
Design Pressure: 4-41.00/-46.30
Other:
9174,13 5120/5140/6100/9100/9400/96001 #0602
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant. No
Design Pressure. -+-15,30/-17,00
Other, Doors with glazing shall not be used in the wind-
borne debris region unless protected or unless structure is
designed as partially enclosed or door is a replacement
door,
F1.9174 R42--LI _ 12 M -20--P ULD a itl S'amrKmct 10 r) Q(1,j;vJ-f
Verified By: Gordon Thomas RE. FLORIDA PE 46718
Created by independent Third Party: Yes
Evaluation Reports
LL2-174 —R12 AE-A!2L0-1/kQ1R,,? -ey-a -1wa-t-jon-R-tp-eat, --r L-91Z,-4P ELF
Created by Independent Third Party: Yes
16' Max width. 10' Max height. Max section height 24". Glazing
available in top or intermediate section.
Installation Instructions
S )dj
f
Verified By: Gordon Thomas P.E. FLORIDA PE 46718
Created by Independent Third Party: Yes
Evaluation Reports
El 9 12 _E 12_A E _lND2 R2 on R ort EL9171F!H
Created by Independent Third Party: Yes
9174.14 5120/5140/61.00/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing1 #0603 available in top or Intermediate section.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant; No
Design Pressure. +23,00/-25,00
Other- Doors with glazing shall not be Used in the wind-
borne debris region unless protected or unless structure is
designed as partially enclosed or door is a replacement
door,
Installation Instructions
EL
19-9174 R12 11 307494_L111 Trptj: jp IerncQLC_ha[j 4igcled.,tadf
1 -L24_6 -LSrpp %qnPA PA-f Verified
By: Gordon Thomas RE, FLORIDA PE 46718 Created
by Independent Third Party: Yes Evaluation
Reports Ev-
JILW , i R, rt- LL 4, Created
by Independent Third Party: Yes 9174.
15 5120/5140/6100/9100/9400/9600 16' Max width, 8' Max height. Max section height 24" Glazing 1 #0604 1 available in top or intermediate section. Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ. Yes Impact
Resistant: Yes Design
Pressure: +39.20/-43.70 Other:
9174.
16 5120/5140/6100/9100/9400/9600 1 #0605 Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ., Yes Impact
Resistant; No Design
Pressure: +15.30/-17.00 Other.
Doors with glazing shall not be used in the wind- borne
debris region unless protected or unless structure Is designed
as partially enclosed or door is a replacement door,
Installation
Instructions E-
U21 2-JLQQQ4-- Fl-
9174 R12 11 307494 Pll,Track So pegient Chart siqng p FL9174
R12 11 119040 1 t1,11 ,It structions sL ned, 3146ZQ
P (I7grrri2 nne tj2n f SuresigneVerified
By: Gordon Thomas P.E. FLORIDA PE 46718 Created
by Independent 'Third Party: Yes Evaluation
Reports FL9174.,,--
RI2 AE WQ2017- IR2 -- u ti n Rea oCL- Created
by Independent Third Party: Yes 18'
Max width. 10' Max height, Max section height 24". Glazing available
in top or Intermediate section. Installation
Instructions FLaI7,,
j,-,-,R-1.,2, I {-j - ,- FI-
9174,P12 11 307494 PLI Tr„Lck iLe )At Verified
By: Gordon Thomas P.E. FLORIDA PE 46718 Created
by Independent Third Party: Yes Evaluation
Reports FL9174
R12 AE _AD20JL7:Q_Q Ft2 yRp 7i m2 2aort__-_FL 9174,PDF Created
by Independent Third Party: Yes 9174,
17 5120/5140/6100/9100/9400/9600 1.8' Max width. 8' Max height. Max section height 24" Glazing 0606
available In top or intermediate section. Limits
of Use Approved
for use in HVHZ; No Approved
for use outside HVHZ: Yes Impact
Resistant. No Design
Pressure: 4-30.00/-33.50 Other.
Doors with glazing shall not be. used in the wind- borne
debris region unless protected or unless structure Is designed
as partially enclosed or door- is a replacement door,
9174.
18 5120/5140/6100/9100/9400/9600 0609
Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: Yes Design
Pressure; +39,20/-43,70 Other,
Installation
Instructions F1
417 1 R12 'If 0 3 J FI-
31 74 -L2 BJ 1, d f 11 _1jaL_rt qjtZ4-
R_12_Lj 3246a 1,1-6 ap:Ltj _jCg P.
E._ VerifiedBy: Gordon Thomas E, FLORIDA PE 46718 Created
by Independent Third Party: Yes Evaluation
Reports L).
3LO I- I(,,, t 7 FE -L)Q IR2 Ev u t n t t -- F .... . ..... .. 9,ja--,- -1 -- -,L____jjj Created
by Independent Third Party: Yes 18'
Max width, 8' Max height. Max section height 24" Solid only - no
glazing available. Installation
Instructions F0174
R12 11 06Q9,-319035-D6-5.j- FL9174
Rt2 11 3074) P1 =1 ra, k -ceL yle),LLe C 12 I aFI-917,
1 R112 11 31910 Fr S I
9.r.R..i of Verified By:
Gordon Thomas RE, FLORIDA PE 46718
9174.19 15140/6100/9400/9600 #0608
Limits of Use
Approved for use In HVHZ., No
Approved for use outside HVHZ: Yes
Impact Resistant. No
Design Pressure; +-18.50/-20.70
Other: Doors with glazing shall not be used in the wind-
borne debris region unless protected or unless structure is
designed as partially enclosed or door is a replacement
doer.
9174.20 15140/9400/9600 #0607
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ., Yes
Impact Resistant: No
Design Pressure- +25.90/-28.80
Other. Doors with glazing shall not be used in the wind-
borne debris region unless protected or unless structure is
designed as partially enclosed or door is a replacement
door.
Created by Independent Third Party: Yes
Evaluation Reports
19174 R12_,_LA)L(20I7- O.LL Sl ttpn'_R" pq[L_-"fL9
Created by Independent Third Party: Yes
18' Max width. 8'-9" Max height, Max section height 21". Glazing
available in top or intermediate section.
Installation Instructions
FIA
Verified By: Gordon Thomas P.E. FL.ORIDA PE 46718
Created by Independent Third Party: Yes
Evaluation Reports
Ft„Z-1 Rjt _L\:L,L1VDj 7-_0L0,LR-2 EysjuaLign --port_ ;_-ILI, l` T Po
Created by Independent Third Party: Yes
16' Max width, 8'-9" Max height. Max section height 21". Glazing
available in top or intermediate section.
Installation Instructions
122 ff
FL 9174 R12 11 324620 P16 Jamb nnection limi _f, _1(1uLQ gJLd_f
derif(ed By: Gordon Thomas P.E. FLORIDA PE 46718
Created by Independent Third Party: Yes
Evaluation Reports
F p t Ft, ZAJ?F
Created by Independent Third Patty: Yes
gUs :: 26D1,Ehar 'tone !15-0-487 1824 The
State of Florida is an ANLEO employer.ZQI,ja d of Fl rich. Ac_ce_s jbflit_tqjo_-nent :: jqtdry A _ajfttgMgDj Loder Florida
lase, email addresses are public records. If you do not want, your e-mail address, released in response to a public -records request, do riot send electronic mail to
this entity, Instead, contact the office by phone or by traditional TodiL If you have any questions, please contact 850,487,1395. *Pursuant to Section 455.275(
1), Florida Statutes, of October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it they have one. The
smalls provided may be used for official communication with the licensee. Hmaever email addresses are bible 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 click
tLre , Product Approval
Accepts: MWjMEEdM Credit
Card
Safe
I certify that I meet the requirements of "independence" as it relates to Overhead Door
Corporation. Specifically,
L--,rTU(-ITma "IT VdTXrJn-T Vt eTL-7E-7 T-dT IT
company • •; distributing these products.
I 11siness) is inn 7177-e-,,F, qyerateo T r Ty an'T! company InanUTacturing
or distributing these products.
3) 1 r• not have nor will acquire, a financial interest in any company manufacturing or
distributing products for which the reports are being issued.
4) 1 • • have, nor will acquire, a financial interest in any other entity involved in the
approval process of the product.
Sincerely,
Um
a =1
lif•if fie of 3 i IiTiTalwfiRi7siRf:MliilfJ1#iffs*f llil
Manufacturer: Wayne Dalton
A Division of Overhead Door Corporation
3395 Addison Drive
Pensacola, FL 32514
Dwayne Kornish
Mason, OH 45050
Florida # 46718
1. Introduction/ Scope
ip
c)
N o- 46718
Cr -
W-- : V, STAI'E OF
ONAV
111111W\\
Based on wind load test results for the FBG approved doors with paper/poly backer, the following
evaluation will estimate the performance for similar size doors with equal wind load design pressures but
steel backer design. The following doors under evaluation will be included on the latest revision of FL
9174.
The following report evaluates the new overall door/component design as it compares to the door &
components Florida product approval.
A. Florida Product Approval, FL 9174
B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly
C. Wayne Dalton Drawing No, 253211, Rev P 1, Backer Steel
wUkW,e Dalton Drawing No. XN1701 9Dated 5/8/1T_SavLAssv Detail, 9100 vs 9605 E.
Evaluation Report, John E. $cafes, P.E., dated June 10, 2011 WIMMUMEMEM
The
following analysis is for 20 different door configurations, All of the configurations listed in FL 9174 were
approved with a paper/poly material (69# Kraft with I Mil off white PE) per WD drawing 253209. These
doors were tested at an accredited laboratory according to ANSUDASMA 108-2002 and ANSIIDASMA
115-2005. ANSUDASMA 108-2002 is equivalent to ANSUDASMA 108-2012 and AN31/
DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012.
The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD
drawing 253211. The profile dimensions for both material types are identical. Since the mechanical
properties for steel exceed that for the paper/ poly material, I Would calculate that the deflection and wind
load resistance for the steel back plate would be equal or better than the currently approved
configurations.
RMMVVMMIi ix
The following chart shows the sectional doors that were tested & approved by the state wide
Florida Product Approval and the change to the new backer material design.
FL 9174.1 FL 9174.2 TF—L 9174.3 FL 9174.4 FL 9174,5
Model i-9605 9605 60-- 9605 9605 9605
Door Size 9' x 8'-9" 16' x 8-9,;,-1 6' x 8'-9" 16' x 8'-9" 9' x 8'-9"
Design +26.90/ +15.30 +25M +30M +43.20
Pressure 8"t -17.00 Psf -28.80 Psf -33.50 Psf -49.60 psf
Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga
Ty-pe-_
Drawing # 318958-P8 318959-P9 318960-P10 318996-P6 319022-P6
Impact_. m —pa G_'t_ —Yes riN_o__ —Yes—Yes Yes
F atin
Table I A — Doors under Evaluation
FL 9174.6 FL 9174.7 FL 9174.8 FL 91174.9 FL 9174.
1Made! 9605
0
9605— —9605----' 9605 9605
60--o18' x 8' 18'x 8' r -Size 16'x 8' 18' x 8'-9" 18'x 8'-9" Design +
39.201 +12.40/ +18.50/ +30.00/ +3920 Pressure
70 s f 3,80 -2 0_70 Psf -33.50 psf----,-, -43.70 psf Backer
Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing #
319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact
Yes N Inc Yes Yes Ratinq
Table
I B — Doors under Evaluation oN0
lvl'
No.
46718 7
10
S
I A, T F_- OF 2
ONAL
0'o\ I '
Jjjlw\
L 9174.11 FL 9-1- -7- _4_1 2 FL 91-7-4--.13 FL 9174.14 FL 9174.15
Model _# 5145/9405 514519405 5145/9405 5145/9405 5145/9405
Door Size 9' x 10' 9' x 10' 16'x 10' 16'x 10' 16'x 8'
Design 26,90/ 41.001 15,30/ 2100 39.20/
Pressure 30.80 sf j ,3O sf 17,00_pg 00 sf
Sacker Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga
Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-176
impact No
0
Yes No No Yes V
Rating cp
Table IC - Doors under Evaluatio-ti
Door Size 18' x 10' 18' x 8' 18' x 8'
x_H
Design 1530/ 30.00/ 39.20/
Pressure 17,00 psf 33.50 psf 43J0 psf
backer Steel, 32 ga TSteel, 32ga -Steel, 32 ga
lype_
Drawing # 319031 -P5 319032-P7 319035-P6
Impact I No I No I Yes
0-
STAI F OF 4/
FL 9174.19 FL 9174.2'0,/<'1S1
1/8/0NA
5145/9405 6146/_9406
18' x 8'-9" 16'x 8'-9"
18.50 +25.90/
20.70 Psf -M 8O psf
Steel, 32 ga Steel, 32 ga
319034-P5 319033-P6
rNo
Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors
and hardware under evaluation will be subjected to an equal or lower load and will perform equal or
better than the approved doors,
The drawings cited above are an explicit part of this evaluation report. The text of this report can not
ir6iom-, of these drawinys.
I conclude that the construction shown comply with the structural requirements of the 511, Edition
2014) and 61 Edition (2017) of the Florida Building Code.
Certification of Independence of Evaluation Entity
I hereby certify that (1) 1 have no financial interest in Overhead Door Corporation; (2) 1 am an independent licensed Professional
Engineer in the State of Florida and; (3) 1 comply with the criteria of independence as stated in 61 G20-1009 (3), F.A.C. and
61G20-1009(4), F.A.G.
I
I certify that I meet the requirements of "independence" as it relates to Overhead Door
Corporation. Specifically,
1) 1 • not have, nor intend to acquire or will acquire, a financial interest in any
company manufacturing or distributing these products,
2) 1 (my business) is not owned, operated or controlled by any company manufacturing
or distributing these products,
3) 1 do not have nor will acquire, a financial interest in any company manufacturing or
distributing products for which the reports are being issued.
4) 1 do not have, nor will acquire, a financial interest in any other entity involved in the
approval process of the product,
Sincerely,
4 "
HQJIB
1. NON-iMPAG7 RESISTANT GLAZING OPTION - .090'
MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED
1.3 CA HOME ANGLE
TIDGEMER PATH A MNWM OF (S) JIM!" SCREVIS
41STALI-10 IN TOP OR INTERMEDIATE SECTION (WTH OR
WITHOUT DECOPATWE INSERTS} MEETS UNIFORM STATIC
OF IIH PRESSURES SHOWN ON TIPS DRAWING, GLAZING
13 CA FLAG ANGLE.
SHALL HAVE A MAXIMUM HEIGHT OF 11.75' AND A
UAAMUM LENGTH Or 15.75". CLA23NG IS NOT IMPACT ED GA MIN HORIZ
RESISTANT ADD GOES N07 MEET ME REQ JIREMENTS FOR TRACK
Y4ND_SDR HE DESkis REGIONS.
2. IMPACT RESISTANT 'LAING OPTION - IMPACT LAG SCRENS
RESISTANT GLAZING SYSTEM MAY BE. INSINSTALLED84 TON MEN 3 AS
OR INTERMEDIATE. SECTION (WITH OR WrHOUT DECORAPvK SHOWN)
INSERTS). GLAZING SHALL BE Ile MAKFOLON-AR 16 CA MIN VIERT.
POL, TGARSOCIATE OR FWAL GLAZING SHALL HAVE A TRACK
MAXIMUM HEIGHT OF 1521' AND A MAYJMUM LENGTH OF
50.08*, M-AlWTG IS DAPACT RESISTANT AND DOES MEET
THE REOLAREMENTS FOR WIND-BORNE DEBRIS REGIONS. 5/16RI-5/8' LAO
SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS. SCREW AT EACH
BLAZED SECTION PEOJEDBE RONFORECEMENT BRACKETS JAMB BRACKET
ATTACHED TO U-BAR ON UPPER INTEGRAL He (SEE
2) 18 CA LBEFALLGSHEET -STRUT SGR5VEO TO LOWER 1/4 -20.9/15- TRACK
RITECRAL CID OF SECTION AND OPERATOR STELE TO BE BOLT AND 1/4-20 PEA
FACTORY INSTALLED.INSTALLER SHALL FIELD INSTALL (1) MJT AT EACH J8 JAMS
1 /4-14.7/5' SELF DPJLLL14C CR,MPR7E SCREVI If ATTACH BRACKET LOCATION
THE i-STRUT TO THE INTEGRAL Re AND OPERATOR STILL
AT THEGENTERUNE OF THE DOOR PER DETAIL FIN:
SHEET 2
3. `ARYL OR WOW DOOR STOP NAILER A hAAAEUM OF 6'
O.0 MUST OVERLAP TOP AND BOTH ENDS OF PANELS
MINIMUM 7/1E- 70 WEET NZOITIVE,
4, KEY LOCK, SLIDE LOCHS, OR OFFRA70R REQUIRED.
15 GA $717CNEZa
5- SECTION SMALL BE CONSTRUCTED W 7H FOAMED IN DARR BRACKETS
I PLACE POLYURETHANE FOAM INSULATION CHEMICALLY SEE SCHELOULZ FOR
BONDED 70 30 CA MINRIMUM FACER STEEL AND A QUANITY, LOCATION,
PO-VLAMINAIE SACKER, OR 32 CA STEEL SACKER. END AND TYPE
CAP TO H0Z A MINIMUM 1.11' DEPTH.
4" 6 THE DES' OF THE SUPPORTING STRUCTURAL KEY LOOK OR SURE LOOK
ELEMENTS SHALL BE THE REVONSHLUTY OF T,,TEL BOTH ENDS (NOT
PROFES SO MAL OF RECORD FOR THE SUA.CING OR REQUIRED IM71H OPERATIC
STRUCTUBC AND "' ACCORDANCE W111 CURRENT BUILDING SEE NOTEM1)- SLIDE
CODES FOR THE LOADS USTED ON THIS GUARINO. SHOWN FOR
7. OLDER JAMB TO BE MININU14 2x6 STRUCTURAL GRADE
CLARITY
LUMBER. REFER 70 JAMB CONNECTION SUPPLEMENT FOR 4) SECTION SOLI)
A17AChMENT TO SUPPOITHNG STRUCTURE, DOOR GROWN, SEE SHEET
2 FOR U-BAR LOCATIONS
D. LoullZR OPTION - .040' MINIMUM LOUVERS IN MOLDED ON DOORS 'WITH OTHER
FRAMES SCREWED TOGETHER KITH A MINIMULI OF (6) SECTION QUANTITIES AND
ELAI* SCREWS INSTAL? ED RE THE BOTTOW SECIIO& SEE NOTES 1 AND 2 ON
THIS SHEET' FOR GLAZING
THE RE' LOUVERS ARE NOT IMPACT RESISTANT AND Do NOT MEET , WIND-80KNE DEWRIPMENTSFOR REGIONS, OPTIONS.
LOUVERED SECRON REQUIRES OPERATOR STILE TO BE
FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR,
CSUPERIMPOSEDDESIGNPRESSURE
DABS ON U RUCTU ESTRUCTUREkil STIR
MR, :
CODE :
UNWORM LOAD EACH JAMB (PIJ) HSONT I
I '1WIIIII, //
x
No. 77945
STATE OF
IN
NGRI,ai
ROAD 1EU
14""'T HOAK, TEN.
I, - 11— TIE 1E II7ZLEe
EN PEVI'S SELL PRCDKL ONLY FOR OF
WAKILOW) foiAUCi14N DST,`U`E. REVISIONS
CHARGES
TO GENERAL WAT
AND CHANGED BAR
FASTENER 7N`F END
GAPS AND TOM
FEFTAJFUTR, NCED
CENTER HiNOE SIDE
AND ADDED H,
FR OPTICI INGED
STRUT qT)
FICATION METHOD ED
COLORED PAINT TO IMPEO
NUMBER. 3/
8/06 ADDED
SUPERIMPOSED iGNI
PRESSURE LOADS SUPPORTING
IUCTUREANDAIRED
NUMBER OF iMEVIHRS
AND CENTER DEC
REQUIRED FOR ZROVIIER
DOOR WIDTHS. a -
5/10/06 ADDED
IMPACT KETANDE
TO DOOR. ED
MODEL 6100. DIED
NOTE 8 TO ITS
THAT LOUVERS NOT
IMPACT iSTANF
F
S/6/07 MODIFED
JAMS ROSSI
SCHEDULE FOR r
OPTION, ADDED LITT NQK
DETAIL SKEET 2- REA
ED MAX HEIGHT 8`-
9*, ADDED NICK AND
ROOF PITCH CK
SOW. 7/
22/06 UPDATED
11-ILE SLO;K 6/
26/10 ER31528
IED
9605, AND DEER
NOTES 5123/
2017 THAN
OR EQUAL
TO 12`0*. FOLLOVING
DIMENSION DENOTES SLOTTED JAMS BRACKET ATTACHED TO TRACK WITH TRACK BOLT AND NUT. FOURIANG
DIMENSION DENOTES OUCX INSTALL JAMS BRACKET INSTALLED A 9UTTERFLY SLOT. NO ADDITIONAL HARDWARE!, NEEDED TO ATTACH TO TRACK. DOORS
WITH HIGH UFT, ROOF PITCH, AND/OR GREATER THAN EF IN ETEIGHT REQUIRE USE Of CONTRVITOUS WALL ANGLE, SEE SUPPLEMENT TRACK CHART FOR DEIALS, 1111
P111111 1A1111 APP Wayne
DESIGN (PSF): +2,59[3/ 28,80 MAX WIDTH: 16,-0, TEST (
PSF): +3 -HEIGH'Ev G" tawQDalton.
fMLPACT/CY-,1_;C RATED (YFS/NQ); YES MAX SECTION j--_I-T 21' 1-,' M0611
GARAGE DOORS MODELS
5120/9100/9605 DIVISION
OF OARHEAG DOOR CGEN 3395
ADDISON DRIVE PENSACOLA
FLORIDA 37514 I WNDLOAD SPE0FICATION OPTION CODE 0230 mm
OF
2 DRAWINGPART
T N 0.. REV p
1 318960p10
13 GA ADJUSTABLE I OR PLACE 1-BAR OVER INTEGRAL BIB 13 GA AUJIUSTAEGL
FIXTURE ATTACHED TO GITH THE (a) PRE-PuNcHrD TvP fIxTIJRE
PRE -PUNCHED HOLES 4 S EACH END FACING UPWARD
IN BOTTOM 6F U--BAR ANDATTACHTHIRD END CAP AT WTH
12) 1/4-14x5/8- EACH END ISTH f2) 7/8' CRIMPTITE:
SmFWS___ SELF DRILLING CFRAPRT[ SCREWS AMIC
OR
STANDARD TRACK AND (3) 1/
4-14.7/8' SELF mmum, lZAGROOIISCREr (
2 .-H TRACI ' A ARE
DEES TO ATTACHED Ti TOR DETAR
A 8RAZXE7
As SwIlIN), 2Lj4EA_
Z)qQ0M "K _JaL_ Q
E-Al A 13
GA BOLLER SI-VE ATTACHED 10 PRE -
FLINCHED HOLES IN lCF OF j-BAR PLACE U-BAR OVER IRTEGRAL MR WYH ON
t2) CRAPTiT, SCREWS, THE (S) PAE-NBCHE. HOLES EACH LAID USE
1 EWNG HOU, IN SIZE TO ENSI)RE FAOND LPWARF AND ATTACH THRU END HOPES
AUGNMEHI OF POLLERS LTCAP AT EA 4 LOB AITR (2) -t/4-14K7/d- 0DRILLING
CRWP7 IT7 SCFZIRG In
C HINGE ATTACHED EXOE2 _TAR PLACED OVER TOP VATH (
A) 1/4-14.5/5' RIB ON THE 50TION SECTION $HALL ONLY Cmmmuz
ScRt-ws (2 or I_ ,
AD BEADMGINGU FNO CAP AT EACH VK4MH
ARE FAC:R END ACTH (1) 1 /+- I AN7/8' SELF DRA.LNG ALEACIllro'
TCRIMPTITE
SCREW LUCAT. 0 (IN THE BOTTOM
FLANGE OF THE U--BAR bGTZ
D-JF TO CLEARANCES SECURES TO 2'
NY,_ON STER)IMART, INSTALL SCREWS Al THE HODS OF THE R
OLLZR BAHRS, A L U-SA95 5HA1,L Ut S7-
m ON SECTIONS PRIOR TO TA114C
ROU R SUITES AN' , TCP luIrl
ON El E IK NSSEE IILTIA-TAGlJUZNT OTLS Ni M -WET. 15
GA FACE AT-ACLED PLACE '-BAR OTT ANOATTACH? VA(
6) 1/4-204-',T8. WIN (2) 1/4-20.5/8- CRUPTITE
SERVIS k2 OF cgmp"ITE SCREV's TONSIL, VAIICH
ARE FACTORY PRE-PUNCIIES HOLES AT ATTACI!£
D j OF MjjAj EACIf WDEHAIEDIATF HINGE IARE ' FfELD INSTATE', INTO LOCATION (I THRJ FLANGE OP
LEAF, ANC I OF OF U-BAH AND BOTTOM WHICH
IS FIELD LKSTAL—ED HINGE LEAF AND I TBRIJ DHRUFRE-Fu"'HaD HOLE RES OF U-BAR AND IN
INTEGRAL KID OF SECTum) 12
0A BOTTOM BRACKET AC70RY
ATTAGMFD 'VTH 13) ]/-
1 'Ia' AUBAR '0 INTEGRALM 'WN PLCE --VERINTEGRALACR -H
SCREWS— NOTCH a OWN 0 IU AR BOTTOM CR TAND
A7ACH END CAP ACKS ATETCHEND '
A7N (,) SELF DRJLLLNG
CRIUP11TE SCREW AS 4-14X7/
6' FOR IMPACTRES1,S-ANCE, 130110M. Eft
ACRE? MUST BE K'dH
AND USE (1) SELF Dki NG
CR,34PT,-,E SCREW ACROSS ME SORIERES TO -
HE BOTTOM 831TON Of THE BOTTOM U-ISAR AT U-SAR
W'TH SACK PRE-nhCMED Hal AT EVERY 1/4
HNOF 1 OCATION. USE (1) jNC CPJMPIT-
E SCREWS.;T- BE IMP
ACT BCTTOIA BRACKET MPTITF SSRFSl
AT AU OTHER RE-PUNC14ED
HOLE LOCATIONS - I)C-,
A,"_ THIS SHEET. Ito. 77945
ku STATE
OF
T771011ill 4576
0AJOTY
ROAD RO1611 tAOUHIL_ 014
1'A6 N
0,1 A'M 1IIUTA' -_ VM4' WS
WTH
STARLESSSACKED RES IRS
WASHERS 3-1/2-
C%u. Max — SEXL ULTRA-_AZE
Cj
N014-STIT
OTURAL
DECORADUIF INNER WINDOW
mm-_ USED
ONLY ON
IMPACT BLAZED SECTION - I
I CA TTEINFORCEMEN7 BRACKET
ATTACHED WITH (+)
1/4-
14.7/8" SELF DRILLING CIGMPTIRE
SCREW$ (2
BRACRET AMC V-
SAR) IvR, BIROUGH Rom I .'UmL__Q
1) 1/4-
14X7/8- SELF DINILW5 CRIMPBTL SCREW AT CENTER JNE
OF GOER THEL, NAjT & JEF ERA lift
ERAZ'rE!, tjq_ML _D_PUT &
BEFEW CHEY F'E.W'F'Eo ON IMPACTO-AZEDSECTIONS.
SEE NI.M ATTACH BOTTOM BRACKETTO
BOTTOM U-BAR
PATH (2) A ORT MPTIIE KF,7
S) SECRON
ICCRS WITH (
8) S-, IS,
CA, 80 NSA U- BARS
LOCATED OVER INTEGRAL CITS
AS SHOWN
ECTIcv 00CAs 5)
3-,
18 CA,
80 MEJ U-SARS
LOIAHD QYFR NTESRAL RIBS
AS 1.
AIL U-BARS
SHALL BE: PLACED OVER INTEGRAL TIMS AND A-TACHFI) TIT PRE-
FUNC14F, HOLES AN (2) 1/4-I*,I5/8_ CNNJFT,TE SCREWS AT
EACH INTLIRWENA-1 BeNME LOCATION, (2) 1/+-14.7/8-
SELF DW-ING IDEMPTIE SCKS AT EACH END CAP (,EXCEPT ROTH U--BARS
ON BOTTOM SECTION - SEE DEW B AMID D ?KS
SHEET), 2) I/A-14X6/B- CRIMPITE ESSe WS hPFIEOMMATELY LW,YAr
8FTYIVEN EN'I OF DOOR AND, JUTEPJAEDIATE HINGE LOCATION, AND T'
MMPTITE SCREW AlPNO)GRATELY 5'
EACH END, FOR DOOR VIOTIM GREATER THAN 12'-
U', THESE SMALL 01 A TOTAL OF (21)) SCREWS AITACMMC
TACH U-BAR EXCEPT BOTH U-EARS ON 80 7M
SECTION SMALL HAVE A TOTAL OF (18) BOHM EACHFOR DOOR WODIS LESS
77AN OR EQUAL 70 12'- -0 . , THERE SHAH. BEA TOTAL
OF (18) SCREWS' ATEAC8AD EACH J-GAR EXCEPT BOTH U-
AARS ON BOTTOIN SECTVDIN J NON-STRLDTURAL VECGRAIIVE. CHALL HAW
ATOTALO (Wi SIRREIVS EACH, MITER WINDOW "RI'44 y WITH
LETM EXOFPT"ON "If
THE (8) PRE PUNI KOLES N ROLLED.IME TOP OF EACH SAO USESrCRA—, T 'AIRLMENT or THE ROLLED. 1/4' POLICARSONAT; 51"S AlIll THIF (
f, pSE-NUH'CMSD HOLES IN TIE BOTTOM OF EACH END LOU EOR DEE A—-4CMMENOF
THE TOP A LIMUESS MOIST OTH N, FIRMS, ON TW15
SPECIfTDATRON OR NWDNG' ALPRE _UNCHED HOLES A ALL
U--GARS SMALL, BE ATTA*403 TO THE DOOR 14-1 CRMMPT,
7E SCREWS 3. IS CA U--BARS SRR,:- BE S7AMPED '
46' APPRO)LUATf1v 8' FROM EACH ZINO, Wayne Ty alton. GARAGT DOORS
DbVPICN OF OVERHEAD
DOCK
IECETAIL—
E 3395
ADERSTIN SIR FENSACOLA, FLOINDA 3Z"
14 STATIC
PRESSURE RATINGS momm
CHANGES TO GFMINRAL GAT
AND 01ANGIC IAR
FASTENER
111E I DENTED..
KNOt 'N I
ADDED CPTINC ADDED
SUPER.4,05ED
ISM MESSURE LOANSSGP'
Dq US ' C UCTURE
AN' RFIED NUNFER
Of EARTHS AND CEN'
SES REQQReIIFOR
MOWER DGUR VSQTHS.
I 5/10/'
S6 HO MODEL
610G. iRED Nola
iD I. THAT E06WR-
1 140T IMPACT
ISTAN - 6/S;67
NON' EO JAMS w"
xZT SCHEDULE
FORAp"ON_ ADDED
LHR CK DETAIL
SHEET 2. 7/22/
oa PDATIO TITLE alCCR
5/26/10 US
i516 Y3) 9605,
AND XEM __ : 5/
23/2017 FACT/
CY(GIC
RA EC ,SECDON
HFIIGRIT' 2I'r_PfFCKFP
4/6/Us ._FIRS NIODF,C 520/9100/96057 _s1E T 2 6- '
T i PART iVR(V. f RW WINDLOAD SP;_
7Cl.F'JCAT;CN OID'DION CODE02301
318960 pig
SPLICE PLATE LOCATION
SEE SCHEDULE
MAX
2"
M, A X
2"
MAX
12
MAX
MAX
12
MAX
CLIPS TO BE' EITHER
RIVETED, BOLTED, OR
WELDED. SEE DETAILS
THIS PAGE-
3WA7NE KOPNIW, PE
4576 COUNTY ROAD 160
MOUNT NP E. Owf
FL PE 77945 Tx PE 11786E
PROFESSONAL F4QNEI SEX PROVSEC WLY FOR
VFRIF)I OF WNIDWAO 001 VEAlU_
EE CLIP DETAIL
CLIP LOCATIONS
SEE SCHEDULE
TR ACKRACK
13 GA iMIN
CONTINUO1
WALL ANG
ll GA MIN
CLIP SEE
SCN17DU!
13 CA MIN
CONTINUOUS
WALL ANGLE
2) 1/4" X
7/16 SEMI
LOULAR
R;V,17S-
11 GA MIN
CLIP SEE
SCHEDJLF—
RS 1I
2
13 CA MIN
CONTINUOUS
WALL ANGLE—
tAE J
celvls:
NO. 77.94,5
I0
STATE 0F
ZORIDP,
x N,
0 GVAL
i1-d
TRACK
3) 1/4"-20 TRACK
DR CARRIAGE BOLT
MITI 114"-20 NUT
TYPICAL CLIP
BOLTING DETAIL
Know
1) 1/4"-20 TRACK
OR CARRIAGE DOLT
WITH 111/4"-20 NUT
1:YPJQAL CLIP
RIVETING DETAIL
11 GA MIN CLIP
SEE SCHEDULE
1) 11/4"-20 TRACK
OR CARRIAGE BOLT
AlITH 1/4'-20 NJT,
TRACK
TYPICAL CLIP
WELDING DETAIL
DESIGN PRESSURE CHART
MAX
DOOR MAX PSF
WI () TH
9'-0" +46.0 PSr/-52.0 PSF
46.0 PSF/-52,0 PSF
LLIL-0" --46.0 PSF_/-52.0 PSF
TRACK 'SUPPLENENT CHART
Wayne
4-Dalton.
AOU 000R
3395 ADDISON DRIVE
PENSACOLA, FLORIDA 32514
850) 474-9890
REVISIONS
L ANGLE 12 FOOT
ATED
B/11/03
UPDATED FORMAT,
REASED ALLOWABLE
5SURES TO
5=/-52,00 PSF FOR
DOOR VAD Dl&
WIGED 'TEXAS 'NALL
LE' TO "CONTINUOUS
1 ANGLE'. ADbO
157RA-JE MOI
AIL, CHANGED TO
HD ANCHORS
4/2/07
CHANGIO) FORMAT
rED MODELS 9806'
1 8024 WITH OVERLAY
TRACK CLIP
UPDATED MODELS
iTED IN CHARTS.
DATCO SPLICE Z, CLIP
HEDU - ES,
P 9/06/07
UPDATE MOUNTING
TAIL DRAWINGS.
UPPA'T A CHARTS TO
MINATE THE USE OF
F 08 CUP (REPLACED
H 49 ACROSS -,HE
iARU).
UPDATED STEEL
UNTNG DETAIL
B D4/'.I/08
EXPANDED 1-1/2- TO
3/8- DOOR THICKNESS
IART UP To 14' HIGH
T 72,'11/08
0 UPDATED TT,_E
OCK
T 5/2/10
1 UPDATED TITLE
GCK. REMOVED CHART.
IT 71/15/13
Z UPDATED TITLE
UCK,
C 5/115/17
SHEFT 1 OF 2-
DRAWING PART 140, 1 REV.
307494 P, I
2 3/4" ±1"
EDGE DIST
8 2-24
E601
XX
Ml, 2- 4 M[
N HIICK S77-
EL FOR MOUNT1 UNTNC5/
16" x 5/8" i WALL ANGLE LAG
SCREW OR I QU,
lVA'_ENT INTO N
2 x F_ NO 2 TRACK
C! !P_ TO SPF (0=0,42), OR BEE
ER AT EACH T - 4- - 20xg/l 6" I 'S 0
E OR PA R OF" HOLE
1_0CA7fONS- TRACK
BOL7 A N IT
1/4-20 HEX NIUT - N/,&
IJNTING -10 WOOD JAMS DE7AiL MOUNTNQ TO STEEL. DIETAll, 2
3/4" OPTCNAJL 'WALL ANG-E MAY BE I
ED10F DIS-, ATTACHED TO SUPPORTING STEEL W!
TH VI,N. !)/ 1/4-20x7/8" SELF DFILLIiNG
SCREW WITH 1" O.D. WASHER
AT EACH HOLE OR PAR OF is
HOLE LOCATIONS :N EJ OF WELDIN( 4,
4'
CONCRE-
TE VOUNIDIN-Is _D AL DwA
E KSIRN6p, IE 4578
ccVN, Roll" 16,, 1
lpcailgll iX FF
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SEAL PROVOSD 04-Y FCA IFA739 OF
DETMi'. 3/ 8" SIMPSCN,
TITEN Hill), 2-3/4"
VN EMBED INTO MIN 2000 PSI
CONCRETE AT EACH HOLE
OR PAIR OF HOLE LOCATIONS
WALL ANG'-E
4-20x9/16"
TRACK 3CL'- AND
1/4-20',
HEX NET TR ACK CLIP
AF lAl NO,
77945Q-
STATE OF
40RIDPI
ZONAL e
Wayne
a0alton,, GARAGE
ODORS
3395
A. DR:
VL ENSACOLA, FLOR.IDA
32514 650) 474-9890
Rl:1IDDNS 2
INCH K ,, -
CLi S-
7FXAS L ANGLZ 12
FlD7 A7ED UPDATE,' F'
UFMAI
REASED ALLOWABLE SSURES
TO i.
CC/_52,
00 FSF FOR DOOR WDTI4,S.
NGSD -,TEXAS WALL ;
LC TO -CONTNUOUS
L ANGULV_ ADDED
TRATE MOUNTING AIL,
CHAN-M
TO N HD AK,-,'
4/2/07
CHAN,;FO FORMAT.
ED DDELS GL8GO
84'4 MTH011FIRLAYTRACKCOUPlEOLILE.
8/21/
07
uPDATED MODELS ED
IN CHARTS,
IA flE D
spua & CLIP EDULES. E/aB/
c7
UPDATED CHARTS TO
WZATE THE US-
OF E #S LLIP (
REPLACED TH 0 ACROSS
THE ARID). F 10/
24/
07 UPDATED STEEL iUKPING
DETAIL B
04/11
7a5 FXP I A,
O. 1-1/2' 7C 0 ,/a, 000R
ART UF 4'
HC)41 0 ADDED YiqllEL 8700.
DATED _r!_l- SIOUX,
7 6/2/10
1 UPDATED TITLE GCK
REMUVED CHART. 2
UPDATED TITLE OCK,
C 5/!S/
17
S 4FF7 2 OF
2 D D RAWNG PART
D. I RE`4 717 Q P , 11
Wayne
Dalton_.
GARAGE DOORS
3395 ADDISON DRIVE
PENSACOLA, FLORIDA 32514
85C) 474-9890
J Ko
No-77945
STATE OF 4) z-
P4 top, OR
1/0 NAL
SOUTH
UWAYNe J. KCRNI,, =
4576 =LW7Y A)AC I 6Z
MWKT 1140PL 01"L
ri - PE 77915 TX F-F 117WB
SEE DE7AA-S 1, Z AND 3
RECIARED FOR "VERTIOAl
PDS- REINFORatc
SYSTEMS.
ASTUNERS PER
SCHIEDOLIS i THRll 4
WMMUM 2.4
S fR6CNJRAI- GRADE
LIMSER FOR
ATTACHMENT TO
DOOR HFIGH 7
SPAv Pd9 WOOD SUBSTRATE
Oft MINIMUM 2.5
FOR ATTACHEMEN-
TO , ONCRETE AND
GROUT FILLED OAIv,
TYP,
6' MA4 Ll
DOOR 191DTH
W, 2s5 #3
ERN p4tii
aCK
RACKET
UMSF R—,
4 4
4-
LC2' 3/3' SIMPSON TNTFN HO SCREW
ANCHOR WMI, A 1 1/4" WASHER AND
A MINIMUM EMBED AENT DEPTH, OF
2-3/4' AJIS A MINIMUM EDGE
DSTANCE OF 2-3/4-,
Slldm, MAXIOLIV DESFIN -OAD
1AFACJ7Y 1'* 2065 LES,
WNIMLA)i 2.6 J3 Z HEADER LOCKsou-TiERN PNE 2RA-KE-, 8"
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J L(
4) 3/8- SIMPSON 7TEN HD SIRE, ANG`
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OF 4'. NOTE,
MAYJKVJV. DESIGN IQAD CAFAC11TY
Of 2400 LES, WNWM
2.5 #3 - IEADEP I -OCK EST) 7,
1ZRIll PINE 9RACKET 4" 4'
3/8'
Dw LAG ScREWS WITH 1-
1 4" CG. WASHFRS. LAC SGREWS
SHALL HAW A MWIMJM PENETRA`
D*N OF 1-9/
32- INTO Ti-,' MAJh SUPPORT MEMBIR,
UQ:--- m;
Wjh' SFSG,W LOAD CAPACITY OF
243q LaS, REVISION$ P17
UPDATED,
TMLE 111. C
e/
15/17 V,0A0
PRIFZAN NAL
NG NFEWS AL PROEl SEVrW-Y FORDRAWNG PART, ND. REV. rLR'—,A`r^ F '
ff+,,AWB CONK-ECTON SUPPLEMENT 324621 P Q
Wayne
Dalton,
GARAGE DOORS
3395 ADDISON DRIVE
PENSACDLA, FLORiDA. 325?4
850) 474-9890
P-
575 C3CON7YRIA. 4D;
Ho." 7915 -,X Pe Ts s PR-'*
TS- '-L ENGNEP'S SFAL PR{W-,E, DI-Y FOR WTC3A0 =
NSTRUQT*DE7ALS MIN 21'
00 P CONaRETT, NQM MAX
ALLOWABLE FASTENtR LOAD MAY
EXCEED THE DF34GN OAO OF
THE S7R-7jK, DEDGN OF -,jppoR
Ti' o STPOCTURE SHALL 8E THE
SoE RESPGNS:3LiTY OF HE PROFESSONAL OF
RECORD—, FOR THE STRUCTURE
3/a- simnoi
n-'E'N HD' / 1 2-3/4'
MN EMBED. MN ti ' BET'WEEN
JAMB BRACKE-1 LOCAPON
IAMB BRA--KET
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1/4-2
C HEX NUi-- TRA;'K 2
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Koj Z
of S/
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LOQ 07 THE STRUCTURE, DE5lGN OF 3LP6OP7NG
57RUC7jRE SHALL K E SOLE RESPONS;
SrITI OF THE PROFESSiONAL OF RECORD FOR
THE STRUC7URE EXTFRIQR 5/16"
LAG
SCREW WIN / g 1-9/32
EMBED N R C:NTFR
OF
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T I 114-20X9115'
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8L--, ESC 5/i5/
V
DATF !AME I .- 4
10 '3I
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NO
REV 324620
Florida Building Code Online
13
13CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear
bt' Product Approval
USER: Public. User
Application Detail
FL # FL19715-R3
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Silver Line Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick, NJ 08902
651) 264-4178
Nicholas, Kopp@anderseiicorp.com
Authorized Signature Nicholas Kopp
Nicholas. Kopp@andersencorp.com
Technical Representative Jon Berrian
Address/Phone/Email One Silverline Drive
North Brunswick, NJ 08902
732) 435-1000
jonberrian@slbp.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
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 Hermes F. Norero, P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association
Quality Assurance Contract Expiration Date 12/31/2019
Validated By Locke Bowden
11 Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
1"RdArd,
AAMA/WDMA/CSA 101/1,5.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
ASTM E1886
ASTM E1996
ASTM E330
TAS 201
TAS 202
TAS 203
Year
2011
2008
2005
2012
2002
1.994
1994
1994
1, 1110,01,1911§1NORN , , 0110111110 10, Sections from the Code https://
floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqtvA%2bxmzklhGufBV5nRNMfo[DM5dhG3[OCYhzgZSGolvg%3d"/3d 1/2
BERM Florida Building Code Online
Product Approval Method Method I Option D
Date Submitted 06/16/2017
Date Validated 06/16/2017
Date Pending FBC Approval 06/22/2017
Date Approved 08/08/2017
Date Revised 12/18/2017
VEL
19715.1 Series 2900/4900 Single Hung
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ. Yes
Impact Resistant: No
Design Pressure: N/A
Other: See Installations Instructions and Product Evaluation
Report for design pressure tables and limitations of use.
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant. Yes
Design Pressure. N/A
Other: See Installations Instructions and Product Evaluation
Report for design pressure tables and limitations of use.
197153 Series 70 Model 2127 Single Hung
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ. Yes
Impact Resistant: No
Design Pressure: N/A
Other- See Installations Instructions and Product Evaluation
Report for design pressure tables and limitations of use.
19715.4 Series 70 Model 2127 Single Hung
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ. Yes
Impact Resistant. Yes
Design Pressure: N/A
Other: See Installations Instructions and Product Evaluation
Report for design pressure tables and limitations of use.
Extruded Vinyl Single Hung Window
Installation Instructions
12715_R3 II WDO02_55_M —7-0-67-1-5.0-f
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
fEL!2715--Ra-AE-P-ER4B-75-5-$-IQIZ-D(- JA )_,jp d
Created by Independent Third Party: Yes
Installation Instructions
Verified By: Hermes F. Norero Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
Extruded Vinyl Single Hung Window
Installation Instructions
Verified By: Hermes F. Norero Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
2- Qk:14 _W
Created by Independent Third Party: Yes
Extruded Vinyl Single Hong Window
I ---------- I ---- --- - ---------
Installation Instructions
Verified By: Hermes F. Norero Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
QQnWstS :: 20_LIIU_r_5Lone ,Tallahassee_- 2 ' RLQaa_a5-47- IA The
State of Florida is an AA/EEO employer. too nqLit_2DQ713 Sty e of $jdtQruFlQriOp :: Erivacy men :: AQCQ5sijWityent :: EgLqno '-;tom tit jqtgt _ j _ Under Floridalaw, email
addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sect electronic mail to this
entity, Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395. *Pursuant Section 455,275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one,
The emails provided may be used for official communication with the licensee. However email addresses are public record, If you do not wis 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 licen! under Chapter 455, F.
S., please click bgre_, Credq Card Safe https://
floridabuilding.org/
pr/
pr._app_dti.aspx?param=wGEVXQwtDqtvA`/`2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGo1 vg%3d%3d 2/2
ONE (1) INSTALLATION ANCHOR IS RECIIJIRED AT EACH ANCHOR LOCATION
SHOWN
THE NUMBER OF INSTAILATON ANCHORS DEPICTED 6THE MNTNIUM
NUMStA OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION Or' THE
MAXIMUM SIZE LISTED.
INSTALL INDIVIDUAL !NSTAUATION ANCHORS WITHN ATOLPRANCE OF1112 NCIII
THE D-INCTZO LDCATiON &SPACING IN THE ANCHOR LAYOUT OCTAjLS IZ.,
WXHOUT CONSIDERATION OF T OULRANCES). TOLERANCES ARE NOT CUMULATIVE
FROM ONE INSTALLATION ANCHORTOTHE NEXT, Sh"
M AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHINA(
S), NbUINIUM ALLOWABLE SHIM STACK TO BE 318 INCH. SHIM WHERE SPACE
OF 1/16 INCH OR GREATER OCCURS, SHUMI[S) SHALL BE CONSTRUCTED OF
HIGH DENSITY PLASTIC OR BETTER. FIN
INSTALLATION; FOR INSTALLATION INTO WOOD FRAMING USE 48 WOOD SCREWS
OR 11 GAUGE ROOFING NAILS OR1Lod COMMON NAiLs0F37j—FFTo—ENT LENGTH
TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
INSTALLATION SHALL MAINTAIN MIN, 3/8" EDGE DISTANCE, SILVER
LINE BUILDING PRODUCTI SERIES
290014900 EXTRUDED
VINYL SINGLE HUNG WINDOW NON -
IMPACT) NO
1.
THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH, THE 6TH EDITION FLORIDA
BUILDING CODE (EPIC), EXCLUDING HVHZ AND HAS BEEN
EVALUATED ACCORDING TO THE FOLLOWING; AAMAJWUMAJCSA
101/IS,2/A440-08jjI 2.
FIN
INSTALLATION: FOR INSTALLATION INTO METALSTUD USE 08 AIR
I'- W" O:SUi4lCiENTLENGTHTOAj HIEVEAMINIMUWOF3 g`-' _5T TAAlr LIATA) BEYOND METAL WALL INSTALLATION SHALL MAJNTA;N MIN,
3/8- EDGE DISTANCE, THROUGH
FRAME INSTALLATION.: FOR INSTALLATION INTO WOOD FRAMING USE
910 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH MtNiMUW`&
VaLOMENT INTO WOOD SUBSTRATE - THROUGH
FRAME INSTALLATION: FOR INSTAJATION THROUGH IX BUCK TO CONCRETEI'
MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16 INCH OAMUER
H'W TALCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 INCH MJNWIUM
EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN, 13/4' EDGE MSTAINCE.
THROUGH
FRAME INSTALLATION: FOR 045TALLATkON INTO METAL STUD USE PIC
SELF-TAPPiNC SCREWS OF SUFFICIENT LENGTh TO ACHIEVE A MIAIMVM OF
3 THREADS YEP/ETRATtON BEYOND METAL YVA'iL. MINIMUM
EMBEOMENT AND EDGE DISTANCE EXCLUDE WALL FuNISUES, INCLUD174C
BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. INSTALLATION
ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROS;
ON RES' ISTANT MATEAA_ OR HAVE A CORROSION RESISTANT COATING
ADEQUACY
OF THE EXISTING STRUCTURAL CONCRETE/
14ASONRY, ZX FRAMING, AND METAL FRAMING AS
A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING
AND TRANSFERRING APPLIED PRODUCT LOADS
TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD FOR THE PROIECT OF INSTALLATION,
3.
IX AND ZX SLICKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED
AS SPECIFIED HEREIN. REFER TO SHEET C FOR FURTHER
DETAILS OF SUCK INSTALLATION. 41
THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A
SPECIFIC SITE. fF 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 IN NON-
HVHZ AREAS, IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL
TO r ,' 08TAINED FROM MIAMDADE REP OR AHJ,
5,
APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED ON THIS
PRODUCT IN AREAS REQUIRING iMPACT RESISTANCE, 6.
WINDOW FRAME MATERAL, PVC FOR
HOLLOW SOCK AND GROUT FILLED BLOCK, DO NOTA57FALL 7. IN ACCORDANCE WITH THE 6TH EDITION FRC, WOOD INSTALLATION
ANCHORS INTO MORTAR HDI*NTS, EDGE 06TANCE IS MEASURED COMPONENT 5 SHALL HAVE MEN PRESERVATIVE TREATED FROM,
FREE EDGE OF BLOCK OR EDGE OF MORTAR JOWT INTO FACE SHILL OF OR SHALL RE OF A DURABLE SPECIES AS DEFINED N BLOCK..
CHAPTER 23. NSTAU_
ATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR WI8. GLASS MEET" -1 HE REQlw;jREMLN' , S OF AS710 11300 MANOFACTiRER'
S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE GLASS CHARTS. SEE. SHEET 6 FOR GLA?iNG DETAILS. USED
IN SUBSTRATES WITH STRING I HS LESS THAN THE N44 ;NUM STRENGTH SPECIFIED
BY THE ANCHOR MANUFACTURER. INSTALLATION
ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE
NlA7ERAL5 WITH THE FOLLOWING PROPERTIES: A,
WOOD - MINIMUM SPECIFIC GRAVTY OF 0.55, It -
CONCRETE -MsNWUM COMPRESSIVE STRENGTH OF 3000 PSI. C-
GROUT-Fi,LED CMG- UP41T STRENGTH CONFORMS TO ASTM C-90 WITH MINIMIJ'
A COMPRESSNE STRENGTH OF 20" P51 AND GROUT CONFORMS 0
ASTM C 476, WNiMUM GROUT COMPRESSIVE STRENGTH OF 200S PSI. D.
HOLLOW BLOCK CMU - UNIT STRENGTH. CONFORMS TO ASTM C-90 WITH MINIMUM
CONIPRESSWE STRENGTH OF 2000 PS, F
STEEL - lAINJJMjM YIELD STRENGTH OF 33 KSf, NININIUM WALL-nHiCKNESS OF
47,8 MiL jO.0478" or 18 GAUGE)- MIN,, 112" EDGE DISTANCE. E,
ALUMiNUM - M N;M15M ALLOY W63-T5. MINIMUM VVAU_ THICKNESS OF Vic".
MIN, 1/2" EDGE OISTANCt- MAX
OVERALL SIZE WIDTH
HEIGHT DESIGN —
I MISSILE PRE'
S"IRE IMPACTRATING 36,
84. DIX 35 / -35 ?SF NON lMGAC7 O/
X 50 1 -50 ps" NON UaPAG`T U.
71. 0/x 50 / -50 PSF NON IMPACT 38'
77' O/X 35 / -35 PSF NIMP V-761'
X 50 -50 PSF NON IMPACT AS'
72 7 ' 2' O/X 35 ;5 PSF I NON IMPACT 48'
a
EA-
84- DIX 20 MA'
FACT52, 7Z' O/X 25 /.25 PSF I PAOT 36'
83-75' OPK (ORIEL, 35 -35 PSF NON IMPACT 48*
96" IX (011El) T_ 20 -2C PSF NON IMPACT 72'
1,2. O/X-O/X 35 _35 POF NONZMPACT 7Z-
84' OIX-O/X 35 -35 PSF NON IMPACT 76*
62' O/X-O/X 50 -50 PSF NON IMPACT 76'
7L ' OIX-I 50 -50 PSF NON ThAPACT 7
717' 25 PSI' NON IMPACT 74'
O/X-O/x 35/ -35 PSA IMPACT 96"
74' 0,'X-O/X 3-10 30 ASP NON IMPACT 108,
61— O/X-6 1 -50 P5F NON IMPACT Dl'
iNIV -w"w by I,.-- F. I—, PC awc~,
I,. INC-u 16-
11,061,14W FL#: FL19715 SilverUine
irAndersen
LAA'
llk MoIlE 8R4aN
CK. NT WSW N,
M12) *35_mo w
10
10Z
ZE z
LO 5W0002
MAX, FRAA,
HEIGHTSIt
MAX. FP,
tElr,HT
MAX, FRAME
WIDTH 48"
ELEVATION
SINGLE HUNG WINDOW
MAX. FRAME
WIDTH 96-
ELEVATION
TWIN SINGLE HUNG WINDOW
QUALIFIED CONFIGURATIONS
ARCH TOP COWlGlJP.A-nONS MR AIL 2901-4901
RATINGS, SINGLE UNIT CONFIGURATIONS
MAX, FR,
HEIGHT,
MAX FRAN
HEIGHT 94
MAX. FRAME
WIDTH 48'
ELEVATION
SINGLE HUNG OMELWLNDOW
MAX FRAME
WIDTH 108,
TMPLE SINGLE HUNG WINDOW
MZ
Z::5
Z
SWD002
SHEET: 2 OF 6
2"MAX,
FROM ----4,—
CORNERS 11
I" MAX,
2'MAX,FROM 6" MAX,
FROM —11
4 1/2" MAX- CORNERS O'C'
CORNERS O.C.
11" MAX.
O.C.
4 IJZ' MAX,
4 6" MAX.
i i I I
2'MAX
FROM
CORNER,
aa[T5 IT MAX, T_
FROMMAX. 6'MA
CORNERS FROM
ANCHOR LAYOUT ANCHOR LAYOUT
CORNERS
L FM-SNGLE HUNG WINDOW ANCHORLAYOUT NAIL
I'lN - TWIN SINGLE BUNG WINDOW NAIL fiN - TRIPLE SINGLE HUNG WIR67ow 11"
MAX I-
O,' * 6'
MAX, FROM
20' MAX CORNERS
O.G. 6'
MAX FROM
CORNER5
2(
r MAX. 6"
MAX FROM
CORNERS
Afl'
CHOR LAYOUT 16
112, MAX, O'
c' I
J-
6'
MAX. FROM
CORNERS
12
3/4- MAX O.
C' 61
MAX, FROM
CORNERS
16
112, MAX ANCHOR
STRAP 6- MAX, T— P/
N 50-2995-2 FROM SEE
SHEET 5 FOR CETATL5 cokNEks ANCHOR
LAYOUT THROUGH
FRAME -TWIN SINGLE HUNG WINDOW 12',
AX P/
N 50-2995-2 SEE
SHEET 5 FOR SAILS ANCHOR
LAYOUT THROUGH
FRAME -TRIPLE _$INGLZ HUNG WINDOW ONC
Z
4
C, Z
T
Z ci
7 cu
V)
o
r)
m
Z tii z
zi Z
DWG
SWD002
SHEET:
3 OF 6
CONCRETE/ MASONRY
BY OTHERS
CAULK BETWEEN
CONCRETE/ MASONRY eA ZX
WOOD BUCK BY OTHERS
2X WOOD BUCK BY OTHERS
SEE SHEET 6 FOR
CONNECTION DETAILS
8 WOOD SCREW
INSTALLATION ANCHOR
EXTERIOR FINISH
I BY OTHERS
SEALANT
O.A. BY OTHERS
UNIT
HEIGH T EXTERIOR
SEE GLAZING
DETAIL, SHEET 6
11/2"MIN,
EMBEDMENT
4
INTERIOR
HZAD - 2X WOOD SUCX
NAIL FIN
SEE GLA2IN&
DETAIL,5HEET6
EXTERIOR 1 i., INTERIOR
UNIT
HETCHT
By 07HER-5
EXTERIOR FINISH
BY OTHERS
Z WOOD SCREW
INSTAU —0- ANCH--
3/8' M—IN j
EDGE DIST, WOOD BUCK BY OTHERS
SEE SHEET 6 FOR
CON 14ECTION DETAILS
CAULK BETWEEN, C-ONCkETE/ M
NICRETE/MASONRY & ZX BY OTHERS
WOOD BUCK BY OTHERS
V E
woozy
Rjl ATIC,.L SECTION
4 SILL - 2X WOOD SUCK
NAIL FIN
3/8, MIN
EDGE D15T,
1/4" MAX,
114' MAX, SHIM SPACE
SHIM SPACE
SASH REINFORCING,
SEE SHEET 6 FOR REQUIREMENTS
SEE GLAZING
DETAIL SHEET 6
EXTERIOR
O.A.
UNIT
WIDTH
MIN- 31aEDGE DISTANCE
MIN, 3 THREADS
PENETRATION BEYOND
METAL 51-AUCTukE
98 GR.5 SELF -TAPPING -;CREW
INSTALLATION ANCHOR
METAL STUD BY OTHERS,
SEE SHEET 1':N5TALLATION
NOTE 14
EXTERIOR FINISH
By OTHERS
PERIMETER SEALANT
BY OTHERS
rC-\, HORIZONTAL SECTION
1/4' MAX, 4 JAMIS - METAL STV D
NAIL FIN
SHIM SPACE
A-
50NAYEMBEDMENT
silver6T-ll
1411-'2HtXJ±ivlFCX'wwllz
p4l Qw I-lww
W
Z
Dwr,
W000S2 l
10 WOOD SCREW
INSTALLATION ANCHOR
CONCRETE/ MASONRY
BY OTHERS
CAULK BETWEEN
CONCRETE/MASONRY -
By OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
EXTERIOR
UNIT
HEIGHT
SEE GLAZING
DETAIL, SHEET 6
3/4'MIN.
EDGE DISTANCE ZX WOOD BUCK/STUD BY OTHERS
SEE SHEET 6 FOR
CONNECTION DETAILS
SASH
SEE SHEET 6 FOR RI
VERTICAL SEC71ON
5 HEAD-2XWOODBUCK
THROUGH FRAME
SEE GLAZING
DETAIL, SHEET 6
IEXTERIOR
Q.A.
UNIT
HEIGHT
PERIMETER SEALANT
BY OTHEPS
11/2' MTN,
EMBEDMENT
114' MAX.
SHIM SPACE
SEE GLAZIN
DETAIL SHEET
INTERIOR
1/4' MAX.
SHIM SPACE MIN. 3 THREADS
PENETRATION BEYOND
METAL STRUCTURE
MIN. 1/2" EDGE DISTANCE
F-7
910 Gk 5 SELF -TAPPING 'SCREW
iNSTALLATTON ANCHOR
METAL TUBE/STUD OR APPROVED
MULLION BY OTHERS,
SEE SHEET I INSTALLATION
NOTE 14
PERIMETER SEALANT
By OTHERS
O.A.
UNIT
WIDTH
F HORIZONTAL SECTION
JAMB - METAL TlJBEj$T4JD OR APPROVED MULLION
THROUGH FRAME
5) 914 PANCAKE HEAD
SC REWS Fki
FRAME, HOL
TO ACCOMOb
INTERIOR
ANCHOR STRAP, AT TWIN 4
TRIPLE CONFIG. ONLY. SEE
U620PLANVIEW -ANCHOR STRAP
PIN 50-2995-2)' DETAIL AT
RIGHT FOR INSTALL. REQ.
1/4" MAX,
SHIM SPACE
EXTERIOR FINISH
BY OTHERS
EMBEDMENT
PRECASTSILL
BY OTHERS i'l
3/16"I'rN TAPcoN
INSTALLATION ANCHOR
13/4' MINT
EDGE DISTANCE
D VERTICAL SECTION
5 SILL -CONCRETE) NRY
THROUGH FRAME
HORS
FROM ANCHOR STRAP TO
PLAN VIEW - ANCHOR STRAP OPENING. SEE ANCHOR
REQUIREMENTS BELOW,
SilverLine
AnderSen
7- M
vi
Dz< zA
cztL
ri
STRA P -AP ANCHORING REQ UIREMENTS' UIREMENT5;
A, FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16" ITW TAPCoNs
PER STRAP, MIN, 1-1/4' EMBEDMENT, MIN, 1-3/4' EDGE DISTANCE,
8, FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS,
CIA. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN, 3/4' EDGE DISTANCE,
C.FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP, MIN. z
Z
1-1/2" EMBEDMENT, MIN. I" EDGE DISTANCE, lo V)
SWC)002
SHEET; 5 OF 6
Silver Line
INTERIOR
INTERIORtou
SMALL FRAME 'LARGE' FRAME
REINFORCING EXTERIOR REINFORCING
SEE BELOW FOR REINF, SEE BELOW FOR REINF
REQUIREMENTS REQUIREMENTS,
VERTICAL SEIONrW HORIZONTAL SECTION ME
ETSTILE. WTER-
ED-IE fl-EM.1110N I-
ALUMINUM SASH REINFORCING IS
REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48
X 72. (O/X), DESIGN PRESSURE /- 35 PSF 36
X 84, (OIX), DESIGN PRESSURE./- 35 P5F 38
X 74, (OIX), DESIGN PRE55URE 50 PSF 38
X 77, (O/X), DESIGN PRESSURE 35 PSF 72
X 84, (OIX-OIX), DESIGN PRESSURE 35 PSF 76
X 72, (OIX-OIX), DESIGN PRESSURE 50 PSF 108
X 62, (O/X-O/X-Q/X), DESIGN PRESSURE 1/-50 PSF 108
X 72, (OIX-OIX-OIX), DESIGN PRESSURE -/-50 PSF STEEL
INTERMEDIATE FRAME 'LARGE' REINFORCING IS
NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76
X 62, (Q/X-O/X), DESIGN PRESSURE -/- 35 PSF n -
57EEL INTERMEDIATE FRAME 'SMAL! ' REINFORCING uLS
NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS- 76X62,(
OIX-O/X),DESIGN PRESSURE */-35PSF NOTE:
ALL
GLAZING CONFIGURATIONS SHALL COMPLY WITH
SAFETY GLAZING REQUIREMENTS OUTLINED
IN CURRENT F8C AND ASTM E 1300 GLASS
LOAD RESISTANCE, 5/
8" O.A. 1,6,, GLASS EXTERIOR
INTERIOR WIN
CLASS IUE
aTTE 1/2" T
1/
8' SETTING BLOCK GLAZING
DETAIL I NOTE;
I.
LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED
TO MAINTAIN V MIN. CENTER TO CENTER! SPACING
BETWEEN ANCHORS SUCH THAT MAX, SPACING
SPECIFIED 3:5 NOT EXCEEDED. 0
BUCKMAYBEFLUSHWITHFACEOFTHEBLOCK, 1/
4' ITW TAPCON ANCHOR 4'
FROM CORNERS 16"
MAX O.C, THEREAFTER 2X
WOOD BUCK OF SUFFICIENT DEPTH
TO FULLY SUPPORT WINDOW
FRAME. BY
OTHERS 11/
4- MIN, EMBEDMENT
11/
2' MIN, EDGE DISTANCE
2.
MIN. EDGE- 015TANCE
111 0 CONCRETE/ MASONRY By
OTHERS 9UCK
INSTALLATION DETAIL tiCz
z 0,
W
7LW
CCM
my
T -
A,
1ZBUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
398 East Dania each Blvd.
Suite 338
Dania Beach, FL 33004
954.399,8478 PH
954344,4738 FX
contact@ buildingdrops.com
Product Evaluation Report
M
Silver Line Building Products
Series 2900/4900 — Extruded Vinyl Single Hung Window
Non -Impact)
Im
Florida Product Approval
FL# F1,19715
Report No. 4875
6t" Edition Florida Building Code
Method:
Category:
Sub — Category:
Product:
Material:
Product Dimensions:
I — D (Engineering Evaluation)
Windows
Single Hung
Series 290014900,Vingle Hung Window
PVC
See Installation Instructions, SHID002
Prepared for:
Silver Line Building Products
One Silverfine Dr.
North BrunsNvick, NJ 08902
Prepared by:
Hernies F. Norcro, P.E.
Y'loricla Professional Engineer ' 73778
L)ate: 06/14/2017
Contents
Evaluation Report Pages I — 4
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2017.06.14 21:54:09 -04'00'
I I I I 14.,
F 0
sl -.0
7e'
Trz1A4,u
o• 4' N
SIS . ....... 'P0NA0-_- `'
f'"\
Hermesfo, P.E. Florida
No. 73778
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Nwl
State Product Approval Method (1)(d)
Series 290O/49DOSingle Hung Window FL#:
FL19715 Date:
06/14/2017 Report
No: 4875 Scope:
This is a Product Evaluation Report issued by Hermes F. Noneu\ P£ (FL# 73778) for Silver Line Building
Products based onMethod ld of the State of Florida Product Approval, Florida Department ofBusiness
and Professional Regulation Florida Building Commission, RaMMMUM Hermes
F.
Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or
distributing the product or in any other entity involved in the approval process of the product
named herein. Thisproducthasbeeneva|uatedforuseln|
ocationsadheringtndhe6mEditionF|ohda8ui|dlng Code. See
Installation
Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use
parameters. I This
product has been evaluated and is in compliance with the 6t' Edition Florida Building Code,|j
l the "High Velocity Hurricane Zone" (HVHZ). 2 Product
anchors shall beaslisted and spaced asshown ondetails. Anchor embedment into substrate material shall bebeyond
wall dressing mrstucco. 3. When used in areas
requiring wind borne debris protection this product complies with Chapter 16 of the 6
1h Edition Florida Building Code and does require an impact resistant covering. 4 Site conditions that
deviate
from the details ufdrawing SVVDOO2require further engineering analysis byalicensed engineer orregistered architect. 5.
See Installation Instructions SVVQDO2for size and design
pressure limitations. HermesF. Norero,Pf. Florida No. 73778
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
FL#. FL19715
Date: 06/14/2017
Report No: 4875
Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance
with the Florida Building Code and State Rules for manufacturing under a quality
assurance program audited hyanapproved quality assurance entity through Window
and Door Manufacturers Association (FBC Organization #: QUA2515) Performance
Standards: The product described herein has been tested per: 0
AAMA/VVDK4A/CSA1O1/iS.2/A44O'O8/1I Referenced
Data: 1,
Product Testing performed by Architectural Testing F8[
Organization #TST15SW) Report:
Dated: B924I01,
109-47 5/18/2012 C0329.
02-109-47 3/17/2014 0375
01-109-47 3/11/2013 0328D1-
109-47 1/03/2014 707401-
109-47 6/17/2013 7075.
01-109-47 8/16/2013 C9952.
81-109-47 8/30/2013 D9358.
01-109-47 9/17/2014 D5957.
01'109-47 8/16/2014 D8964.
01-109-47 1/05/2015 E5810.
01-109-47 3/05/2015 E561I.
01-I09-47 3/03/2015 E561201-
109-47 5/07/2015 E7244,
01-109-47 6/16/2015 E7250.
01-109-47 6/16/2015 E9219
01-109'47 10/21/2015 E9220
01-109-47 10/21/2015 E922101-
109-47 10/28/2016 l
Quality Assurance Window
and Door Manufacturers Association FB[
Organization #:{lU42515) 3.
PVC profiles meet requirements ofVVDMA/HaUMarkVVD-5Iinaccordance with
AAMAjO3 Hermes
F.Nunen\PZ. Florida
No. 7377@
BUILDING FL#: FL19715
A e
Date: 06/14/2017
o|utYonin x ry r p
Certificate ofAuthorization: z95/8 Report
No: 4875 A.
For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge
Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length
to achieve minimum embedment of 1,50" into wood framing. B.
For steel stud substrate (Min 18 6a, Fy = 33 ksi), use #8TEN PH orHVVH Screw type steel stud
anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure.
A.
For two by (2X) wood buck substrate (Min, S.G. = 0.55), use #10 PH Wood Screw type installation
anchors of sufficient length to achieve a minimum embedment of 1.50" into the
wood substrate. B.
For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one
by (IX), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon
type concrete screw anchors of sufficient length to achieve minimum embedment
of 1.25" into concrete or masonry. C.
For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood
bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw
anchors of sufficient length to achieve minimum embedment of 1.25" into concrete
or masonry. D.
For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #IOTEK PH or HmJH Screw type steel
stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel
structure. Refer
to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements.
Refer
to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements.
S
BCIS home Loa In User Registration 1 I lot Topics I Submit surcharge I Stats & Facts i Pub` catans F13C Staff i BCIS Site M.p Links Search
Product ApprovaldbrUSER: PUblir User
Rrod,&t.Q,:_AepqQtLc)n St > Aaalwz&oi List > Application DetailU_
FL # FL13192-RS
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer James Hardie Building Products, Inc.
Address/Phone/Email 26300 La Alameda
Ste. 250
Mission Viejo, CA 9269t
909) 349-2927
pi rigs heng . zhuOd j a rnesha rdie.cern
Authorized Signature Pingsheng Zhu
pingsheiig,zhu@jameshardle.com
Technical Representative Pingsheng Zhu
Address/Phone/Email 10901 Elm Ave,
Fontana, CA 92337
909) 349-2927
pingsheng.zliu@jameshardie.cc)iTi
Quality Assurance Representative Pingsheng Zhu
Address/Phone/Email 10901 Elm Ave.
Fontana, CA 92337
909) 349-2927
pir)gsheng,zhuj@jameshardie,conI
Category Panel Walls
Subcategory Siding
Compliance Method Evaluation Report, frorn a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcapy Received
Florida Engineer or Architect Name who developed Ronald 1. 0gavaa
the Evaluation Report
Florida License PE-24121
Quality Assurance Entity Intertek Testing Services NA, Inc, - QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By John Southard, RE,
Validation Checklist - HardcofIy Received
Certificate of Independence FLt3192 R5 C01 RIO - Certific t o Ir LgpL ndf —A Lff
Referenced Standard and Year (of Standard) 51anAand year
ASrM C1186 2007
ASTM E330 2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
Z,(:!) 2 Q -,J'7_A, e CLy-jidf
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 08/09/2017
Date Validated 08/25/2017
Date Pending FBC Approval 08/28/2017
Date Approved 10/10/2017
Summary of Products
FL # Model, Number or Name Description
13192A Cemplank Lap Siding fiber -cement lap siding
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ. Yes
Impact Resistant: N/A
Design Pressure. N/A
Other; For use in HVHZ install in accordance with NOA 17-
0406.06
13192,2 1 HardiePlank Lap Siding
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other. For use in HVHZ install in accordance with NOA 17-
0406,06
131923 1 HardieShingle Individual Shingles
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ, Yes
Impact Resistant. N/A
Design Pressure, N/A
Other:
Installation Instructions
9LCe 2_R5ImRLanks t, I I at ikl_i _O_f II nELLD22-
R 5L I I_E B. ELI-3tn_
R5._IL_ER_RIO-2ti8Z-I,Z_pLank ShiDgl(Ltp CEU4p(Lf ELQj,9L2,_
R-5_U_hR RjQ-2,6_U-_L7Plan* iNSP,heafihing _pS;[f FLIU92 _R-
13 11-NDA-12&IN 6 ladff Verified By:
Ronald I. Ogawa 24121 Created by
Independent Third Party: No Evaluation Reports
P 3192R5
AF FR.RIQ-Z§83-17 Rtqn k W M _L Ll _ Fram M—eptff
LLIt3L9_Z___n
f R -2'R7-17 J.o qL ELLt( An
LgLj:, n p L - Created by Independent
Third Party: Yes fiber -cement lap
siding Installation Instructions fLI,
3j92_j-
2 vR 17 aLk_Woo _I_L1 _fLaMg _of Flj_n,92__R.
5jLj-RRLQL2aLj7 PjADkA_ a-LLImgpKLf LQA 17-PI06 Qkaq Verified
By: Ronald I. Ogawa
24121 Created by Independent Third Party:
No Evaluation Reports an 1, WgqA
Mg tat
qMU IQl _pqf EL1_329_?_
B5_MR__KQ__
6g__lgj[k 5 h tatng-pft ELI:Jj A 1 # E {I66cif
Created by Independent Third Party: Yes
fiber -cement individual cladding shingles Installation
Instructions f_7v13_1q.2
R5_j_
hLdi5g _g _-__sja_llqt,io if Verified By: Ronald I. Ogawa 24121
Created by Independent Third Party: No
Evaluation Reports LF ii - a, rm)!
Z_p
Af Created by Independent Third Party: Yes
13192A HardieShingle Panel fiber -cement notched
shingle panels (straight edge, staggered edge, half round edge) Limits of
Use Approved for use
in HVHZ; No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A Design Pressure:
N/A Other: Installation
Instructions R -Z 85-
1
7 Shimoie
Wood rietal Lm ni- f LLLU 2_ 5
LI IQ-
2 nk__5hj1]9L -1 D—d f _E_ _JR tj _Q j LFLU3-19-z-R-5—T
Llatl:lll Q§h tan p f Verified by: Ronald I. Ogawa 24121 Created
by Independent Third Party: No Evaluation
Reports
1[111M_32_1__E RP
Created by Independent Third Party: Yes
13192,5 1 Prevail Lap Siding
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistari N/A
Design Pressure: N/A
Other: For use in HVHZ install in accordance with NOA 17-
0406,06
fiber -cement lap siding
Installation Instructions
fil'i t9_MLLP_df
Lt_1-_319 2 R-5
LLL1192._R5, 11 NOA 17-0406 06 Ljdf
ELL39ZR5 11
Verified By: Ronald I. Ogawa 24121
Created by Independent Third Party: No
Evaluation Reports
Mg-ul
Franhe,pdf
EL11'al —R',,AE LR_Rite 2687-_!'Z_fL'aa_k_ -,P—df
LL j 3 I _9
F_L3192 L jj_jAENiA Created by
Independent Third Party: Yes Contgc't
ULs 0j_,Dld,1r ', Tllahgs ,F 399Rhcoe'r 85 - 7- The State
of Florida is an AA/EEO employer. CoDyright 2007-2n3_.5,te (2f site:: FrlvaGv State enC ;: Aeceesibilitu Staten'!' t LFdp J S a elp "t Under Florida
law, email addresses are public records. If you do not want your e-mail address released In response to a pubilc-records request, do not send electronic mail to
this entity. Instead, center, the office by phone or by traditional mail, If You have any questions, please contact 850,487.1395. *Pursuant to Section 455.275(
l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S, must provide the Department with an email address if they have Jhe emalls
provided may be used for official communication with the licenses, However email addresses are public record. If you do ,)at w1sh 'm supply a personal one, aaddress, please
provide the Department with an email address which can be made available to the public, To determine if you are a licensee order Chapter 455, F.S., please click
t Qte_ ProductApproval
Accepts; MWIME9M Credit
Card
Safe
1111111111111 I III I1r!"!!IIIIIII 11 ' 11,1111 1;11I IIIIIIIIIq IIIIIIIIII
0 For use inside HVHZ:
o Prevail Lap Siding fastener types, fastening schedule, and installation shall
be in accordance with the Miami -Dade County • NOA 17-0406.06.
Consult the HardiePlank product installation instructions on the follow
pages for all other installation requirements.
For use outside of HVHZ,
c) Prevail Lap Siding fastener types, fastening schedule, and installation shall
be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO-
2687-17, or RIO-2688-17. Consult the Prevail product installation
instructions on the follow pages for all other installation requirements,
PREVAIL
MULTIFAMILY SIDING PRODUCTS Lap Siding
South
INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010
SMOOTH 'TEXTURED
IMPOR_TA-NTFAliLU-RETO -INSTALL AND FINISH THIS PRO_D_UC1_'1_N-ACCORDANCE'---ITHAPPLICABLE BUILDING CODES AND
THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM
PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY
STORAGE & HANDLING:
Store flat and keep dry and
covered prior to installation.
Installing siding wet or saturated
may result in shrinkage at butt
joints. Carry planks on edge.
Protect edges and corners from
breakage. The manufacturer is not
responsible for damage caused by
improper
storage and
handling of the _P_
product,
CUTTING INSTRUCTIONS
OUTDOORS
1. Position cutting station so that wind will blow dust away from user
and others in working area.
2. Use one of the following methods
a. Best i. Score and snap
i . Shears (manual, electric or pneumatic)
b. Better i, Dust red; ang circular saw equipped with a
Hardieblarde7m saw blade and HERA vacuum extraction
c. Good: 1, Dust reducing circular saw with a Hardirmlade saw blade
only use for low to moderate cutting)
INDOORS
1. Cut only using score and snap, or shears (manual, electric or pneumatic).
2. Position cutting station in well -ventilated area
NEVER use a power saw indoors
NEVER use a circular saw blade that does not carry the Hardiablade saw blade trademark
NEVER dry sweep — Use wet suppression or HEPA Vacuum
Important Note: For maximum protection (lowest respirable dust production), the Manufacturer recommends always using 'Best' -level cutting methods where feasible.
NIOSH-a proved respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additional exposure information is available
at www,prevailsoing.ourn to help you determine the most appropriate cutting method for your job requirements, If concern still exists about exposure levels or you
do not comply with the above pracrices, you should always consult a qualified industrial hygienist or contact the Manufacturer for fuli information,
SDW105
GENERAL REQUIREMENTS:
PrevailTM lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o,c, sheathing'. Irregularities in framing and sheathing can mirror
through the finished application.
Prevail"' lap siding can also be installed over foam insulation/sheathing up to 1" thick, When using foam insulation/sheathing, avoid over -driving nails
fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if
power -driven nails (fasteners) are used for attaching siding over foam insulation/sheathing,
A water -resistive barrier is required in accordance with local building code requirements. The water -resistive harder must be appropriately installed with
penetration and junction flashing in accordance with local building code requirements, The manufacturer will assume no responsibility for water infiltration,
Install Prevail"' products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with local building codes
if greater than 6" is required (fig. 3).
Maintain a 1" - 2" clearance between Prevail'"" products and roofs, decks, paths, steps and driveways (figs. 4, 5 &
Maintain a 1/4" clearance between Prevail"' products and horizontal flashing (fig, 7),
Ensure gutters have end Gaps. Maintain a minimum V gap between end caps and siding Fitrimffig8). gere I Double Wall Single Wall
Construction Construction
Install kickout flashing at roof -wall junctions (fig, 9), water -resistive barrier et -in brat
Adjacent finished grade must slope away from the building in accordance with local 24" o. max.
building codes - typically a minimum of 6" in the first 10'. OSpli
or c.
a.Do
not install PrevailTm products, such that they may remain in contact with B
sheathing standing
water. Prevail'"'
lap siding must be installed on vertical wall applications only. DO
NOT use stain on PrevailT11 products. For
larger projects, including commercial and multi -family projects, where the span of the wall is significant
in length, the designer and/or architect should take into consideration the coefficient of thermal
expansion and moisture movement of the product in their design, These values can be found
in the Technical Bulletin "Expansion Characteristics of James Hardie@ Siding Products"
at merev.JamesHardie,com, INSTALLATION:
JOINT TREATMENT Required
for Factory Built Color Finish, Recommended for Primed produict) It
is not recommended to use caulk at field butt joints. Figure
2 water -resistive barrier
joint
flaahmg" from 0 s- water -resistive V// barrier PVI edge- % install
Nooks in moderate
contact fustenor Irish,,
a 1 114starter strip to ensure a
consistent plank angle Install factory
finished edges together at butt joints. leave appropriate gap between planks and
trim, then caulk... As required
by local building code "'Apply caulk in accordance with caulk manufacturers written application instructions. WARNING: AVOID
BREATHING SILICA DUST Prevail'"' products
contain respirable crystalline silica, which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational lat c or sources. Breathingexcessiveamountsofrespirablesilicainalsocauseadisabling )d potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest smoking may
increase these risks. During installation or handling: (1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a HardichladeT, Saw blade and
crust -reducing circular saw attached to a HEPA viscuum; (3) wain others in the immediate area; (4) wear a properly -fitted, NIOSH-approved dust mask or respirator (e.g, N-95) in accordance with applicable government
regulations and manufacturer instructions to further omit respirable silica exposures. During dean -up, use HEPA vacuums orivet deanuinmemods - never dry sweep, For further 1%umation,
refer to our installation instructions and Material Safety Data Sheet available at www.prevallsiding.ccurn or by calling 1-877-236-7526. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION
INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH, PR1007-P114
7110
mm
Install siding and trim products in Maintain a 1"- 2" Maintain a V - 2" clearance At the juncture of the roof and vertical
compliance with local building code clearance between between Prevail"' products surfaces, flashing and counterflashing
requirements for clearance between the Prevail"' products and and decking material. shall be installed per the roofing
bottom edge of the siding and the paths, steps and Figure 5 manufacturer's instructions,
adjacent finished grade. Figure 3
stud
driveways, I
water
Provide a 1 " - 2" clearance between the
roofing and the bottom edge of the
wets -resistive
barrio, I_Zi;- Figure 4 st ing rest, i—stiveH. Siding and trim, F! ure 6
me
Maintain a 1/4" clearance
between the bottom of
PrevailT11 products
and horizontal flashing.
Do not caulk gap,
Figure-7
ItsidingDonot
Caulk
gap sidini
i
flashing
Maintain a minimum 1" gap
between gutter end caps and
siding & trim.
EMM
gutter and end cap
FASTENER REQUIREMENTS"
fascia
2"
Figure 9 KICKOUT FLASHING
WqStopRZ Because of the volume of water that can pour I
Ser-adherin Z' down a sloped roof, one of the most critical flashing
details occurs where a roof intersects a
sidewall. The roof must be flashed with 50f
dhrflnq eaves -
Mne step flashing. Where the roof terminates, Ki
kour shing
install a kickout to deflect water away from the
siding. Drip
edge It
is best to install a self -adhering membrane on
the wall before the subfascia and trim boards
are nailed in place, and then come back
to install the kickout. Figure
9, Kickout Flashing' To prevent water from dumping behind the siding and
the end of the roof intersection, install a "kickout" of sufficient length and angle
to direct the water running down the roof away from the siding, Blind
nailing (fasteners concealed by the previous course) is the preferred method of installation for all Preva
ilTM lap siding products. Face nailing (fasteners exposed) should only be used where required for high
wind areas and must not be used in conjunction with blind nailing. Consult applicable building code,
product evaluations, or code compliance reports for correct fastener type and placement to achieve
specified design wind loads. NOTE:
Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction,
Consult James HardieTechnical Services if you are unsure of applicable compliance documentation.
stud
24" 0,
C. max, 24"
11 _ -- Figure10Figure1 1/4" min. studO.
G. Max o v r a p, water -resistive Minimum overlap barrier
for Both Face and
Blind Nailing " 0
blindnail3"
1 min,
I 'I /4" fare nail overlap
water -
resistive watGr-
resistrve 1
114" rein. barrier
barrier
overlap
Laminate
sheet to be removed immediately after installation of each course for Factory Built Color products, I
The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION, For subscription information, visit
wwwJ1conline.com. Also
see General Fastening Requirements. P2/
4 6110
GENERAL FASTENING REQUIREMENTS
Fasteners must be corrosion resistant, galvanized, or stainless steel.
Electro-galvanized are acceptable but may exhibit premature corrosion.
The manufacturer recommends the use of quality, hot -dipped galvanized
nails. The manufacturer is not responsible for the corrosion resistance of
fasteners. Stainless steel fasteners are recommended when installing
PrevailTM products near the ocean, large bodies of water, or in
very humid climates.
PNEUMATIC FASTENING
PrevaflTm products can be hand nailed or fastened with a pneumatic tool.
Pneumatic fastening is highly recommended. Set air pressure so that
the fastener is driven snug with the surface of the siding. A flush mount
attachment on the pneumatic tool is recommended. This will help
control the depth the nail is driven. If setting the nail depth proves
difficult, choose a setting that under drives the nail, (Drive under driven
nails snug with a smooth faced hammer - Does not apply for installation
to steel framing).
CAULKING
For best results use an Elastomeric Joint Sealant
complying with ASTIA C920 Grade NS, Class 25 or
higher or a Latex Joint Sealant complying with ASTM
C834, Caulking/Sealant must be applied in accordance
with the caulking/sealant manufacturer's written
instructions or ASTM C 1193,
Consult applicable code compliance report for correct fasteners type and
placement to achieve specified design wind loads.
NOTE: Published wind loads may not be applicable to all areas where
Local Building Codes have specific jurisdiction. Consult the manufacturer's
Technical Services if you are unsure of applicable compliance documentation.
Drive fasteners perpendicular to siding and framing.
Fastener heads should fit snug against siding (no air space), (fig, A)
Do not over -drive nail heads or drive nails at an angle,
If nail is countersunk, caulk nail hole and add a nail. (fig. 13)
For wood framing, under driven nails should be hit flush to the plank with a
hammer (For steel framing, remove and replace nail),
Do not use aluminum fasteners, staples, or clipped head nails.
Snug Flush
Countersunk,
Caulk & 0addnail
do not under DO NOT
Figure A Figure B drive nails STAPLE
PAINTING
DO NOT use stain on Preva IT11 products,
Preva jIT11 products must be painted within 180
days for primed product and 90 days for unprimed.
100% acrylic topcoats are recommended.
Do not paint when wet. For application rates refer to
paint manufacturers specifications.
Back -rolling is recommended if the siding is sprayed,
FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE
Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly.
If large areas require touch-up, replace the damaged area with new Prevail Im lap siding with Factory Built Color technology,
Laminate sheet must be removed immediately after installation of each course.
Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer.
Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer,
PAINTING PREVAIL T111 SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY
When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application:
Ensure the surface is clean, dry, and free of any dust, did, or mildew
Repriming is normally not necessary
100% acrylic topcoats are recommended
DO NOT use stain or oil/alkyd base paints on PrevailTm products
Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature
COVERAGE CHART/ESTIMATING GUIDE (Please call 877-236-7526, option 1 for local availability)
Number of 12' planks, does not include waste
COVERAGE AREA PREVAIL" LAP SIDING WIDTH
LESS
OPENINGS SQ 5114 61/4 7 114 71/2 8 8114 9114 91/2 12
i so = 1 oo sq,ft.) exposure) 4 5 6 61/4 6314 7 8 8 1/4 10314
1 25 20 17 16 15 14 13 13 9
2 50 40 33 32 30 29 25 25 19
3 75 60 50 48 44 43 38 38 28
4 100 80 67 64 59 57 50 50 37
125 100 83 80 74 71 63 63 47
6 150 120 100 96 89 86 75 75 56
7 175 140 117 112 104 100 88 88 65
8 200 160 133 128 M 114 100 100 74
9 225 180 150 144 133 129 113 113 84
10 250 200 167 160 148 143 125 125 93
11 275 220 183 176 163 157 138 138 102
12 300 240 200 192 178 171 150 150 112
13 325 260 217 208 193 186 163 163 121
14 350 280 233 224 207 200 175 175 130
15 1 375 300 250 240 222 214 188 188 140
16 400 320 267 256 237 229 200 200 149
17 425 340 283 272 252 243 213 213 158
18 450 360 300 288 267 257 225 225 167
19 475 380 317 304 281 271 238 238 177
20 500 400 333 320 296 286 250 250 186
This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility
for over or under ordering of product,
RECOGNITION: Preva iITM lap siding complies ASTM C1186 insodoing meets the Fiber -Cement Siding code requirements in the 2006 International Building
Code@Section 1401,10, 1405,15, and 1405.17.2;and the 2OO6 International Residential Code@ for One- and Two -Family Dwellings Table R703.4and
section R703,10.2, Consult James Hardie Technical Services for applicable product evaluations or code compliance reports.
P314 7/10
0 20 10 JHTL All rights reseR,,ed, TM, SM, and 0 denote
Additional Installation Information,
trademarks or registered trademarks of JHTL Warranties, and Warnings are available at PREVAIL
NvAv.prevailsiding.com MULTI D'J'I I "Y SIDNG PRODUCIS
P4/4 7/10
1/2/2018 Florida Building Code Online
BCIS Home Log In User Registration Flat Topics Submit Surcharge Stars & Facts Publications FBC Staff FCIS Site Map Links Sear
Product Approval
USER: Public User
E_rodLjjt Al > PrQd ict or lica Sgarch > A2phcauoa List > Application DetailApp __jnLi
FL # FL12194-R6
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@altji-ninumcoilsinc.com
Technical Representative Paul Frost
Address/Phone/Email 5001. West Knox Street
Tampa, FL 33634
813) 249-9742
PFrost@alLiminumcoilsinc.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
Validation Checklist - Hardcopy Received
Certificate of Independence ELLZD4 vg iQD 4 S ff-
firs' 1f
Referenced Standard and Year (of Standard) andard Year
AAMA 1402 2009
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
https://www.floridabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQwtDquk24AUC°/2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Florida Building Code Online
09/06/2017
09/06/2017
09/13/2017
12/12/2017
12/15/2017
FL # Model, Number or Name
12194.1 Alumunum Coils Aluminum Soffit
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.
Aluminum soffit panels
Installation Instructions
ELL2
5offit's flr*,pdf
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
IFLI 19_4___Kk_AE AL (!L jQ 0 1. 3,2FBC F lua lon R p r 2L _ja_j_7_ 59fftu_
f IDOL Of Created
by Independent Third Party: Yes NORM
Q9
n : : Zi5 B 1 1 _r5LQo Q RT TallahasseeFin 32399 RL2_ne__15_0_4i1_7J12_4 The
State of Florida is an AA/EEO employer. _Cgp_yri_qht_2DQ7-_2_OlL5toe Qf Florid Prime men Alit 5taternent :: Befund in g.L) t L a :: Aggg55ii;i 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 sen electronic mail
to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.
275(l), Florida Statutes, effective October 1, 2012, licensees licensed Linder Chapter 455, F.S. must provide the Department with an email addr if they
have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis 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 licew under Chapter
455, F,S., please click figrg . Em Credit
Card
Safe hftps://
www.
floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC`/`2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2
CREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer:
Manufacturing:
Quality Assurance:
SCOPE
Category:
Subcategory:
Code Sections:
Properties:
REFERENCES
ALUMINUM COILS, INC.
5001 West Knox Street
Tampa, FL 33634
813) 249-9743
wwvv,aIUMiuUmcoilsinc,com
Certificate of Authorization No, 29824
17520 Edinburgh Dr
Tampa, FL 33647
813) 480-3421
PRI Construction Materials Technologies (QUA91 10)
Panel Walls
Soffits
1404.5,11, 1709.10
Wind Resistance
RMEMEM
Issued September 1, 2017
Entity Report No Standard Year
Certified Testing Laboratories (TST1 577) CTLA 1847W AAMA 1402 2009
Certified Testing Laboratories (TST1 577) CTLA 2076W AAMA 1402 2009
PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009
PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009
I
1. This report is not for use in the HVHZ,
2. Design wind loads shall be determined in accordance with FBC Section 1609.
3. Soffits shall be labeled in accordance with FBC Section 1709.10.
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 shall prevail.
5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2.
6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall
be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the
minimum load resistance for the project requirements,
7. All products listed in this report shall be manufactured Linder a quality assurance program in compliance with
Rule 61 G20-1
ALC 150013 FL12194-R6 Page 1 of 3
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
specifically addressed herein.
A"/0 0 0 ALUMINUM COILS,
Soffits
TECHNICAL SERv/CES.LLC
PRODUCT DESCRIPTIONS
3/8" F-Channel Preformed nominal 0.01O-inohthick, 3105 H-14a|uminum P-channel. See Appendix Dfor
dimension drawings.
30"J-CMannm{ Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix Dfor
dimension drawings.
Fascia Preformed nominal 0.O19inchthick, 3105H'14aluminum fascia. See Appendix Dfor dimension drawings.
16"Q4Soffit
Preformed nominal O.O135-inohthick, 3105H-14aluminum soffit panmuprovided in 16- inoh sections. The
reported net eevenNabon areas are 223 in^/lin,ftfor the 'full vent' configuration and 111inz0in,ft
and for the 'center vent' configuration. See Appendix Dfor dimension drawings. lf!oULLVLLNz
1Q-11WLR-
VLNj tfE LI-QJMKL 12"T4Soffit Preformed nominal
0O135inohthiok. 3105 M'14 aluminum soffit anen pmvided in 12- inch sections. The d
net free ventilation areas are 12.5 in^0in-ftfor the 'full vent' configuration and 4.2 in^
8in.ft for the 'center vent' configuration. See Appendix D for dimension drawings. QF-UTLB YULT
1Z-aQu-
Q-F1ArfU FL12194-R6 Page 2 of
This evaluation report is provided
for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLCnfany product changes
orquality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor
imply warranty . inmai|mnon, recommended use, n,other product attributes that are not specifically addressed herein
CREEK
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
ALUMINUM COILS, INC
Soffits
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6 1h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer-
ttt,1111111111
R,
No 74021
33 STATE OFTA
0%
0 RS
0 N A
11#1111110'
K*11'" ''
10:06:18
0A-tI00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CREEK Technical Services, LLC does not have, nor will 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 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 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 (8 pages)
2) APPENDIX B— Installation Drawings (12 pages)
3) APPENDIX C — Design Wind Loads(4 pages)
4) APPENDIX D — Dimension Drawings (4 pages)
ALC 150013 FL1 2194-136 Page 3 of 3
This evaluation report is provided for State of Florida product approval Linder 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
specifically addressed herein.
TECHNICAL SERv|CES,LLC
APPROVED SYSTEMS
ALUMINUM COILS, INC
Soffits
The following notes shall beobserved when using the assembly tables below. 1
Maximum Design Pressures (NDp)were calculated using a15:1 margin o/safety per FBCSection 1404,5.1 2 RebertoLiM[
TATIONsimndsec2ionsofth|aeva|uodmnwhenumingthetab|*(s)be|ow. I RehartniNS[
ALLA[IONseotionofthisreportforins1a||mUondetai|whentheinformaUoniano!exp|icidystatedhorthose|eotedassemb|y. 4 The
on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless
otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S,G. = 0.42) 2x lumber. Substrate attachment shall hedesigned byothers inaccordance with FBCrequirements
tomeet the minimum design requirements for the project. 6, Unless otherwise specified, the
Masonry substrate shall conform to ASTM C 90. Substrate attachment shall bedesigned byothers inaccordance with FBC requirements to meet the minimum design requirements
for the project. 7. Typical fastening details are as follows e.
12^T4Soffit —12-inoho.c Fastener Fastener
Location Location Fastener Fastener Fastener Fastener Locationion
Fastener Location
xLC150013 FL12194fl
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, insta||atiwn, recommended use, or other product attributes that are not specifically addressed herein.
1" M TECHNICAL SERVICES, LLC
d. 16" C4 Soffit — 8-inch o.c.
Fastener
Location
U-12MEM
Fastener
Location
A22roved System Numbers and Definitions
12F-# Approved Systems for 12-inch Overhan2 with F-Channel
12j-# Approved Systems for 12-inch Overhand with J-Channel
16F-#
16J-#
Approved Systems for 16-inch Overhan2 with F-Channel
Approved Systems for 16-inch Overhan2 with J-Channel
24F-# Approved Systems for 24-inch Overhang with F-Channel
24J-# Approved Systems for 24-inch Overhandwith J-Channel
fflyzat". IMR
Wall Connection Eave Connection
System Panel MDP
No. Width psf
Substrate
F-Channel
Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min, 1 3/4-inch long x
12F-1
MaxF6i Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch
0.072-inch dia. x min. 3/16-
40.0
1 rnxc h
24-inch o.c. O.C.
inch head dia. trim nail
spaced 36-inch o.c.
Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min, I 3/4-inch long x
1217-2
Max
Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c.
0.072-inch dia. x min. 1/4-inch 48
16-inch
spaced 24-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2
inch o.c.
One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x
12F-3
Max
Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c.
0,072-inch dia, x min. 1/4-inch 48
16-inch spaced 8-inch o.c.
and securing each panel lap head dia. trip nail spaced 48- 64.2
inch o.c.
ALC 150013 FL12194-R6 Page 2 of 8
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 attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Approved Systems for 12-inch overhang with J-Channel
ALUMINUM COILS, INC
Soffits
Appendix A
Wall Connection Pave Connection
System Panel MDP
No. Width W
Substrate
F-Channel
Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
Three (3) min, 3/4- One (1) min. #8 x 1/2-inch
inch x 1/4-inch crown One (1) min 3/4-inch x One (1) min, 1 3/4-inch long x
12J-1
Max.
Wood long x 3/8-inch head diameterstaplesindiamond Wood 1/4-inch crown staple
0.072-inch dia. x min. 1/4-inch +48
16-inch screw spaced 16-inch o.c.
pattern spaced 24- spaced 8-inch o.c. head dia. trip nail spaced 48- -64.2
connecting soffit to J-channel inch o.c.
inch o.c. I I
Wall Connection Pave Connection
System Panel MDP
No. Width psfl
Substrate
F-Channel
Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga. 1/4-inch crown x
One (1) min. 1.75-inch x
16F-1
Max.
Masonry
One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max.
0.072-inch diameter
finishing nail with min. 3/16- t53.3
1. 2-inch spaced max. 8-inch o.c 4-inch o.c. and securing each inch head spaced
panel lap 12-inch o.c.
One (1) 18 ga, 1/4-inch crown x
One (1) min, 1.75-inch x
Max Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max.
0.072-inch diameter
16F-2
12-inch
Wood inch leg staples in diamond pattern Wood
4-inch o.c. and securing each finishing nail with min. 3/16- t513
spaced 16-inch o.c.
panel lap
inch head spaced
12-inch o.c.
MaxM
One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long
x 0.072 inch dia. x min.
16F-3
IF6i nX, h
Wood 1 .25-inch embedment spaced 24- Wood crown staple spaced 16-inch
3/16-inch head dia. trim nail
25.6
inch o.c. 0. C,
spaced 36-inch o.c.
Three (3) min, 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long
16F-4
Max
Wood crown staples in diamond pattern Wood
One (1) min 3/4-inch x 1/4-inch x 0,072-inch dia. x min. 114- 27
16-inch
spaced 24-inch o.c.
crown staple spaced 8-inch o.c. D nailinchheaddia. trip 36,1
spaced 48-inch o.c.
ALC1 5001.3 I'Ll 2194-R6 Page 3 of 8
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 attributes that are not specifically addressed herein.
CREEK ALUMINUM COIL S, INC
Soffits
TECHNICAL SERVICES, LLC
Appendix A
Approved Systems for 16-mch overhang with F-Channel
Wall Connection Eave Connection
System Panel MDP
No. Width W
Substrate
F-Channel
Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga. 1/4-inch crown x
One (1) min, 1.75-inch x
Max
16F-5 Masonry One (1) 14 ga, 5/8-inch long T nail 1-inch leg staple spaced 4-inchWood
0.072-inch diameter
finishing nail with min. 3/16- t413
16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced
lap 16-inch o.c.
One (1) 18 ga. 1/4-inch crown X
One (1) min, 1,75-inch x
Max Three (3) 18 ga. 1/4-inch crown x 1-
1o. -nch leg staple spaced 4-inch
0.072-inch diameter
16F-6
16-inch
Wood inch leg staples in diamond pattern Wood
c. and securing each panel finishing nail with min. 3/16- 43.3
spaced 16-inch o,c.
lap
inch head spaced
I I 16-inch o.c.
tQ19121MINUU14
System Panel
Wall Connection Eave Connection
MDP
No. Width W
Substrate
J-Channel
Substrate Panel Attachment Fascia Cap
Attachment Attachment
Three (3) min, 3/4-inch x 1/4-inch
One (1) min. 1 3/4-inch
16J-1
Max
Wood crown staples in diamond pattern Wood
One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 215
16-inch
spaced 24-inch o.c.
crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4
nail spaced 48-inch o.c,
ALC 15001 . 3 FL12194-R6 Page 4 of 8
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 attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Approved Systems for 24-inch overhang with F-Channel
ALUMINUM COILS, INC
Soffits
Appendix A
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width W
Substrate
F-Channel
Batten Panel Attachment Substrate PanelLAttachment Fascia Cap
Attachment Attachment
One (1) 18 ga.1/4-inch
Nominal 1x2 crown x 1-inch leg
No.2 SYP
staple spaced
Three (3) 18 ga. 1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4-
One (1) min. 1.75-inch x
Max.
inch crown x 1-inch
rafter with one each panel lap inch crown x 1-inch
0.072-inch diameter
24F-1 Wood
12-inch leg staples in l) min, 2.25-
Wood
leg staple spaced 8- finishing nail with min. 80/-90
diamond pattern inch x 7d ring
One (1) min. 1 .75-inch
inch o.c.
3/16-inch head spaced
spaced 16-inch o.c.
shank nail
x 0,072-inch diameter 12-inch o.c.
24-inch o.c. finishing nail with min.
3/16-inch head spaced
4-inch o.c,
One (1) 18 ga.1/4-inch
crown x 1-inch leg
Nominal 1x2 staple 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 ga anchored to each panel lap inch crown x 1-inch
0.072-inch diameter
801
24F-2
12-inch
Wood smooth shank rafter with one Wood
leg staple spaced 8- finishing nail with min.-76.6
roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch
inch o.c.
3/16-inch head spaced
16-inch o.c inch ring shank x 0.072-inch diameter 12-inch o.c.
nail 24-inch o.c. finishing nail with min.
3/16-inch head spaced
4-inch o.c.
One (1) 18 ga.1/4-inch
crown x 1 -inch leg
Nominal 1x2 staple spaced
No.2 SYP 12-inch 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
0.072-inch diameter
80/
24F-3
12-inch Masonry inch long T nail rafter with one Wood
leg staple spaced 8- finishing nail with min. 76.6
spaced 8-inch o.c. 11) 7d x 2.25- One (1) min 1.75-inch
inch o.c.
3/16-inch head spaced
inch ring shank x 0.072-inch diameter 12-inch o.c.
nail 24-inch o.c. finishing nail with min,
3/16-inch head spaced
I I I I I 4-inch o.c,
ALC15001,3 FL12194-R6 Page 5 of 8
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 specifically addressed herein,
0 0 0 ALUMINUM COILS, INC
8n
7FECwN|CAL SERVICES, LL/
Appendix
Approved Systems for 24-inch overhang with F-Channel
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width W
Substrate
F-Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
crown x 1 -inch leg
Nominal 1x2 staple securing the
No.2 SYP
nailer of each female
Max
inch crown x 1 -inch
rafter with one 16-inch o.c. securing inch crown x 1 -inch 0.072-inch diameter
24F-4
16-inch
Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. +801-60
diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced
spaced 16-inch o.c.
shank nail
0 ne (1) min, 1 .75-inch each panel lap 16-inch o.c,
finishing nail with min,
3/16-inch head spaced
crown x 1 -inch leg
staple securing the
Nominal 1x2 nailer of each female
Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1 -inch 0.072-inch diameter
24F-5
16-inch
Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. +801-60
roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced
16-inch o.c, inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c.
finishing nail with min.
3/16-inch head spaced
ALC15001.3 FL12194-R6 Page 6 of
This evaluation report isprovided for State ofFlorida product approval under Rule 61G2U-3, The manufacturer shall notify CREEK Technical Services, LLCufany product changes or quality assurance changes
throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, instanmUon, recommended use, or other product attributes that
are not specifically addressed herein.
R E E KC
TECHNICAL SERVICES, LLC
Approved Systems for 24-inch overhang with F-Channel
ALUMINUM COILS, INC
Soffits
Appendix A
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width W
Substrate
F-Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga.1/4-inch
crown x 1 -inch leg
staple securing the
Nominal 1x2 nailer of each female
No SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x
Max, One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1 -inch 0.072-inch diameter
24F-6 Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. +80/-60
16-inch
spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced
inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c.
nail 24-inch o.c. x 0.072-inch diameter
finishing nail with min.
3/16-inch head spaced
4-inch
ALC 15001.3 FL12194-R6 Page 7 of 8
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 attributes that are not specifically addressed herein.
CREEK COIL S, INC
Soffits
TECHNICAL SERVICES, LLC
Appendix A
Approved Systems for 24-inch overhang with J-Channel
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width psf)
J-Channel Fascia CapBattenBattenPanelAttachmentSubstratePanelAttachment
Attachment Attachment
Nominal 1x2 No.2
SYR scabbed
between rafters with One (1) 18 ga. 1 /4-
one (1) min. 2.25- inch crown x 1 -inch
Nominal 1x2 inch x 7d ring shank leg staple spaced
No.2 SYR Three (3) 18
nail straight -nailed 12-inch o.c.
anchored to ga. 1 /4-inch crown
through the rafter securing each panel One (1) 18 ga
One (1) min. 1.75-inch
Max. rafter with one x 1-inch leg
into the end of the lap inch crown x 1-inch
x 0.072-inch diameter
24J-1
12-inch 1) min. 2.25- staples in diamond
batten or two (2) Wood
leg staple spaced finishing nail with min. t60
inch x 7d ring pattern spaced 16-
min. 2.25-inch x 7d One (1) min. 1.75-
8-inch o.c,
3/16-inch head spaced
shank nail inch o.c. ring shank nails toe- inch x 0,072-inch 12-inch o.c.
24-inch o.c. nailed on either side diameter finishing
of the batten at nail with min. 3/16-
each batten/rafter inch head spaced
intersection. Max. 4-inch o.c
rafter spacing is
24-inch o.c. .
Nominal 1x2 No.2
SYR scabbed One (1) 18 ga.1/4-
between rafters with inch crown x 1-inch
one (1) min. 2.25- leg staple securing
Nominal 1x2 inch x 7d ring shank the nailer of each
No,2 SYP Three (3) 18
nail straight -nailed female lock or
One (1) 18 ga Y-
anchored to ga. 1/4-inch crown
through the rafter spaced 16-inch o.c.
inch crown x 1-inch One
min. 1.75-inch Max.
rafter with one x 1-inch leg into
the end of the securing each panel leg
staple spaced x
0,072-inch diameter 24J-
2 16-
inch 1) min. 2.25- staples in diamond batten
or two (2) lap Wood 8-
inch o.c. and finishing nail with min. t53.3 inch
x 7d ring pattern spaced 16- min.
2.25-inch x 7d securing
each panel 3/
16-inch head spaced shank
nail inch o.c, ring shank nails toe- One (1) min. 1.75- lap
16-
inch o.c. 24-
inch o.c. nailed
on either side inch x 0.072-inch of
the batten at diameter finishing each
batten/rafter nail with min. 3/16- intersection.
Max. inch head spaced rafter
spacing is 4-inch o.c. 24-
inch o.c. ALC
15001.3 FL12194-R6 Page 8 of 8 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
attributes that are not specifically addressed herein.
ALUMINUM COILS, INC
CREEK SoffitsaTECHNICALSERVICES, LLC
Appendix B
INSTALLATION
Note - Refer to the APPRovaD SysTEms section of this report for additional installation details of a selected system and maximum design pressures limitations.
ALC 15001,3 FL12194-R6 Page 1 of 12
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 specifically addressed herein.
CREEK
cf TECHNICAL SERVICES, LLC
OWN
No. I Installation Detail
F' CHANNEL CAN BE
INSTALLED WITH THE
RAJUNG FLANGE UP OR
DOWN
1-3/4- TRIM NAILA
PAJNTEO S.S. 48'
C.C.
ALUMINUM COILS, INC
Soffits
03,13-MEM
31W PETPEEN SOFFIT STAPLE OPEN
RAFTER STAPLES DIAMOND
PATTERN DETAIL
31W
KTVCEN FACLA
BOARD N STAPLES
in
INN
3/
4- X 1/4- CROWN STAPLE "
8" ON CENTER SOFFIT—
12' - 1"IC11 sy"an M=
23MENUMB=
FASCIA
CAP 3/
4- X 1/4- CROWN
STAPLE SOFFIT &
FASCIA DETAIL
ALC
15001.3 FL12194-R6 Page 2 of 12 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 specifically addressed herein.
ALUMINUM INCeN00r '
Soffits
TECHNICAL SERVICEs' LLC
Appendix
OPEN RAFTER
i \
FACIA BOARD ` J IDETAIL
CENTER USING 'DIAMOND PATTERN ``--' CAP
12J-1
3/4'x 1/4- CROWN '-- ~.
IL
FACIA BOARD
STAPLE ON cswrER _
a/+, TRIM mmLJ PAINTEDIL
ccrewed
pmwnED S.S.*8-FASCIA CAP
h ad oo.
o/4-x //4r
cmovN srw=uE
L_ murrn-ma^ span
WOOD onBLOCK
muaSrmATc
FL12194-R6 Page 3 of 12
This evaluation report isprovided for State nfFlorida product approval under Rule S1G2O3. 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 no, imply warranty, inma||aUon, recommended use, or other product attributes
that are not specifically addressed herein.
ALUMINUM COILS, INC
CREEK Soffits
TECHNICAL SERVICES, LLC
Appendix B
ALC 15001.3 FL12194-R6 Page 4 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 attributes that are not specifically addressed herein.
ALUMINUM COILS, INC
CREEK Soffits
I '41- TECHNICAL SERVICES, LLC
Appendix B
ALC 15001 . 3 FL12194-R6 Page 5 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, ILLC 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
System No. I Installation Detail
IBM
CROWN STAPLES
USING A DIAMOND
PATTERN i
F' CHANNEL CAN BE
INSTALLED WITH THE
NAJUNG FLANGE UP OR
DOWN
1-3/4- TRIM NAILA
PAJNTED S.S. 48'
OC. ALUMINUM
COILS, INC Soffits
3,/
Ir DETWEV4 SOFFIT STAPLE OPEN
RAFTER STAPLES DIAMOND
PATTERN 31W
KTVEEN I ETAJL
FACIA
80APO N STAPLES
3/
4- X 1/4- CROWN STAPLE '
5' ON CENTER SOFFTT-
TT x 36-Inch spa,.,, am=
FASCIA
CAP 3/
4- X 1/4- CROWN
STAPLE SOFFIT &
FASCIA DETAIL
ALC
150013 FL12194-R6 Page 6 of 12 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 specifically addressed herein,
ALUMINUM COILS, INCCREEKSoffits14-1 TECHNICAL SERVICES, LLC Appendix B
ALC 15001.3 FL 1 2194-R6 Page 7 of 12
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 specifically addressed herein.
A CREEK
TECHNICAL SERVICES. LLC
System No. I Installation Detail
16J-1
NNNEEZEUM
3/4- X 1/4- CROWN STAPLE -24-
ON CENTER USING A DIAMOND PATTERN
EL 1-3/4" TRIM NAJLJ
PAINTED S.S. 48"
O.C.
SOFFIT-aO,X sl)a-
ALUMINUM COILS, INC
Soffits
ff 3/r XTWEENVAPUS I aCEFIT STAPLE
DETAIL
FACM BOARD 4 3/9' RE TWEEN
STAPLES
ASCIA CAP
3/4- X 1/4- CROWN
STAPLE '8' ON CENTER 1-3/4' TRIM NAIL
PAINTED S.S.
Is=
FASCIA CAP
3/4- X 1/4-
CROWN STAPLE
SOFFIT & FASCIA
DETAIL
ALC 15001 . 3 FL12194-R6 Page 8 of 12
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 specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
System No, I Installation Detail
USING A DIAMONr
PATTERN, REFER 'C
SOFFIT STAPU
DIAMOND PATTER4
0 " TA',!
OEM=
WOOD SUBSTRATE
ALUMINUM COILS, INC
Soffits
Appendix B
I - TRIM NAIL--- FASCIA BOARD
PAWTEO S.S.
j",-FASOA CAP
SOFM ' 11 \ 1;
CROWN STAPLE
FASCIA BOARO
SOFFIT & FASCIA
DETAIL
FASCIA (AP, REFER
TO SOFFIT & FASCIA
HTML
SOFFIT STAPLE
DIAMONO PATTERN
ALC1 5001,3 FL12194-R6 Page 9 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, of other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
I-j- SMOOTH SHA
ROOF NA«
M
AS0A BOARD
ASCIA CAP, REFER
0 SCFflT L FASCIA
UPI
ALUMINUM COILS, INC
Soffits
Appendix B
I ;" TRIM NAIL FASCIA BOARD
PAINED S.S.
111}
FASCIA CAP
It ROWN STAPLE
SOFFIT & FASCIA
DETAIL
ALC15001,3 FL12194-R6 Page 10 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 attributes that are not specifically addressed herein.
S, INCALUMINUMCOIL
CREEK SoffitsmATECHNICALSERVICES, .LC
Appendix B
ALC 15001 3 FL12194-R6 Page 11 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 attributes that are not specifically addressed herein,
CREEK
TECHNICAL SERVICES, LLC
System No. I Installation Detail
rxj- CRONN
STAPLES
USING A DIAMOND
PATTFRtI: REFER TO
SOFFIT STAPLE
CrAMONO PATTERN
SIC T Aft-
WOOO SUBSTRATE
Ahcna ,1
5"'a- "; ' sva'ghI '.a6eh
thlo.gh, fhraftw mthe eoh of the
ballen o, Vo (2) lal mrg St
ank pads toe -Malted of, sloe of
tn" oat, ,, 41 ?,e thoteWfafte' 1
J`
T PAI CANTILEVEREO
RAFTER
FASCIA
BOARD
tl FASCIA
CAP,
REFER 10 SOFFIT &
FASCIA ETArL SOFFIT,
MAX
24' ALUMINUM COILS,
INC Soffits Appendix
B
FASCIA BOARD
FASCIA CAP
1',j-
CROWN STAPLE SOFFIT & FASCIA
DETAIL SOFFIT
STAPLE
DIAMOND PATTERN
ALC 15001.
3 FL12194-R6 Page 12 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 attributes
that are not specifically addressed herein.
9 TECHNICAL SEnmCES.LLC
DESIGN WIND LOADS
ALUMINUM COILS. INC
Soffits
The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following
provisions:
1 Wind speeds for risk category 1, 11, 111, and IV buildings shall be as defined in Section 1609 of the FBC.
2 Exposure B.C.and Dshall beamdefined insection 1O0Bofthe FBC. 1 Design wind loads
are provided only for walls/soffits with amean roof height less than nrequal UyGO'ft. 4. All calculations are based onaneffective
wind area of1O_ft orless. 5. Topographic factors such as escarpments or
hills have been excluded from the analysis. Wind directionality factor, K*=O 85 7.
V"xiashmwninthe1ab(enbe|ow.Designpreasueannamu|0p|
iedbyO.OinaocordanuewiLhSeotion1O09.1.3oftheFBC. D. Projects with mean roof heights greater
than 60-ft shall be evaluated by a licensed design professional, 8. Zones 4and 5shall hedefined asshown below.
Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal
dimension or 3-ft. FL2 84f0 Page 1 of 4 This evaluation report isprovided for
State ofFlorida 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, inmu||aUun, recommended use, or other product attributes that are not specifically addressed herein.
CREEK
ALUMINUM COILS, INC
Soffits
TECHNICAL SERVICES., LLC Appendix C
Desim Wind Pressures for Soffits in Ex2osureB',. Mean
Basic Wind SEeed (mph) Building
Zone Roof Type
120 130 140 150 160 170 180 190 200 20
16.9 22.9 -''--26.3 30.0 33.8 37.9 42.2 46,8 25
16.9 19.
8 19.
8 22.9 26,3 30.0 33.8 37.9 422 46.8 30
16.9 198 229 26.3 30,0 33.8 37.9 422 46.8 4
40
18.3 21.5 24.9 28.6 32,5 36.7 41 .2 1 45.9 50.8 50
19,5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed
60 20.5 24.0 278 36 4 41 1 46.0 513 Negative -
20
20,8 24.4 L_-
32.0 28.
3 32.5 37.0 41.7 46.8 52A 56.
8 57.
8 Loads)
25
20,8 24.4 28.3 32.5 37.0 41.7 46.8 52A 57,8 30
203 24.4 28.3 32.5 37,0 41.7 46.8 5Z 1 57.8 5
40
22.6 26.5 30.7 35.3 40A 45.3 50.8 56.6 62,7 50
24.1 28.2 32.8 37.6 42.8 48.3 54,1 60.3 66,8 60
25.3 29-,6 34A 39.5 44,9 50.7 56.8 63.3 70A 20
103 12.7 1 14.7 16.9 19,2 21.7 24.3 27A 30.0 25
10,8 12.7 14,7 16.9 19.2 21.7 24.3 27A 30.0 30
103 12.7 14.7 16.9 192 21.7 24.3 27,1 30.0 4
40
11.7 13.8 16.0 18.3 203 23.5 26.4 29.4 32,5 50
12,5 14.7 17.0 19,5 22.2 25.1 28A 31.3 34.7 Enclosed
60 13.1 I
15.
4 17.8 20.5 23,3 26.3 29.5 32,9 36.4 Positive
20
10.8 12.7 14.7 16.9 19.2 21.7 24.3 27,1 30.0 Loads)
25
10.8 12,7 14.7 16.9 19,2 21.7 24.3 27A 30.0 30
10,8 12.7 14.7 16.9 19.2 21.724.3 27.1 30.0 5
40
11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50
12.5 1 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60
13.1 15.4 17.8 20.5 233 263 29.5 32.9 36.4 ALC15001,
3 FL12194-R6 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 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 ALUMINUM COILS, INC
Soffits
TECHNICAL SERVICES, LLC
Appendix C
Desi2n Wind Pressures for Soffits
Fe-an Basic Wind Speed (mph)__ Building Zone Roof
Type
L2jhtLftL
120 Ll 30L 140 150 160 170 O q 190 200
20 21 .7 25A 1 -29.5 33.8 38,5 43.5 48,7 543 60,2
25 22,6 26.6 30.8 35.4 40.2 45,4 50.9 56.7 62,8
30 23.6 2T7 I_-32,1 36.9 41.9 47.3 53.1 59.1 65.5
4
40 25.0 29.4 34.1 l -39.1 44.5 50.2 56.3 62.7 69.5
50 26.2 30.8 35.7 41,0 46.6 52,6 59,0 65.8 72.9
Enclosed 60 272 31.9 3TO 42.5- 48.3 54.6 612 68,2 75.5
Negative
Loads)
20 267
7--- 31.4 36.4 41.8 47.5 517 602 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 58A 65.5 73.0 80,9
5
40 30.9 363 42.1 48.3 54.9 62.0 69.5 77.5 85.8
50 32.4 38.0 44.1 50.6 57,6 65.0 72.9 81.2 89.9
60 33.6 39.4 45.7 52.5 59.7 67A 75.5 84,2 912
20 13,9 16.3 18,9 21 7 T 24.7 27.9 312 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 17.7 20.6 23.6 26.9 303 34,0 37.9 42.0
4
40 16.0 18.8 21.8 25.1 28.5 32.2 361 402 44.5
50 16.8 19.7 22.9 26.3 29.9 33.7 37,8 42A 46.7
Enclosed - 60 17,4 2&5 237 27.2 31.0 35.0 39.2 417 48.4
Positive -
Loads)
20 13.9 16.3 1&9 21.7 24.7 27.9 31.2 34.8 38.5
25 14.5 17.0 197 22.6 25.8 29,1 32.6 363 403
30 151 17,7 20.6 23.6 26.9 30.3 34,0 37.9 42.0
5
40 16.0 18.8 21.8 25.1 28.5 322 36.1 40.2 44.5
50 16.8 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 on n I
ALC15001,3 FL12194-R6 Page 3 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 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
Mean Wind Speed (mptt) Building Zone Roof
Basic
Type
Height (ft) 120 1301 140 150 160 170 180 190 2001
20 26,0 1 30.5
0
35.4 40.6 46 2 5 2 _2 58.5 65.2 72.2
25 31.6 36.7 42.1 47,9 541 60.6 67,6 74.9
30
27,0]
27.9 32.8 38,0 43.6 49,6 5&0 62.8 70.0 77.5
4
40 29.4 34,5 40.0 45.9 52.2
54.3
58,9 66.1 73.6 81.6
50 30.6 3:5 :9:::L:::-4:1::6:::- 4-7.8 613 68.8 76.6 84.9
Enclosed 60 31 ,5 37.0 1 42.9 49.3 56.1 633 70.9 79.0 87,6
Negative
Loads)
20 32.1 37.7 43.7 50.1 57,0 64.4 72,2 80.4 89.1
25 33.3 391 45.3 52,0 59.2 66.8 74.9 83A 92.4
30 34.5 40A 46.9 53.8 613 69.2 77.5 86,4 95.7
5
40 362 42.5 49,3 56.6 64.4 72,7 81 .5 90.9 100.7
50 377 44 51 A 58.9 67.1 75.7 84.9 94.6 104.8
60 38.9 45.7 5-3.0 60.8 69,2 78.1 87.6 97.6 108.1
20 6,7 19.5 22.7 26,0 29,6 33.4 37.5 41.7 1 463
25 17.3-- 203 23.5 27.0 30.7 347 38.9 43.3 48.0
30 17.9 21,0 24.3 27.9 31,8 35,9 40.2 44.8 49.7
4
40 18.8 221 25.6 29.4 33.4 37.8 42.3 47.2 522
50 19.6 23.0 26.7 30.6 34.8 393 44.1 49.1 54.4
Enclosed 60 20.2 23,7 27,5 31.6 35,9 40.5 45.4 50.6 56.1
Positive
20 16.7 19,5 22.7 26.0 29.6 33.437.5 41,7 46.3
Loads)
25 17.3 203 23.5 27.0 30.7 347 38.9 43.3 48.0
30 17.9 21.0 243 27.9 31.8 35.9 40.2 44,8 49,7
5
40 18.8 221 25.6 29.4 33.4 37,8 42.3 47.2 52.2
50 19.6 210 26.7 30.6 34.8 393 44,1 49.1 54.4
60 20.2 217 27.5 31.6 35.9 40.5 45.4 50,6 56.1
ALC 15001,3 FL12194-R6 Page 4 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 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
318" F-Channel
3/8" I
r- 3 / 4 " --
ISOMETRIC VIEW
7e -PROFILE
LSOMETRI, IIEW
3/H' PRORLE
ALUMINUM COILS, INC
Soffits
WEEM
ALC 150013 FL12194-R6 Page 1 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 specifically addressed herein,
CREEK
TECHNICAL SERVICES, LLC
1/8" HEM
5 3/4"
lF
1/4"
8- J---
ALUMINUM COILS, INC
Soffits
alzm#
ALC15001.3 FL12194-R6 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 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.
M
CREEK
1. TECHNICAL SERVCES, LLC 16"
Q4 Soffit iEL31ANIKI
3 /
8 PROFILE F
F
J
ALUMINUM
COILS, INC Soffits
Appendix
D ALC15001.
3 FL12194-R6 Page 3 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 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
12" T4 Soffit
3 1/8"
5 16"
M 3 1/8" 7/8--j— 3 1/-8"
1/2' 1/2" 1/2" 1/2" 112"
1/8 1/81' 3/8"
s25
I
ALUMINUM COILS, INC
Soffits
Appendix D
ALC 15001.3 FL12194-R6 Page 4 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 specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer:
Manufacturing:
Quality Assurance:
SCOPE
ALUMINUM COILS, INC,
5001 West Knox Street
Tampa, FL 33634
813) 249-9743
www,alurnir)ui-ricoilsinc.com
Certificate of Authorization No. 29824
PRI Construction Materials Technologies (QUA91 10)
17520 Edinburgh Dr
Tampa, FL 33647
813) 480-3421
9EMMEM
Issued September 1, 2017
Category: Panel Walls
Subcategory: Soffits
Code Sections: 1404.5.1, 170910
Properties: Wind Resistance
REFERENCES
Entity Report NoBgp Standard Year
Certified Testing Laboratories (TST1 577) CTLA 1847VV AAMA 1402 2009
Certified Testing Laboratories (TST 1577) CTLA 2076W AAMA 1402 2009
PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009
PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009
1. This report is not for use in the HVHZ.
2. Design wind loads shall be determined in accordance with FBC Section 1609.
3. Soffits shall be labeled in accordance with FBC Section 1709. 10.
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 shall prevail.
5- Installations shall meet the minimum ventilation requirements of FBC section 1203,2.
6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall
be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the
minimum load resistance for the project requirements.
7. All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
ALC 15001,3 FL12194-R6 Page 1 of 3
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 attributes that are not
specifically addressed herein,
A=+0 ALUM|mUMCO|L. INC
n~^ Soffits
TECHWCAL SEmwCES,LLC
PRODUCT DESCRIPTIONS
3/8"F-Chann*| Preformed nomina|O.O1S-inchthick, 3lO5H-14aluminum F-chunnei See Appendix D for dimension drawings.
30"J-
Channe| Preformed nominal V.O16-inchthick, 3105H-14dvm|numJ+chanmH. See Appendix Dfor dimension drawings.
Fascia Preformed
nominal O018-innhthick, 31O5H-14aluminum fascia, SeeAppendixDhx dimension drawings- 16" Q4Smffit
Preformed nominal
0.0135-inuh 1hiok, 3105 H-14 aluminum soffit panels provided in 10- inrh sections. The reported
net free ventilation areas are 22.3 in71in.ft for the 'full vent' configuration and 111in 21,
in.ftand for the 'center vent' configuration. See Appendix Dfor dimension drawings. YLN-[ uQ1iaQL1aPmREL 12"
T4Soffit Preformed
nominal 00135-
inch Vhick, 3105 H'14 aluminum soffit paneu provided in 12- inch sections. The d n
fn* ventilation areas are 12.5 in^/linft for the 'full vent' configuration and 42 in^0n.
ft for the 'center vent' configuration. See Appendix D for dimension drawings, 2*—'E-UuYF-
Nz iz,
oENMJRxEr!11: s,QLm-L1&ufF,L Thisevaluation 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 specifically addressed herein,
ti
CREEK
TECHNICAL SERVICES. LLC
COMPLIANCE STATEMENT
ALUMINUM COILS, INC
Soffits
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6 1 h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
I I I J'r I//,
E N
No 74021
CC Z
5) STATE OF 4tlZ
0 R
N A
11111111"t
10:06:18
0 A 1001
4+
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CREEK Technical Services, LLC does not have, nor will 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 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 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 (8 pages)
2) APPENDIX B— Installation Drawings (12 pages)
3) APPENDIX C — Design Wind Loads(4 pages)
4) APPENDIX D — Dimension Drawings (4 pages)
ALC 15001,3 FL12194-R6 Page 3 of 3
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
specifically addressed herein,
CREEK.
TECHNICAL SEmmCES,LLC
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 1404.5.1.
2. Refer toLiMlTATIONs and sections ofthis evaluation when using the 1ab|e(s)below, 2.
RefmrtoiNSTALLAIIONseo1iunofthinreportforinstaUodondetai|whenthe|nfo/mahunisnotexpiioidysta1adfnrthese|entedaumemb|y. 4.
The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system, 5
Unless otherwise specified, the Wood substrate shall beminimum No, 28PF(8.G.=O.42)2xlumber. Substrate attachment shall bedesigned byothers 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 bedesigned hyothers inaccordance with FBCrequirements hzmeet the minimum design requirements
for the project, 7. Typical fastening details are as follows: Fastener
Fastener Location Location Fastener Fastener Fastener Fastener
Location Location
Location Location
o. 16"C4Soffit —16-
inuho.o. FL2 Q4-
R6 Page 1 of 8 This evaluation
report isprovided for State ofFlorida product approval
under Rule 61G203. The manufacturer shall notify CREEK Technical Services, LLCovany product changes nr quality assurance changes throughout the duration for which this report in valid.
This evaluation report does not express nor imply warranty, insta||adon, recommended use, or other product attributes that are not specifically addressed herein.
TECHNICAL SERVICES, LLC
d. 18^04 Soffit —8'incho.c
Fastener
Location
ALUMINUM COILS, INC
Soffits
Wall Connection Eave Connection
System Panel MDP
No. Width pso
Substrate
F-Channel
Substrate Panel Attachment Fascia Cap
Attachment Attachment
Max 0.072-inch dia. x min. 3/16-
12F-1
16-inch
Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch
inch head dia. trim nail
40.0
24-inch o.c. O.C,
12F-2
Max
Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c.
0.072-inch dia. x min, 1/4-inch 48
16-inch
spaced 24-inch o,c. and securing each panel lap
head dia. trip nail spaced 48- 64.2
inch o.c.
12F-3
Max.
Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple soared 8-inch o.c.
0.072-inch dia. x min. 114-inch 48
16-inch spaced 8-inch o.c-
and securing each panel lap head dia. trip nail spaced 48- 64.2
inch o.c.
This evaluation report isprovided for State c:Florida product approval under nuleG1G2O-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, insta|la8on, recommended use, or other product
attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Approved Systems for 12-inch overhang with J-Channel
ALUMINUM COILS, INC
Soffits
Appendix A
Wall Connection Eave Connection
System System Panel MDP
psf)
Substrate
F-Channel
Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
Three (3) min, 3/4-
One (1) min. #8 x 1/2-inch
inch x 1/4-inch crown One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x
12J-1
Max.
Wood long x 3/8-inch head diameterstaplesindiamond Wood 1/4-inch crown staple
0.072-inch dia. x min. 1/4-inch +48
16-inch screw spaced 16-inch o.c.
pattern spaced 24- spaced 8-inch o.c. head dia. trip nail spaced 48- -64.2
inch o.c. connecting soffit to J-channel inch o.c,
Wall Connection Eave Connection
System Panel MDP
No. Width pst
Substrate
F-Channel
Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga. 1/4-inch crown x
One (1) min. 1,75-inch x
16F-1
Max,
Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max.
0.072-inch diameter
finishing nail with min. 3/16- 53.3
12-inch spaced max, 8-inch o.c. 4-inch o.c. and securing each inch head spaced
panel lap 12-inch c.c.
One (1) 18 ga, 1/4-inch crown x
One (1) min. 1.75-inch x
Max Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max.
0.072-inch diameter
16F-2
12-inch
Wood inch leg staples in diamond pattern Wood
4-inch and securing eachnco.c. finishing
nail with min. 3/16- 53.3 spaced
16-inch o.c. panel
lap inch
head spaced 12-
inch o.c. Max.
Wood
One (
1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min, 1 3/4-inch long x
0 072 inch dia. x min. 16F-
3 16-
inch 1.
25'jnch embedment spaced 24- Wood crown staple spaced 16-inch 3/
16-inch head dia. trim nail 25.
6 inch
o.c. 0.c. spaced
36-inch o.c. Three (
3) min. 3/4-inch x 1/4-inch One (1) min. I 3/4-inch long 16F-
4 Max
Wood
crown staples in diamond pattern Wood One (
1) min 3/4-inch x 1/4-inch x 0 072-inch dia, x min, 1/4- 27 16-
inch spaced
24-inch o.c. crown
staple spaced 8-inch o.c. inch head dia, trip nail 36A spaced
48-inch o.c. ALC15001
3 FL12194-R6 Page 3 of 8 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 specifically addressed herein.
ALUMINUM COILS, INCCREEKSoffits
TECHNICAL SERVICES, LLC
Appendix A
Approved Systems for 16-inch overhang with F-Channel
Wall Connection Eave Connection
System Panel MDP
No. Width psf)
Substrate
F-Channel
Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga. 1/4-inch crown x
One (1) min. 1.75-inch x
16F-5
Max
Masonry
One (1) 14 ga. 5/8-inch long T nail Wood 1 -inch leg staple spaced 4-inch
0 072-inch diameter
finishing nail with min. 3/16- 43.3
16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced
lap 16-inch o.c.
One (1) 18 ga. 1/4-inch crown x
One (1) min. 1 .75-inch x
Max Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced 4-inch
0.072-inch diameter
16F-6
16-inch
Wood inch leg staples in diamond pattern Wood
o.c and securing each panel
finishing nail with min, 3/16- 43.3
spaced 16-inch o.c.
lap
inch head spaced
16-inch
Approved Systems for 16-inch overhang with J-Channel
Wall Connection Eave Connection
System Panel MDP
No. Width psfi
Substrate
J-Channel
Substrate Panel Attachment Fascia Cap
Attachment Attachment
Three (3) min, 3/4-inch x 1/4-inch
One (1) min.. 1 3/4-inch
16J-1
Max.
Wood crown staples in diamond pattern Wood
One (1) min 3/4-inch x 1/4-inch long x 0 072-inch dia. x 23.5
16-inch
spaced 24-inch o.c.
crown staple spaced 8-inch o.c, min. 1/4-inch head dia. trip 31.4
nail spaced 48-inch o.c.
ALC 15001 3 FL12194-R6 Page 4 of 8
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 attributes that are not specifically addressed herein.
CREEK
ALUMINUM COILS, INC
Soffits
TECHNICAL SERVICES, Le LC
Appendix App
Approved Systems for 24-inch overhang with F-Channel
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width W
Substrate
F-Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga.1/4-inch
Nominal 1x2 crown x 1-inch leg
No.2 SYR
staple spaced
Three (3) 18 ga. 1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4-
One (1) min. 1.75-inch x
Max.
inch crown x !-inch
rafter with one each panel lap inch crown x 1-inch
0 072-inch diameter
24F-1 Wood
12-inch leg staples in 1) min. 2.25-
Wood
leg staple spaced 8- finishing nail with min. 80/-90
diamond pattern
inch x 7d ring
One (1) min, 1,75-inch
inch o.c.
3/16-inch head spaced
spaced 16-inch o.c.
shank nail
x 0.072-inch diameter 12-inch o.c.
24-inch o.c. finishing nail with min.
3/16-inch head spaced
4-inch o.c.
One (1) 18 ga. 1/4-inch
crown x 1 -inch leg
Nominal 1x2 staple spaced
One (1) min. 1.5- No.2 SYR 12-inch o.c. securing One (1) 18 ga. 1/4-
One (1) min. 1.75-inch x
Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch
0.072-inch diameter
80/
24F-2
12-inch
Wood smooth shank rafter with one Wood
leg staple spaced 8- finishing nail with min. 766
roofing nail spaced 1) 7d x 2.25- One (1) min. 1,75-inch
inch o
3/16-inch head spaced
16-inch o.c. inch ring shank x 0,072-inch diameter
c
12-inch o.c.
nail 24-inch o.c. finishing nail with min.
3/16-inch head spaced
4-inch o.c.
One (1) 18 ga.1/4-inch
crown x 1 -inch leg
Nominal 1x2 staple spaced
No.2 SYR 12-inch 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
01072-inch diameter
80/
24F-3
12-inch Masonry inch long T nail rafter with one Wood
leg staple 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
3/16-inch head spaced
inch ring shank x 0.072-inch diameter
c.
12-inch o c.
nail 24-inch o.c. finishing nail with min.
3/16-inch head spaced
4-inch O.C.
ALC1 50013 FL12194-R6 Page 5 of 8
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 attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, L.L.
Approved Systems for 24-inch overhang with F-Channel
ALUMINUM COILS, INC
Soffits
Appendix A
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width psi
Substrate
F-Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga.1/4-inch
crown x 1 -inch leg
Nominal 1 x2 staple securing the
No.2 SYP
nailer of each female
Three (3) 18 ga. 1/4- anchored to
lock or spaced One (1) 18 ga. 1/4- One (1) min, 1 .75-inch x
Max.
inch crown x 1-inch
rafter with one 16-inch o,c. securing inch crown x 1-inch 0,072-inch diameter
24F-4
16-inch
Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60
diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced
spaced 16-inch o.c.
shank nail
One (1) min. 1 .75-inch each panel lap 16-inch o.c.
24-inch o.c.
x 0.072-inch diameter
finishing nail with min.
3/16-inch head spaced
4-inch o.c.
One (1) 18 ga.1/4-inch
crown x 1 -inch leg
staple securing the
Nominal 1x2 nailer of each female
One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min, 1.75-inch x
Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1 -inch 0.072-inch diameter
2417-5
16-inch
Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60
roofing nail spaced 1) 7d x 2.25- inch o.c and securing 3/16-inch head spaced
16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c.
nail 24-inch o.c. x 0.072-inch diameter
finishing nail with min.
3/16-inch head spaced
I 4-inch o.c.
ALC150013 FL12194-R6 Page 6 of 8
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 specifically addressed herein,
CREEK
7-EC*m|CAL SERV/CES,LLC
Approved Systems for 24-inch overhang with F-Channel
ALUMINUM INC
e
Appendix
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width psfi
Substrate
F-Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
crown x 1 -inch leg
staple securing the
Nominal 1x2 nailer of each female
Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1 -inch 0.072-inch diameter
24F-6
16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. +80/-60
spaced 8-inch o.c. 1) 7d x 2.25- inch o,c. and securing 3/16-inch head spaced
inch ring shank One (1) min. 1 .75-inch each panel lap 16-inch o.c.
finishing nail with min.
3/16-inch head spaced
ALC160013 FL12194-R6 Page 7 of 8
This evaluation report isprovided for State ofFlorida product approval under Rule G1G2U-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, inma|ladun, recommended use, or other product attributes
that are not specifically addressed herein.
ALUMINUM COILS, INCCREEKSoffits
TECHNICAL SERVICES, LLC Appendix A
Approved Systems for 24-inch overhang with J-Channel
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width W
Batten
J-Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
Nominal 1x2 No.2
SYP scabbed
between rafters with One (1) 18 ga, 1/4-
one (1) min. 2.25- inch crown x 1 -inch
Nominal 1x2 inch x 7d ring shank leg staple spaced
No.2 SYP Three (3) 18
nail straight -nailed 12-inch o.c.
anchored to ga.1/4-inch crown
through the rafter securing each panel One (1) 18 ga. I/,
One (1) min, 1.75-inch
Max. rafter with one x 1-inch leg
into the end of the lap inch crown x 1-inch
x 0.072-inch diameter
24J-1
12-inch (1) min. 2.25- staples in diamond
batten or two (2) Wood
leg staple spaced finishing nail with min. t6o
inch x 7d ring pattern spaced 16-
min, 2.25-inch x 7d One (1) min. 1 .75-
8-inch o.c.
3/16-inch head spaced
shank nail inch o.c. ring shank nails toe- inch x 0 072-inch 12-inch o.c.
24-inch o.c. nailed on either side diameter finishing
of the batten at nail with min. 3/16-
each batten/rafter inch head spaced
intersection. Max. 4-inch o.c.
rafter spacing is
24-inch o.c.
Nominal 1x2 No.2
SYP scabbed One (1) 18 ga.1/4-
between rafters with inch crown x 1 -inch
one (1) min. 2.25- leg staple securing
Nominal 1x2 inch x 7d ring shank the nailer of each
No.2 SYP Three (3) 18
nail straight -nailed female lock or
One (1) 18 gal 1/4-
anchored to ga. 1/4-inch crown
through the rafter spaced 16-inch o.c.
inch crown x 1-inch
One (1) min. 1.75-inch
Max. rafter with one x 1 -inch leg
into the end of the securing each panel leg staple spaced
x 0,072-inch diameter
24J-2
16-inch (1) min. 2.25- staples in diamond
batten or two (2) lap Wood
8-inch o.c. and finishing nail with min. t513
inch x 7d ring pattern spaced 16-
min, 2,25-inch x 7d
securing each panel
3/16-inch head spaced
shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap
16-inch o.c.
24-inch o.c.
nailed on either side inch x 0,072-inch
of the batten at diameter finishing
each batten/rafter nail with min. 3/16-
intersection. Max inch head spaced
rafter spacing is 4-inch o.c.
24-inch o.c.
ALC15001.3 FL12194-R6 Page 8 of 8
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 attributes that are not specifically addressed herein.
S, INCCOIL
CREEK Soffits
TECHNiCAL SERVICES, LLC
Appendix B
INSTALLATION
Note - Refer to the APPRoVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations.
ALC15001 3 FL1 2194-R6 Page I 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 attributes that are not specifically addressed herein,
CREEK
TECHNICAL SERVICES, t. L
System No. 1 Installation Detail
WAM
F" CHMNEL CAN BE
INSTALLEO WITH THE
NAJUNG FLANGE UP OR
1-3/4m TRIM NAJL
PAJNTED S,S. 48'
C.C.
ALUMINUM COILS, INC
Soffits
r
o,'
3r , QFFIT STAPLE
PEN
r
7IAMOND PATTERN
iJ i AI L
3/1" S TlfUM I
1 STAPLES /
FACIA 80ARO t r
r
93
3/4- X 1 /4" CROWN
STAPLE "&" ON CENTER
SOFFIT & FASCIA
QTNI
ALC15001.3 FL12194-R6 Page 2 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 attributes that are not specifically addressed herein.
CREEK
1 TECHNICAL SERVICES. LLC
System No. I Installation Detail
llilM
111101MMIN
3/4- X 1/4- CROWN STAPLE -24-
ON CENTER USING A OtAMONO PATTERN
J—CHANNEL 1-3/4' TRIM NAJL
w'-
2"
t n One
PAJNTEO S.S. 48"
I , x head O.C.
11 3 nne
L'I
ALUMINUM COILS, INC
Soffits
SOFFIT STAPLETAPLES
DIAMOND PATTERNI-
FACLA BOARD 31fe SETwEEN
DETAIL
STAKES
FASCIA CAP
3/4" X 1/4' CROWN
STAPLE "8' ON CENTER 1-3/4- TRIM NAIL
PAINTED S.S.
9X=
FASCIA CAP
3/4- X 1/4-
CROWN STAPLE
SOFFIT & FASCIA
Q ETAI L
ALC 15001.3 FL12194-R6 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
product attributes that are not specifically addressed herein,
ALUMINUM COILS, INC
A CREEK Soffits
TECHNICAL SERVICES, LLC Appendix B
ALC 15001.3 FL1 2194-R6 Page 4 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 attributes that are not specifically addressed herein,
S, INCALUMINUMCOILCREEKSoffits
TECHNICAL SERVICES, LLC
Appendix B
ALC 150013 FL12194-R6 Page 5 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 attributes that are not specifically addressed herein.
ALUMINUM COILS, INCCREEKSoffits
IM TECHNICAL SERVICES, LLC Appendix B
System No. I Installation Detail
SOFFIT STAPI F
OPEN RAJ-7ER
DIAMOND PATTERN
3/4" X 1/4' ETAI LCROWNSTAPLES
USING A DIAMOND —31W BETVEEN I
PATT FACIA BOARD
FASCIA CAP
16F-4
3/4- X 1/4- CROWN FACIA BOARD
STAPLE '8' ON CENTER 1-3/4- TRIM NAIL
D SS1-3/4' TMm MAILJ PACjJNTE0S.S,
L--'F- CHANNEL CAN BE PAINTED S.S. 48' —FASCLA. CAPINSTALLEDWITHTHE0'c
UNG FLANGE UP OR 3/4" X 1/4'
DOWN CROWN STAPLE
LSOFFIT- rnax soan
WOOD SOFFIT --j
SUBSTRATE -
SOFFIT & FASCIA
DETAIL
ALC15001.3 FL12194-R6 Page 6 of 12
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 specifically addressed herein.
S, INCALUMINUMCOILCREEKSoffits
a
TECHNICAL SERVICES, LLC
Appendix B
ALC 15001,3 FL12194-R6 Page 7 of 12
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 specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
System No. I Installation Detail
3/4- X 1/4- CROWN STAPLE -24-
ON CENTER USING A OLWOND PATTERN
11MMINNOMHO
1-3/4- TRIM NAJL-J
PAINTED S.S. 48'
O'C'
I .30FRT-nnox. 2 6 - span,
ff-ITIMMM
3ZW XT ^-
3
4UWEF SOFFIT STAPLEST
DIALAOND_ PATTFRN
I/Ir METWEENJ
J DETAILIL
FACLA 5WD
TAPLES
FASCIA CAP
3/4' X 1/4' CROWN FACIA BOARD
STAPLE '8" ON CENTER 1-3/4" TRIM NAIL
PAINTED S,S,
FASCIA CAP
3/4' X 1/4-
T—CROWN STAPLE
Emil
SOFFIT & FASCIA
DETAIL
ALC 150013 FL12194-R6 Page 8 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 attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
No. I Installation Detail
ROW'
S-APLES
USN5 A MAI'lON,
PATTERN, REFER TC
SOFHr STAPL!
MAMOND PATTER?
D-TAII
IMAMMM
WOOD SUBSTRATE
FASOA BOARD
ALUMINUM COILS, INC
Soffits
I J" TRIM NAIL --- FASCIA BOARD
PAWTED 5 S
X FASOA CAP
SOFFIT/ \ 11
SOFFIT & FASCIA
DETAIL
1-.1- CROWN STAPLE
FASCIA CAP, REFER
TO SOFFIT e2 FASOA
OF T Al
8
3/0
SOFFIT STAPLE
DIAMONO PATTERN
ALC 150013 FL12194-R6 Page 9 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 attributes that are not specifically addressed herein.
S, INCALUMINUMCOILCREEKSoffits
TECHNICAL SERVICES, LLC
Appendix B
ALC1 50013 FL12194-R6 Page 10 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 attributes that are not specifically addressed herein.
ALUMINUM COILS, INCCREEKSoffitsajTECHNICALSERVICES., LLC
Appendix B
ALC 15001.3 FL12194-R6 Page 11 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 attributes that are not specifically addressed herein,
FAIIIA
a dm" CREEK
Am TECHNICAL SERVICES. LLC
System No. I Installation Detail
STAPLES
JSING A DIAMOND
PATTERN, REFER TO
SOFFIT STAPLE
D'A"NG PATTERN
GE T AV,
W300 SUBSTRATE
t j- TR'M NAP,
PAAITED SS
Nomna. I' x 2" SYP baIlers
scab ied t} r—en fafte's and
se fe-rgaM o e 1) 70 mg
sna"k nA
tn' O"gh the ra-,f mlo the —'j
of 1", ratter At Wo (2) 7d
g sf.nk nZas toe-'aAed o"
earner Soe 0 the ballem at V'e
bat',&Vlaf',w weer ltlxl
C`.k CROWN STAPLE
SDFFI'MAX ?A -
CANTILEVERED
RAFTER
INNEIROM
FASCIA CAP, REFER
TO SOFFIT & FAS'1A
If TAIL
ALUMINUM COILS, INC
Soffits
Appendix B
139MIUMM
FASCIA LAP
CROWN STAPLE
SOFFIT & FASCIA
DETAIL
3/0
1
SOFFIT STAPLE
DIAMOND PATTERN
ALC15001.3 FL12194-R6 Page 12 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 attributes that are not specifically addressed herein
TECHNICAL SERV/cES,LLC
DESIGN WIND LOADS
The following tables provide design wind loads for components and cladding in accordance with Section 1609 ofthe FBCand ABCE7-1Ounder the following provisions: 1 Wind
speeds
for risk category 1, 11, 111, and IV buildings shall be as defined in Section 1609 of the FBC. 2 Exposure B.
C.and Dshall beaadefined insection 18OSofthe FBC. 3. Design wind loads are provided only
for walls/soffits with e mean roof height less than orequal to6U'ft. 4 All calculations are based unaneffective wind area
of10'ft^o/less. 5 Topographic factors such as escarpments or hills have
been excluded from the analysis. G. Wind directionality factor, K^ = 0,85 7. V"
xisshmmninthetab|esbe|mv,Designpemauvesanemuhip|iedbyO.6inacrordanoewith8eotion18O9.1.
3of the FBC. 8 Projects with mean roof heights greater than 60-
ft shall be evaluated by a licensed design professional. S. Zones 4and 5shall bedefined aoshown below. Dimension "a"
shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or
3-ft. ALC15OO1 3 FL12194f6 Page 1 of 4 This evaluation report isprovided for State
o[Florida product approval under Rule G1G20-
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, in$a|laUon, recommended use, or other product attributes that are not specifically addressed herein,
ALUMINUM COILS, INCCREEKSoffits
TECHNICAL SERVICES. LLC
Appendix C
Dest n.Wind Pressures for Soffits
Mean Basi c Wind Speed m2hlBuildingZoneRoof
1--r
Type
jLe htft
120 130 140 150 160 170 180 190 200
20 16.9 19.8 7-722797 6 -26.3 30.0 33,8 37.9 422 468
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
f--
33.8 37.9 42.2 46,8
4
40 18.3 21 .5 24.9 28,6 32.5 36.7 41.2 45,9 50.8
50 19.5 22.9 26.5 3&5 34.7 39.1 43.9 48.9 54.1
Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51 .3 56.8
Negative
20 20.8 24,4 28.3 32.5 37.0 41.7 46.8 521 57.8
Loads)
25 20.8 24.4 28.3 32.5 37.0 41,7 46.8 521 57,8
30 20,8 24.4 28.3 32.5 37.0 41,7 46.8 521 57.8
5
40 22.6 26.5 303 35.3 40.1 45,3 50,8 56.6 62.7
50 24.1 282 32.8 37.6 42.8 48.3 54.1 603 66,8
60 25.3 29.6 34.4 39.5 44.9 503 56,8 63.3 70.1
20 108 12.7 14,7 16.9 19.2 21.7 243 27.1 30.0
25 10.8 12.7 14.7 16,9 19.2 21.7 24.3 271 30.0
30 10.8 123 14.7 16,9 192 21.7 243 27A 30.0
4
40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5
50 12.5 14.7 17.0 19.5 222 25,1 28.1 31.3 34.7
Enclosed 60 13.1 15.4 17.8 20.5 23.3 LL6 3 29.5 3Z9 36.4
Positive
Loads) 20 10,8 14.7 16,9 192 j 21.7 24.3 27.1 30,0127
25 10.8 12.7 14.7 16.9 191 21.7 243 27A 30.0
30 10.8 12.7 14.7 16.9 192 21.7 24.3 27.1 30.0
5
40 11.7 13.8 16.0 183 20.8 23.5 26.4 29.4 32.5
50 12.5 14.7 ITO 19.5 22.2 5A 281 331 34.7
60 13.1 15.4 17,8 20.5 26 32.9 36 =4
ALC150013 FL12194-R6 Page 2 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, installationrecommended use, or other product
attributes that are not specifically addressed herein.
CREEK ALUMINUM COILS, INC
Soffits
TECHNICAL SERVICES, LLC
Appendix C
Design Wind Pressures for Soffits in Exposure C
Mean Basic Wind Speed (mph)
Building Zone Roof
Type
eig t )
120 130 140 150 160 170 1806-4&7
190 200
20 21.7 254 295 318 38.5 43.5 54.3 60.2
25 22.6 26.6 30,8 35A 40.2 45.4 50.9 567 62.8
30 23.6 27.7 32.1 36.9 41 .9 47.3 53.1 59A 65.5
4
40 25.0 29.4 34,1 39.1 44.5 50.2 56.3 627 69,5
50 26.2 30.8 3-7 41,0- 4&6 52.6 59.0 65.8 72.9
Enclosed 60 27.2 31 .9 37.0 42.5 48.3 54.6 61.2 68.2 75.5
Negative
Loads)
20 26.7 41.8 47.5 517 7-760,2 67.0 74.3
25 27.9 32.8 38.0 43,6 49.6 56,0 62.8 70.0 77.6
30 29.1 342 39.6 45.5 51.8 58.4 65.5 73,0 80.9
5
40 30.9 363 421 483 54.9 62.0 69.5 77.5 85.8
50 32,4 38,0 f -44.1 50.6 57.6 65.0 72.9 812 89,9
60 33.6 39.4 45.7 52.5 597 67A 75.5 84,2 93.2
20 13,9 16.3 18.9 21.7 24.7 27,9 31.2 34.8 38.5
25 14.5 17.0 197 22.6 25.8 29.1 32.6 36.3 40.3
30 15A 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42,0
4
40 16.0 18.8 21.8 25,1 28,5 32,2 36.1 40.2 44,5
50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7
Enclosed 60 17.4 20.5 217 27.2 31.0 35.0 39.2 437 48.4
Positive
Loads) 20 13.9 163 18.9 21.7 24.7 27.9 31,2 34.8 38,5
25 14.5 17.0 197 22.6 25.8 29.1 32.6 36.3 403
30 15.1 177 20.6 23.6 26.9 30.3 34.0 37.9 42.0
5
40 16.0 18.8 21,8 25.1 28.5 32,2 36.1 40.2 44.5
50 16.8 197 22.9
2 7
26. 3 29.9 33.7 3T8 42.1 46.7
60 17.4 20.50 3. 27.2 31.0 35.0 39.2 43.7 48.4
ALC 15001,3 FL1 2194-R6 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 specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
23013MEM
Mean Basic ind peed m h'--
Building Zone Roof
Type
Height (ft)
120 1,30 140 150
4;6
160 170 1 80 19 0 200
22026.0 30.5 35.4 0 76 -2 58.5 65.2---772
25 27,0 31.6 36,7 42.1 i 47.9 60,6 67,6 74.9
30 27.9 32.8 38.0 416 49,6
54,1
56.0 i 62.8 70.0 77.5
4
40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 716 81.6
50 30.6 35.9 41.6 47.8 543 613 6&8 J&6 84.9
Enclosed 60 31.5 37.0 42.9 49.3 51 63,3 70,9 79.0 87.6 Negative
Loads)
20
32.1 37.7 437 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 86A 95.7 5
40
36.2 42 5 49,3 56.6 64.4 72.7 81.5 90.9 100.7 50
377 44.3 i-51.4 58.9 67.1 75.7 84.9 94.6 104,8 60
389 45.7 I -510 603 69,2 78.1 87.6 97.6 108.1 20
167 19.5 227 26,0 29.6 33.4 37.5 41.7 46.3 25
17.3 20.3 23,5 27.0 30.7 34.7 38.9 43.3 48.0 30 ::
17:99] 21.0 24.3 27.9 31.8 35,9 40,2 44.8 49.7 4
40
1818 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50
19,6 23.0 267 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed
60 201 23,7 27,5 31,6 35.9 40,5 45.4 50.6 56.1 Positive
Loads)
20
16.7 19.5 22.7 26.0 29,6 314 37.5 41.7 463 25
17.3 203 23.5 27.0 30,7 34.7 38,9 43.3 48.0 30
17.9 21.0 24.3 27.9 31.8 35.9 40,2 443 497 5
40
18,8 22.1 25,6 29.4 33,4 37,8 423 47.2 52.2 50
19,6 23.0 26.7 30.6 34.8 39,3 44.1 49.1 54.4 60
20.2 217 27.5 31.6 35.9 40.5 45.4 50.6 1 56A ALC
15001.3 FL12194-R6 Page 4 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 specifically addressed herein.
CREEK
TECHNICAL SERVICES. LLC
3/8"
3/4" --
1cnMVTPlf V11W
LSOMETRIC I
3/8" PROFILE
ALUMINUM COILS, INC
Soffits
go-IMEM
ALC 150013 FL12194-R6 Page 1 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 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
5 3/4"
7/8
1/8" HEM
M
r
1/4"
ISOMETRIC VIEW
ALUMINUM COILS, INC
Soffits
ALC15001.3 FL12194-R6 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 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
16" Q4 Soffit
F-
Ll L I'd J
r7
ALUMINUM COILS, INC
Soffits
Appendix D
ALC 15001.3 FL12194-R6 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 specifically addressed herein,
CREEK
TECHNICAL SERVICES, LLC
12" T4 Soffit
3 1/8"
5/116"
3J4-
7/8"
112' 1/ 2
3 1/8" 1 7/8" 1 3 1/8"
1/2" // \ 1/ 2"
13.75" BLANK
3/8" PROFILE
2 1 REF
4-
L
Lj
Ir-1 rl 7
Li J
ALUMINUM COILS, INC
Soffits
Appendix D
1/2"
Y'V
3/8"
ALC 15001,3 FL1 2194-R6 Page 4 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 specifically addressed herein.
1/2/201 8 Florida Building Code Online
a
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stars & Facts Publications FBC Staff 3CIS Site Map Links Sear
Product Approval
USER: Public Userdb'r
11 P
ProducC Aprov n> Er_Q_ > AU_lic_4gL__t > Application Detail FL # F1-
5444-R12 Application Type
Revision 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/
Small Category Subcategory
Compliance
Method
Certain -Feed
Corporation -Roofing 20 Moores
Road Malvern, PA
19355 610) 893-
5400 i-nark.
d.harner@saint-gobain.coni Mark Harrier
mark.d.
harner@saint-gobain.com Mark D.
Harner 18 Moores
Road Malvern, PA
19355 610) 651-
5847 Mark.D.
Harner@saint-gobain.com Roofing Asphalt
Shingles
Evaluation Report
from a Florida Registered Architect or a Licensed Florida Professional Engineer
Evaluation Report -
Harccopy Received Florida Engineer
or Architect Name who developed the Robert Nierninen Evaluation Report
Florida License
PE-59166 Quality Assurance
Entity UL LLC Quality Assurance
Contract Expiration Date 03/09/2020 Validated By
John W. Knezevich, PE I Validation
Checklist - Harcicopy Received Certificate of
Independence Referenced Standard
and Year (of Standard) Equivalence of
Product Standards Certified By
Sections from
the Code EL5-4R-
44 , --ZQL ---QQ12--C-Qj7Aj -L mtn. Af rit" 51"-dArd ASTM D3161ASTM
D3462 ASTM
D7158 YgaTr
2016 2010
2011, aLr
Product
Approval
Method
Method
1 Option D file:///C:/Users/ERappold/Desktop/
2017`/`20PRODUCT`/`20APPROVAL/Fiorida`/`2OBuilding`/`2OCode`/`200nline.htmi 1/2
Florida Building Code Online
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
5444.1
09/07/2017
09/12/2017
09/15/2017
12/12/2017
CertainTeed Asphalt Roof Shingles
Limits of Use
Approved for use in HVHZ- No
Approved for use outside HVHZ. Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Refer to ER Section 5 for Limits of Use
3-tab, 4-tab, strip (no -cut-outs), laminated and architectural
asphalt roof shingles
Installation Instructions
EL5444-RIZJI 2-QIZ--Q-9—FLNAL-ER--URIAINUED-A5PH-ALI
aHLN -QI15FL54 j 44,z — Verified
By: Robert Nienninen, PE PE-59166 Created
by Independent Third Party: Yes Evaluation
Reports EL54-
44-RIZ_AE 2 atZ__Qg TALI SHIN
QLU5--FL544A-R12-Pdff Created
by Independent Third Party: Yes C9D'
jaLj-V- ELM The
State of Florida is an AA/EEO employer. I ri Florida.::a.P-r-ivacy-.5,tojtujeFLt 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 sen electronic
mail to this entity. Instead, contact the office by phone or by traditional mail, If you have any questions, please contact 850.487.1395. 'Pursuant Section
455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F,S, must provide the Department with an email peer 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 wi_ 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 licen! under
Chapter 455, F.S., please click hffuL. file:///
C:/Users/ERappold/Desktop/2017%20PRODUCT`/`20APPROVAL/Florida`/`2OBuilding`/`2OCode"/`200nline.html 2/2
TRINITY ERD
20 Moores Road
Malvern, PA19355
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate ^fxummmomw#9sos
353CHR|3TiA0STREET, UNIT #I3 OXFORD,
CT 0647 203)
262-9245 Date
of Issuance: 09/22/2005 ScoPe
This
Evaluation Report is issued under Rule 51G28-3 and the applicable rules and regulations governing the use of construction
materials in the State ufFlorida. The documentation submitted has been reviewed by Robert Nieminen, P.E,for use
of the product under the Florida Building Code and Florida Building Cods, Residential Volume. The products described herein
have been evaluated for compliance with the 6 m Edition (2017) Florida Building Code sections noted herein, Lxaeuwa:
Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and
FBC 1507.2.7.1/ R905Zb.1 CONTINUED
COMPLIANCE: This Evaluation Report isvalid until such time asthe named product(s) changes' the referenced Quality
Assurance ducumentationchanges'orprovisionsmftheCodethatre|atetotheprodurtchange. Acceptance ofthis Evaluation
Report by the named client constitutes agreement to notify Robert Nieminen' P.E. if the product changes or the referenced
Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative
tuUpdated Code requirements with each Code Cycle. 4ovsnnssMswr: The
Evaluation Report number preceded by the wordy °TrinitylERD Evaluated" may be displayed in advertising literature,
If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. wspsrrmm: Upon
request a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official. This Evaluation
Report consists of pages 1 through 12. Prepared by:
Robert J.
K0.Nieminen P.E. Florida Registration
No. 59166, Florida DCA ANE1983 rc.""o9/,n20o,This does not serve ° an, electronically signed CERTIFICATION opINDEPENDENCE:
z Trinity |
sno does not have, nor does itintend tuacquire orwill it acquire, afinamia| interest in any company manufacturing or distributing products bevaluates. 2.
Trinity I ERD
is not owned, operated or controlled by any company manufacturing or distributing products it evaluates, 3, Robert mieminen, P.
E. does not have nor will acquire, w financial interest in any company manufacturing ordistributing products for which the evaluation reports are
being issued. 4. Robert Nicmincn' P.E.
does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product, 5. This is a
building
code evaluation. Neither Trinity |En0 nor Robert Niem|nen' P.E. are, in any wmy, the Designer ofRecord for any project on which this Evaluation Report'
or previous versions thereof, is/was used for permitting nrdesign guidance unless retained
TRINITY ERD
RIM
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have
demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and 6'h Edition
2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.15, R90524 Physical Properties ASTM D3462 2010
1507.23.1, R905.2.6.1 Wind Resistance ASTM D3161 2016
1507,2.7.1, R905,2.6.1 Wind Resistance ASTM D7158 2011
3, REFERENCES:
Enti-ty Examination Reference Date
UL (TST 1740) ASTM D3161 94NK9632 05/15/1998
UL (TST 1740) ASTM D3161 99NK26506 11/23/1999
UL (TST 1740) ASTM D3161 03CA12702 05/27/2003
UL (TST 1740) ASTM D3161 03CA12702 06/16/2003
UL (TST 1740) ASTM D3161 03NK29847 10/03/2003
UL (TST 1740) ASTM D3161 04CA11329 05/24/2004
UL (TST 1740) ASTM D3161 04CA32986 12/03/2004
UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005
UL (TST 1740) ASTM D3161 05NK16778 05/12/2005
UL (TST 1740) ASTM D3161 05CA16778 05/12/2005
UL (TST 1740) ASTM D3161 05NK14836 05/22/2005
UL (TST 1740) ASTM D3161 05NK22800 06/22/2005
UL (TST 1740) ASTM D3462 R684 09/21/2005
UL (TST 1740) ASTM D7158 05NK08037 06/28/2006
UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009
UL (TST 1740) ASTM D3462 10CA41303 1010712010
UL (TST 1740) ASTM D3161 10CA41303 10/08/2010
UL (TST 1740) ASTM D7158 10CA41303 10/27/2010
UL (TST 1740) ASTM D3161 & D3462 10CA44960 1111112010
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013
UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014
UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014
UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014
CIL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015
UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016
UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016
UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016
UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017
UL LLC (QUA 9625) Quality Control Service Confirmation Exp.03/09/2020
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113
Certificate of Authorization #9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RI2
CertainTeed Asphalt Roof Shingles; 610) 651-5847 Revision 13: 09/05/2017
2MMEEM
m
lURINITY/ERD
4.1 CT20='XT- 25, XTI°3Oand XT-3W|Rare fiberglass reinforced, 31abasphalt roof shingles. 42 Aroad|a"°'
Be|montw' Be|mornw |R, Carriage House Shanglem' Grand Manor Shamglew' Landmark TM, Landmark TM |R'
Landmark TI Pro' Landmark TM Premium, Lmndmark"° TL' Landmark T" So|aris and Landma,k=So|
mriy|Rarefiberg|assreinforced'!aminatedaspha|troofshing|es, 43 NurthGate"°isaOberg|
assreinforced,|aminated,3BSmodifiedbitumenroofshing|e. 4A Presidential Shake
TM, Presidential Shake= |PresiPresidentialPre ma| Shake TL T' and Presidential 5o|eriSTm are fiberglass reinforced, architectural
asphalt roof shingles. 4.5 Hattera
S- , Highland Slate T" and Highland Slate T" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 PatriotTl
is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an
intermittent shadow line with contrasting blend drops for color definition, 4,7 Presidential
Accessory, Accessory for Hatteras' Shzngle Ridge =, Shadow Ridge"°' Cedar CreSt"°' Cedar Crest— |R' NortbGate
Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation.
4.8 Any
of the above listed shingles may be produced in AR (algae resistant) versions. 5.1 This
is a building code evaluation. Ne|therThnbyiERD nor Robert N|eminer\ P,E. are, in anyway the Designer of Record
for any project onwhich this Evaluation Report, or previous versions thereof, is/was used for permitting
or design guidance unless retained specifically for that purpose. 5.2 This
Evaluation Report isnot for use within FB[HVHZjurisdictions. 53 Fire Classification is
not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings
ufthis product. 5,4 Wind Classification: 5.
4.1 All shingles
noted herein are Classified in accordance with FBCTabies 1507.2.7.1 and R905,2.6.1toASTn4 D3I61, Class F and/orASTK0
D7158, Class M' indicating the shingles are acceptable for us in all wind zones uptu\m = ISO mph (t,*=
194 mph). Refer tnSection Gfor installation requirements to meet this wind rating. l42 Presidential Accessory, Accessory
for
Hatteras, Shang|e Ridge, Shadow Ridge, Cedar Crest, NoxhGa/e Ridge and NorthGate Accessory hip & ridge
shingles have been evaluated in accordance with ASTPN D316I, Class F. All except NurthGate Ridge
and MorthGeteAccessory require use ofBASF Sono|astic NP 1 adhesive or Henkel PLO Polyurethane Roof8& Flashing Sealant, applied
as specified in manufacturer's application instructions, for use |nwind zones uptoV=u=
15Dmph (t,,,,=l94mph). 5,43 Classification byASTxO D7158 applies to exposure category
B or and a building height of6Ofeet or less. Calculations by a qualified design professional are required for
conditions outside these limitations. Contact the shingle manufacturer for data specific toeach shingle.
5A3A Analysis in accordance with ASTx8 D715gindicates the measured uplift
resistance (Rr) for the CertainTeed asphalt Roof shingles listed in Section 4. 1 through 4.6 (
except Presidential Soloris'") exceeds the calculated uplift force (Fr) at a maximum design wind speed oft,m =
150 mph (V"x= 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat
terrain) having mean roof height less than mrequal %o60feet. The shingles are permissible under
Code for installation inthese conditions using the installation procedures detailed in this Evaluation Report and CertainTeed
minimum requirements' subject to minimum codified fastening requirements established within any local jurisdiction,
which shall take precedence, SJ All products in the roof assembly
shall have quality assurance audits
in accordance with F.A.C. Rule 61G20- I Exterior Research and Design, LLC. Evaluation Report 3532.05-n13 Certificate
wwvm"
riznmmw95m m"'EDITION (aoz7) Fecwuw'xvxrEVALUATION po«*onzz certa/nTeeuAsphalt
Roof Shingles; (am)651-5o47 Revision 13: 09/05/2017
Page so/z2
p
D N N "—"^
6. }maTAuxnVm:
61 Roof deck, slope, undedayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle
manufacturer's minimum requirements,
6.1.1 Under|ayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide
Product Approval, or be Locally Approved per Rule 61G20-3' per FBC Sections 1507.2.3, 1507.2.4 or
B905.2.1
6,2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published
instructions, using minimumfour (4) nails per shingle in accordance with FBC %5Q7,2.7orSection R905.2.8 and
the minimum requirements herein. 6I1
Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC I507.
2.6orR905.2.5. Staples are not permitted. 622
Where the roof slope exceeds 21 units vertical in lZ units horizontal, use the "Steep 8upe" directions, 6.
3 CertainTeed asphalt shingles are acceptable for use in reroof(tear-odf) orrecover applications, subject tothe limitations set
forth in FBC3ection 1511 orR908and [ertainTeed published installation instructions. 5.4
LOW AND
STANDARD SLOPE STEEP SLOPE 1',wmur
mtflswiusixspots ofasphalt mofinKcement* for even. full m0 wvo' ud mouoAn
m/m,anouoAIo45a6 Booting Cement wof mmu
nw m^"!
3 no/ ftureu-4:
Isefoar neolsundsix spolsql'
asp&Wmnu-7xon steepsk)lkm. ICAo,m»Excessive use mrooting
cement can cause shmgfes mWuter okureu-2wCut mmtixr,mm"' to
make
cap shv«de^ terisions sbiwn). 6,4l1 For ASTM D3161,
Class F
performance use BASF "Sonolastic' NPITI" adhesive or Henkel "PLO Polyurethane Rwof& Flashing Sma|ant",inaccordance with CertainTeedrequirements.
Exterior Research and Design, uc Evaluation Report .09.
05-n13 Certificate "/xom"rizom=xam o'"EDITION (zoz7)pacwmm'
xvxzEVALUATION Fo444-no certa/meeuAsphalt Roof Shingles; (am)ss1-sa4r Revision
za`u9/os/zno Page 4o/zz
TRINI TY °»n
6.5
LOW AND STANDARD SLOPE STEEP SLOPE
6°SIX nails k`rpmTfull ,Noglvlouu,dal, `bv"uh,|v^. t 'ouxn*|,and nun'pm^ofunmu»nnmo:umuxm,r,nmu 11111"was
hn"oxuvv pyk ;L",umroofing cement o2smm/ m,mn'vr,
u":|,*mx/mv o:^mmtmu"oxo]vo*xu v xumxw`mo
i - F vmr2,/^,^nxif»
fi,mvn16x/i,Ilc. I re 3,/
wa,nadxu°0xnsj,,o*"I'v"I'lwx ro', bi" celneldvv*
eel./,*u 6,5.1 :
CedarCrest`" Cedar Crest`~|R Use two (2), minimum
1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch fromeachsideedgeandabout2inchuphnmthestarte/sh)ng|e/
sexposedbuttedge,ensurinGminimum IX'inchembedment into the
deck, orfull penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/D-
inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F
performance use BASF "Sonolastic' NPIT"" adhesive or Henkel "PLO Polyurethane Roof &Flashing Sea|ant^'
inaccordance with CertainTeedrequirements, tohand-seal Cedar Crest shingles. Apply NP 1 or
PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4inchalong the
sides ofthe head|apalong aline %tol-inchfrom each side ofthe shingle's head|ap. Immediately align and
apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. Tosecure the other side,
apply o2inchdiameter spot ofNP1or PLadhesive between the shingle layers. Hand -sealing adhesive 314 Dab of asphalt cement
between shingle layers Exterior Research and
Design, uc Evaluation
Report
3532o9.05-nz3
Certificate *w"
m"nzammw9503
u°EDITION (2ozr)pacwom-xvxzEVALUATION pL5444nz2 certa/nreeuAsphalt Roof Shingles; (
am)ss1-s*or Revision z3:oe/ $20/7 Page
sofcz
M.
6.6.1
6.6,L1
ll
TRIN11-Y ERD
Low and Standard Slope Steep Slope (greater than 21:12):
2:12 to 21:12): Use SEVEN nails and EIGHT spots of
Use FIVE nails for every full Belmont shingle,
located as shown below.
o Adj,l,,,nal "idk, t
asphalt roofing cement" for every full
Belmont shingle. Apply asphalt roofing
cement I" (25rurri) from edge of shingle,
See below, Asphalt roofing cernent meeting
AS RI D4586 Type II is suggested
1 Mlrl -tmpm
Hi n & Ridge for BelmontO or BelmontOD IR:
Clpt!on 1: For Belmont`, refer to instructions herein for Cedar Crestm or Cedar Crest'm IR hip and ridge
shingles. For Belmont" IR, refer to instructions herein for Cedar Crest" IR hip and ridge shingles.
Option 2: For Belmont®: Shanglel Ridge
FtIjure 17-18: Sbangle' Ridge.
181--- Exposure Remove tape
from the right side
8' and fasten
SECOND
Fasten the
eleft side RIGHTft
F
8
IRSTST
LEFT
Fiqure 17-19: Installation qfShanglO' Rk fle sbinglE s
on imps and rm4,es,
For ASTM D3161, Class F performance use BASF "SonolasticO NPJT"" adhesive or Henkel "PLC'
Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements,
Exterior Research and Design, LLC. Evaluation Report 3532.09.0S-R13
Certificate of Authorization #9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-RI2
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017
Page 6 of 12
m
ml
CARRIAGE HOUSE SHANGEEO AND GRAND MANOR SHANGLEO:
LO ANC} STEEP SLOPE
STANDARD SLOPE
I fi %e tails for e erN full Strangle.
trkrerr, 1 - t f se Jim n a& fur eawr_r full C;wrrd.t4anor sban de=
Carriage lle oe Stutngle, or r.ente=a wal Slate.
I, v seNcea aatls and three spots of asphalt roofing cc mcm for ecc rN
full 6r,trad'Manor shangle. Dee f5{'e nails and three spots of asphalt
goofing cerucnt for every full Carnage flonsc Shangte and CeirtcmnW
Slate-,tppl°<aspliall roofing Cement 1" (25 mat) from edge ofshingle F{
kwre 1 '-5), <isph dt roofing cement nteoing kSTNI 1) 6,Ma 71px 11 is
sutkg lied, I'
yure 17 > t&`Ivu wsl aaftrk t;t wd ,ifctrar_r Cbangle's on sleep sh ja r, use
seuen mail and ltrrt'e,spots (J' aspball v'glitrk cearrent. Refer
to instructions herein for ShangleO
Ridge hip and ridge shingles LANDMARK
T", L+ e TAA •
LANDMARKTAAPRO, LANDMARKD: r K SOLARIS,
LANDMARKTM#L+ ' LOW
AND STANDARD SLOPE 12"
14 P, ` 12" 305
aim) (375 t ti) — (305 m) F
Area
13'
12" 13" 131Iz` 3,
113 men)--;— (330 fr,r)-- -*—(313 rm) 1" (
25 mm) 1" (25 earn) — i,
Eisner
1,3 f (s f irtr malls O r *net full zbilwle. NIDL
N41316
12" Ed 3'4' <.2' AREA
t— t305 ,m) --s- - X5 rnm --roe- .wp-- i,3 J `rm"', rlln
ems Upp
r I ve25, m vil
Ve warNatling
wm for low a standard slopes f m2:12 to 21 121 Nat
tyatw en ,lppw, & kww Fes as 5 own, Mime, Exterior
Research and Resign, LLC. Evaluation Report 3532.09.05-1313 Certificate
of Authoriaatr'on#9503 6"' EDITION (2017) F13C NON-HVHZ EVALUATION FI-5444-1112 CertainTeed
Asphalt Roof shingles; (610) 651-5847 Revision 13: 09/05/2017 Page
7 of 12
six nails and p-an, spots of asphalt roofin. Cement for eveq full
larinnaled slimgle, See below. Asphalt roofing cernent should inect
VS]"M D"686 I)Ipc 11, 1" spots of asphalt roolino cement n ride
each corner and at about 12" to 13" in from eadi edge. I
121- -
305 -iri)
Nail Area
For Steep'
25 nim)
1"
25 mm
TRINITY ERD
13, /2 - - 3 2
M mm) (330 mm) l343 -nlr)
2,5 mrrll
25 P I M) T
i Floating Cement I
Figure 13 - 5: t7se stv n.,W5 andr spots q buasl)
WI roqfikq cenient on sicep VolVs. NorthGate:
12"
14-3J4" 12" 12" -- -
375
rnai) (305 film) 1"(
25 inf-in) lease
I ape, " STEEP
SLOPE
NAILING
Nailing
areas for steep slopes (greater than 21,12) and "
Storni-Nailing" Nail
between lower 2 nail lines as shown above. 6.
8.1 Landmark
TM Solaris LandrnarkT11 SolaHs IR NorthGate: 6.
8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12'
8 05mm1 (
250MI11) 415;
16' 4151/16 6"
6' I
50mm) 050mm) (125rTim) (
125mm) 12
305mm)
337mrn) 7"
180nim)
M
Exterior
Research and Design, U-C. Evaluation Report 3532.09.05-1313 Certificate
ofAuthorization #9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RI2 CertainTeed
Asphalt Roof Shingles; (610) 651-5847 Revision 13; 09/05/2017 Page
8 of 12
Cev-etf,ig NuIchT~-
33,7 n jr) I \ Nen Mm
1,01cIMS10 top
mige of
p""mokm G'AJ"
MMUNME=
ip (12511111-)
TRINITY ERD
333 mm) o-I
6 5<8*i 6 5,18"
168rnrn) (168MM)
Centering
13 1/4"
Notch
337 rnm) /
Ir
Align these
7 5i8'
notches to top (194 '11 -n)
edge of
previous course.
NorthGate Accessory
11 2"
3051111")
Laying Notch
Figurc IJ-20. [Ise laying noklxs to center sbirtgles on bips and
rir ees, r?sid to locale Ilk, cores er1,ywzre.
6.81,2 For ASTM D3161, Class F performance use BASF "Sonolastic' N PIT"" adhesive or Henkel "PLO
Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements,
6.8.13 Option 2: Refer to instructions herein for Cedar CreStT", Cedar CreStT" IR hip and ridge shingles.
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-RI3
Certificate of Authorization #9503 6`" EDITION (2017) FBC NON-HVHZ EVALUATION FI-5444-1112
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017
Page 9 of 12
E R DTRINIJ
6.9 PRESIDENTIAL SHAKE M, i RESIDENTIAL StiAKETM IR, RESIt ENTIAL SHAKE Ti `M, PRESIDENTIAL SC?LARISTM.
LOW AND STANDARD SLOPE: STEEP SLOPE:
For low and standzill slopes, use five nails for each full Presidential For steep slopes, use nine nails for ealch flat Presidenlial shingl e 4uld
shingle ,is shoiiii below. apply I' dimieter spots of asphalt roofing cement under each shingle tat).
Mter 41plliljg 5 nails in between file nailing guide lines, apply -'I nails I'
Nailing 1-- 40 above tab cutouts making certain tabs of over I4Iuo slit n4 e cover nails,
Guide Lilres, (1016 rnnn)
4,
141/4
1/2, G% MITI) (362 mrn)
NOTE: Apply nails on painted guideline,
Ftyvro 16-6. Fasterifil 71 via it
sbingks on 49u, and sloimiarafsiots
V drallielel asphalt rooting "Illen(
Figure 16-", Fastioning 11mvokidial rill /W.,stknUal 7YZ Shake
sitnigle's, oil skiep slob ei.
6,9,1Presidential
Safaris'":
6.9.1.1 CIpton 1: Presidential Accessory
PRESIDENTIAL ACCESSORY
Presidential accessory shingles can be used for covering hips and
ridges. Apply shingles up to the ridge (expose no more than 7 " from
the bottom edge of the "tooth." Fasten each accessory with two fas-
teners. The fasteners must be 0/4" long or longer, so they penetrate
either -3/4' into the deck or completely through the deck. Presidential
accessory cornes in two different sizes: Acces6ory produced in
Birmingham, 1 is 12" x 12'; Portland, OR produces 97/8- x 13 f/il-
accessory
6.9.1.2 For ASTM D3161, Class F performance use BASF "SonolasticO Npl—" adhesive or Henkel "PLO
Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements.
6.9.1.3 ClIpgon 2: Refer to instructions herein for Cedar CreStT1, Cedar CreStT" IR hip and ridge shingles.
6.10 HA-fTERASTM:
LOW, STANDARD AND STEEP SLOPE: PA)11m) 2kDmfl
23 (230011TI)
m
i(15aum) (2) m,p)
Rooting
240
rip", I
ghl pm, ofasprmll mofm"g,
ri,ettle 1 5-3 huIcurnk' 11,111clasSbingles im coollul for i"ich It'll II'mcni, 'fitn"Ic'I's shlmn,ll,oll? AppIN I'
25mlu)dimnov, =IxNs ohoofirit ccinew (1,SINI 1) 1586 I)lx, It
For Io\N m)dman(Lud alopcs, iise 6w mul., for c.oh fnH 'up't'w'D midet "'0, lab cimm Pn s shhiglsv 111o) place; do 11(A
liallet"I" shingle a-11(mil abow
Gkl`FION: Two'lin, h 'wring cl,11il'ol cwl cm,sr,hmglcs to 1,11mcr
Exterior Research and Design, L-C. Evaluation Report 3532.09.05-R13
Certificate of Authorization #9503 6T' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RI2
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017
Page 10 of 12
TRINITY ERD
6.10.1
6.101.1 0 ton 1: Accessory for Hatterasgf _
Ftgoure 45-14: 18 tbr-ptece, tin its separate to mab?
154 IMIetass A cvessory sbingles,
6.10.1.2 9Rtjon 2: Cut Hatteras Shingles
00
18'' (4 U
203
Cap, (", a, Cap; Cap
A
fture 1-5-20,, (, tit lfafkra sbn7gk?s to make cotvr cap. Fzqure 15-21: lnstal4afton of caps alai <q bi,ps and rids.
6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic' N PJT1 " adhesive or Henkel "PLO Polyurethane
Roof & Flashing Sealant", in accordance with CertainTeed requirements.
6.11 HIGHLAND SLATE7m, HIGHLAND SLATEym IR:
LOW AND STANDARD SLOPE. STEEP SLOPE:
9 t se LIVE mails amd EIGHT spot S oJxsp[J[ re ofirig,-emeiir for each
full lflgfihwd Slate shingle. For Nflauti-Dade, SIX nails are re(plirod,
Apph I 'djameler allots of asphalt rooruig ct,meiil under each tat)
corner Asphalt rooring centem met iingiIS'FIXI 1) 11
Da" 6 "qo as
SIX -RL'S
Tr,,u re I I Cle F11 T wv1s,fi)r fligb1and Vale sbingif Fdao9liigCaniem
iXgure, 11%A: I'se 1717;
mofirtqcvmtvil under eacl, Mbcoriler
CAUITON: Fxc(,cSjvellse ofrooffiig ceirwal ("m C,tljseshirlges
to blister.
6.11.1 Refer to instructions herein for Cedar CreStTM, Cedar
CreStTM IR or Shangle Ridge T" hip and ridge shingles.
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113
Certificate of Authorization #9503 6M EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017
Page 11 of 12
TRINIQ~ TY `N X B ^"v
6.12
LOW AND STANDARD SLOPE STEEP SLOP
xrRXKnails for ornfull d/ixole|wou,Jxuokn^nh,ko\N, |mn»:nmuand m,'n"x^'fux«al/^mnnxmu^n tor m°rfull x/'Wo Is^
k,vmh,|vc mhdtroofing, umuomeclin:`mrmo+5ma TynDu,ogg,/*t4x|^(z5mm)
wmw mv|n,x x xn^x/asw^mn,
1,--777-7 ------ 77
7
7]-- 6.12.1 y1p &
Ridge for Patriot: Refer to instructions herein for Cedar CreStT", Cedar CreStTM IR, Shadow Ridge'", NorthGate or Shangle Ridge
Tm hip and ridge shingles. 7,1 Each unit
shall bear a permanent label with the manufacturer's name, logo, dty, state and logo of the Accredited Quality Assurance Agency
noted herein. 72 Asphalt shingle wrappers
shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1/
R905.2,6.I. As required by the
Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. Contact the named
QAentity
for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. ULLLC—QUA96Z5;(414)24D-
64O9;
kaen.buchmann@ucuicom Exterior Research and Design, uc
Evaluation Report 3532.09.05-nI3 Certificate «/x"morizomm*9503 a"
EDITION (zozqpecmow'xvxzEVALUATION po«o*no Certain -reed Asphalt Roof Shingles; (*
m)asz*aw7 Revision o:uo/0$znzr Page z2vf 12
Ell= Florida Building Code Online
BCIS Home Log In User, Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff 3CIS Site Map Links Sear
bdp'
Product Approval
I li USER: Public Userdr
Menu > RLQd cr_p Apylt tlon Search > ApZl&,dti > Application Detail
FL # FL12328-R8
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer TAMKO Building Products, Inc.
Address/Phone/Email RD Box 1404
Joplin, MO 64802
417) 624-6644 Ext 2305
kerri_eden@tamko.com
Authorized Signature Kerr! Eden
keri-!_eden@tamko.com
Technical Representative Kerh Eden
Address/Phone/Email PO Box 1404
Joplin, MO 64802
417) 624-6644 Ext 2305
kerri—eden@tamko,com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Harccopy Received
Florida Engineer or Architect Name who developed the Zachary R. Priest
Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden
Validation Checklist - Hardcopy Received
Certificate of Independence j3"aij TAMKQ-UnAffj"rnQp_
R Rf Referenced
Standard and Year (of Standard) -Standard Year ASTM
D1970 2015 ASTM
D226 2009 ASTM
D4869 2016 ASTM
D6380 2003 TAS
103 1995 Equivalence
of Product Standards Certified
By Sections
from the Code https://
www.floridabuilding,orglprlpr_app_dti-aspx?param=wGEVXQv,rtDqtF2AezuarjgO[AramDGm5ebt5wRW28J8d8c6l CFKFGNQ%3d%3d 1/3
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
FL #
12328.1
Method I Option D
10/05/2017
10/19/2017
10/20/2017
12/12/2017
Model, Number or Name
ASTM Slate Surfaced Roll Roofing
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ, Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
12328,2 ASTM Tile Underlayment
Limits of Use
Approved for use in HVHZ; Yes
Approved for use outside HVHZ-. Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use,
123283 Master Smooth
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ. Yes
Impact Resistant: N/A
Design Pressure: N/A
Other. See evaluation report for limits of use.
12328.4 ' Moisture Guard
Limits of Use
Approved for use in HVHZ. Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use,
12328.5 : No. 15 ASTM
Limits of Use
Approved for use in HVHZ. Yes
Approved for use outside HVHZ. Yes
Impact Resistant., N/A
Design Pressure. N/A
Other: See evaluation report for limits of use.
12328.6 I No. 15 UL
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure; N/A
Other: See evaluation report for fit -nits of use.
Description
Roll roofing surfaced with mineral granules
Installation Instructions
U n_d f I f QLWymcnu_
Verified By: Zachary R. Priest 74021
Created by Independent Third Party: Yes
Evaluation Reports
V -ndgjr Ay mg n15 fin I. f4
Created by Independent Third Party: Yes
Coated organic underlayment
Installation Instructions
7_fD_CEvR TA K
UtjdtrjAymuA5 fin hoof
Verified By: Zachary R. Priest 74021
Created by Independent Third Party: Yes
Evaluation Reports
Un.daLWymg_nj_fuf Created
by Independent Third Party: Yes Asphalt
saturated organic underlayment. Installation
Instructions U.
Z FUG _Evs&_RepQt TM UnAQrldymgnt§
finAlpdf Verified
By: Zachary R. Priest 74021 Created
by Independent Third Party: Yes Evaluation
Reports EU212a-
K Underlavments
n AL,p& Created
by Independent Third Party: Yes A
self -adhering modified bitumen underlayment. Installation
Instructions EB,
C vportTAM K Under
ym finWpdf Verified
By: Zachary R. Priest 74021 Created
by Independent Third Party: Yes Evaluation
Reports Asphalt
saturated organic felt Installation
Instructions EL123_
2_a_A$_U_TD PL4Q_Q I.4 ZQ1_7 f lK_EYAK ReDAr1_1A11XQ Unkirlayfognts
i L f Verified
By: Zachary R. Priest 74021 Created
by Independent Third Party: Yes Evaluation
Reports ited
by Indgendent Third Party: Ye Asphalt
saturated organic felt Installation
Instructions EL1ZM__
R1LJL15RL4QDj_4 2Q_LZ FUC fyd_R=rAJMKQ UndffjAyM9nL1i_
fl lf Verified
By: Zachary R. Priest 74021 Created
by Independent Third Party: Yes Evaluation
Reports FL.
ZIZa-R_ _AE Up_
dff_1qy_m_Qat_5 fin-ajpd-f Created
by Independent Third Patty: Yes https:
llwww.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6l CFKFGNQ%3d%3d 2/3
Manufacturer: TAMKOBUILDING PRODUCTS, INC. P.
O.Box 14O4 Joplin,
MOG4RO2 417)
624-6044 Quality
Assurance: UL LLC (QUA9625) Category:
Roofing Subcategory:
Undedaymanta Code
Sections: 150711 Properties:
Physical properties Certificate
ofAuthorization No. 29824 1752OEdinburgh Drive
Tampa, FL33847 813)
480-3421
Issued October 19,
2017 TAMKOO A8TMGlate ASTM
D 6380, Class M, Type 11 underlayment constructed from organic felt saturated Surfaced Roll Roofing
with asphalt and coated onboth sides with asphalt and surfaced with granules, TAD0*D@AGTNYTile ASTM D
6380, Class M, Type 11 underlayment constructed from an organic felt saturated Underlmymmnt with asphalt then
coated on both sides with asphalt and surfaced with granules. TAMKD@Mamter A8TMD838Q.Class S.
Type Nundedaymen1constructed from anorganic felt saturated Smooth with asphalt then coated
onboth sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only- TA88KO@K8oistune
Self-adhered,AGTM D 1g7O.
fiberglass reinforced, modified bitumen sheet membrane Guard<0 with m mineral surfacing
and a removable m|euue 0m on the adhesive aide and removable selvedge release tape. T4K8KOONm. 154STkN
A8TM D 228. Type |
undedaymen1constructed from a non -perforated organic felt that io Asphalt Saturated saturated with oapho!1 Organic
Felt TA88KO@Nu 15 WL ASTW1 0220.
Type | undedoymentconstructed
from a non -perforated organic felt that in Asphalt Saturated saturated with asphalt. Organic Felt TAMKO@
No. 30ASTNY ASTK8 D 226.
Type || undedaymontconstructed
from e non -perforated organic felt that is Asphalt Saturated saturated with asphalt, Organic Felt T4yNRD@No. 30UL
ASTM D 226, Type 11
underlayment constructed
from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAK8KOOTVVMetal and
Se|f-adhered.flexible, AGTK8D
197Oand TA8
103. rubberized asphalt sheet membrane Ti|eUndedayment with a polymer film on the surface and a
removable release film on the adhesive side, TAMOKO@TVV Self -adhered, flexible, &STM D 1970. rubberized asphalt sheet membrane
with a Undor|mynnent polymer film onthe surface and mremovable release film onthe
adhesive side. This evaluation report isprovided for State ofFlorida product approval under Rule G/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, insta||ahon, recommended use, o,other product
attributes that are not specifically addressed herein,
a~0 N T mD8U!L0NgPR0DCUTS.INC.
0 N N TAMKOun6cMaymems
TECHNICAL SERwCES,LUC
T4MKO@TAM'FELT Alternate to ASTM D 226, Type I and Type 11 underlayment constructed from a non -
perforated organic felt that is saturated with asphalt,
APPLICATION METHOD
Installation shall be it) accordance with the published manufacturer's installation instructions, the FBC, and the
requirements below.
Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners inthe deck shall be checked
for protrusion and corrected prior toundedaymentapplication, The
roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall
be installed in accordance with FBC requirements, Roof decks aheU have no more than 1/87 gap at abutting The
minimum application temperature shall be50^Fexcept arfollows: a> The
minimum application temperature of TAMKO8 TW Metal and Tile Underlayment and TAMKO8 TW Undeduymen\shall
be4O°F. b) Theminimumapp|
icotion\empemtumofT4MKOOK4uistunsBuardSaheUbe35^F, The minimum
roof slope shall be in accordance with FBC requirements except as follows a) The
minimum slope ofTAM RDOA5TMSlate Surfaced Roll Roofing shall he212 Undedaymenis shall be exposed
in accordance with the manufacturer's reoommenda1ions, but in no case shall exposure exceed 3Ddays. Exception.
TAMKO8 TW Metal
and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may
be adhered to primed or unprimed plywood substrates in the non-HVHZ, All roof coverings shall
be mechanically fastened through the underlayment to the roof deck. Allowable Roof Cove in
Metal Roof Mineral Wood
Asphalt Panelsand Surfaced Roll
Shingles and Slate Clay and Surfaced Roll Roofing Underlayment
Felt Saturated Organic
Felt
Felt
Saturated Organic Felt
Underlayment
7 N Notes:
1)
Open valley
applications per 1507.2.9.2 u)Wood shingles only
This evaluation report isprovided
for State wfFlorida product approval under Rule 81G20-3. 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, mmaoahvn, recommended use, n/other product attributes that are not specifically addressed herein.
a=0 0'0 TA KOBU|U0NgPRODCUTS.INC.
0 0 0 TAMKQUndedoymems
TECHNICAL SERn/CES,LILC
LIMITATIONS
1> Fire Classification ianot within the scope ofthis evaluation. 2) Wind
uplift resistance innot within scope ofthis evaluation. 3) Installation of the
evaluated product 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 mho||
prevail. 4) Contact the manufacturer
when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated,
the minimum roof slope shall be in accordance with FBC requirements. O) All underlayments shall
be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed
up the deck in e manner that effectively sheds water from the deck. End laps shall be staggered
between courses in accordance with the manufacturer's application instructions. 7) The underlayment may
be used as described in other current FBC product approval documents, 8) The undedaymentshall not
bainstalled over existing roof coverings. 9) Contact the manufacturer regarding specific
exposure limits for each underlayment. 10 All products listed in this
report shall be manufactured under a quality assurance program in compliance with Rule 01820-3. Entity Eg2grt NoL
Standard Year pn|
Construction Materials Technologies (T3T8O4S) TAP'
192-02'01 ASTMD1g7O 2015a pR|Construction Materials Technologies (TST6049) Txp'
193-02'01 ASTMD197O 2015a PR|Construction Materials Technologies (TSTG04g) TAP'
214'02'01 ASTMDo889 2016 PR|Construction Materials Technologies (TST8O49) TAp'
215-02'01 ASTMD228 2009 PR|Construction Materials Technologies (TST8049) TAP'
216-02'03 ASTMD638O 2008(2013) PR|Construction Materials Technologies (TST8O48) TAP-
217-02-01REV ASTMD838b 2008(2013) PR|Construction Materials Technologies (TST8O48) TAP'
218'02~01 A8TMD226 2009 PR|Construction Materials Technologies (TST604S) T4P'
219-02'01 A8TMD220 2009 PR|Construction Materials Technologies (TST8O48) TAp220-
02-01 ASTND838V 2008(2013) pR|Construction Materials Technologies (TSTGO4S) TAP'
222'02'01 A8TMD4869 2016 PR|Construction Materials Technologies (TSTSO48) TAP'
245'02'01 TAG1n3 1985 A3TMD4798 20/1 PmConstruction Materials Technologies (
TSTGO*g) TAP-
311'02-01 A8TMD/S7O 2015m PR|Construction Materials Technologies (TSTGO4S) TAP-319'
02'011 ACC1o8 2012 PR|Construction Materials Technologies (TGT8O4B) TAP'387'02'
01 ASTMD1B70 2015a PR|Construction Materials Technologies (TSTGO4g) TAP'388'02'
01 ASTMD1970 2015a ULLLC(TST9028) 13CA12269 AgTMQ2z0 2009 This evaluation report
is provided for State ufFlorida
product approval under Rule G1G2U`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 specifically addressed herein,
CREEK
TECHNICAL SERVICES, ILL
COill PLILAICE STATENEUT
TAMKO BUILDING PRODCUTS, INC.
TAMKO Underlayments
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, bin Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
NNN%%%
I % I I I I It It 11/$.#
E N
No 74021
STATE OF <4r)
0 R•1'p•.
12:15:58
0 41 0 U0 1
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CREEK Technical Services, LLC does not have, nor will 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 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 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.
191TIMIM
TBP14001.4 FL12328-R8 Page 4 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
specifically addressed herein.
Manufacturer: TAK8KOBUILDING PRODUCTS, INC, PD.
Box 1404 Joplin,
MOO48O2 417)
624-6644 RSM
Category:
Roofing Subcategory:
Undedoymanto Code
Sections: 150711 Properties:
Physical properties Certificate
ofAuthorization No. 29824 1752UEdinburgh Drive
Tampa, FL33847 813)
480'3421
Issued October /9,
2O/7 TA Surfaced Roll
Roofing
with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO@ ASTIM Tile
ASTM D 6380, Class M, Type 11 underlayment constructed from an organic felt saturatec Underlayment with asphalt
then coated on both sides with asphalt and surfaced with granules. TAMKO(D Master
ASTM D538O. Clams8. Type K/undadaymen1constructed from an organic felt saturated Smooth with asphalt
then coated on both sides with asphalt and surfaced with a fine mineral, For use in non-
HVUZ gDly, TA0\KO@88miatune Se|
f-mdhered, ASTK4 D 1970. 8bang|mms reinforced, modified bitumen sheet membrane Guavd@ with a
mineral surfacing and m removable release film on the adhesive side and removable selvedge release
tape, T4MKOO No. 15ASTK0
ASTM D220. Type | undedoymontconstructed from a non -perforated organic felt that |s Asphalt Saturated saturated with
asphalt. Organic Felt TA80KOO No.
15UL ASTM
D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with
asphalt, Organic Felt TAMRD@Wo. 30ASTDA
ASTM D
226. Type || under|aymen1constructed from a non -perforated organic felt that in Asphalt Saturated saturated with asphalt.
Organic Felt TAD0KO@ No. 30
VL ASTM
D 226. Type || undedaymnntconstructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic
Felt TAM KO@TVVMeta |and 8e|
f-adheed.
flexible, AGTMQ1970and T8S 103. rubberized asphalt sheet membrane Ti|eUndarlayment with a polymer film on the
surface and a removable release film on the adhesive side. TAY0KOOT\m Self -adhered, flexible, ASTM D 1970.
rubberized asphalt ah*«g membrane with o UndeMaymant polymer film onthe surface and aremovable release
film onthe adhesive side. TBP14001.4 FL12328-R8 Page of This evaluation report is provided
for State nfFlorida product approval under
Rule 81G2n-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 no, imply warranty, instaUmdon, recommended
use, orother product attributes that are not specifically addressed herein.
aw 0' T K0 U|U0NGPRODCVTG.INC.
0 0 TAMKOVndeMaymems
TECHNICAL SERv/CES,LLC
T4MKO@TADO-FELT Alternate to ASTM D 226, Type I and Type 11 underlayment constructed from a non -
perforated organic felt that in saturated with asphalt,
APPLICATION METHOD
Installation shall be it) accordance with the published manufacturer's installation instructions, the FBC, and the
requirements below.
Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners inthe deck shall be checked
for protrusion and corrected prior to underlayment application. The
roof deck shall beconstructed ofclosely fitted plywood sheathing for new orexisting oonstnuohon Plywood deck shall be installed in
accordance with FBC requirements, Roof decks shall have no more than 1/8^ gap at abutting The minimum application temperature
shall be5O°Fexcept as follows: m) The minimum application temperature
of TAMK08 TVV Metal and Tile Underlayment and TAMK08 TW Underlaymen1shall be4O^F. b) The
minimum application temperature ofTAk8KO8
Moisture Guard(Dshall be35°F. The minimum roof slope shall beinaccordance with
FBCrequirements except as follows a) The minimum slope ofTAMKO8ASTMSlate Surfaced Roll Roofing shall
ba212. Undedaymentm aheH be exposed in accordance with the manufacturer'
s naoummendadons, but in no case shall exposure exceed 3Odays. Exception: TAMK06T\V Metal and Tile
Undedmymen| may he
exposed for a maximum 90dmys, Self -adhering undeMuymenCemay headhered toprimed orunphmedplywood substrates inthe non'
HVHZ, All roof coverings shall hmmechanically fastened through the under|ayment tothe roof deck,
Allowable Roof CcmarinMetal Roof Mineral Wood This evaluation report is provided for State ofFlorida 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 isvalid. This evaluation report does not exoemm nor imply warranty, inmanatinn, recommended use, or other product oMrihumm
that are not specifically addressed herein,
a~0^N TA KOBU|L0NGPRUDCVTS.INC.
0~-.0- TAMmOUndedaymmnts
7-ECmmoC*L SERmCES, LLC
LIMITATIONS
1) Fire Classification innot within the scope ofthis evaluation, 2) Wind
uplift resistance innot within scope ufthis evaluation. 3) Installation of
the evaluated product 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
shall prevail. 4) Contact the
manufacturer when installing at temperatures below the minimum application temperature, 5) Unless otherwise
stated, the minimum roof slope shall be in accordance with FBC requirements, 0 All undedaymenKa
shall be installed with the mU length parallel to the esvo, starting at the aove. and lapped in successive courses
installed up the deck in a manner that effectively sheds water from the deck. End laps shall be
staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment
may be used as described in other current FBC product approval documents. D) The undedaymentshall
not beinstalled over existing roof coverings, 9> Contact the manufacturer regarding
specific exposure limits for each underlayment. 10) All products listed in
this report shall be manufactured under a quality assurance program in compliance with Rule O1G2U-3, Entity Report
No Standard Year
pmConstruction Materials Technologies (TSTG049) TAP'/
92-02'01 ASTND1970 2015a PRlConstruction Materials Technologies (TST8O49) TAP-183-
02-01 ASTND1nTO cV/oa PR|Construction Materials Technologies (TST6O49) TAP-214'
82-01 A3TND*86g 2016 PR|Construction Materials Technologies (TST8U49) TAp-315-
02'01 ASTNQ226 zOVS PR|Construction Materials Technologies (T8T6OaB) TAP'2/
6-02'03 ASnND638O 2003(20/3) PR|Construction Materials Technologies (T3T684S) TAP-217-
02-01REV ASTND8388 2003(203) PR|Construction Materials Technologies (T8T0049) TAP'218'
02-01 4STMD226 2009 PR|Construction Materials Technologies (TST6048) n\p-
219'02'01 ASTMD22G 2009 PR|Construction Materials Technologies (TSTGOw9) TAP'220-
02-01 AGTND8o8V 2003(3013) PR|Construction Materials Technologies (TST6O49) TAP222-02-
0/ 4SVMD48G9 2018 pR|Construction Materials Technologies (TGT0049) TAr'245-
02'01 TAS/O3 1995 AGTMD4r98 2011 PR|Construction Materials Technologies (TST6V4S)
TAP-311-
82-01 A8TMD1gr8 2015a PR|Construction Materials Technologies (TST604S) rAP-31e-
02-8/ 1 ACC18B 3012 PR!Construction Materials Technologies (TST6049) TAr'387-
02-81 ASTM D 1978 2015m PR|Construction Materials Technologies (TSTGO49) TAP-888-
02-01 A8TMD19rO 2015a ULLLC(TSTV82n) 13CA12269 ASTMO228 2009 This evaluation
report is provided for State
ofFlorida 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, instmnatmn, recommended use, orother product attributes that are not specifically addressed herein,
CREEK
TECHNICAL SERVICES, LL
COMPLIANCE STATEMENT I
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, bin Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
W- R.
E N
No 74021
STATE OF
441
0 R
12:15:58
04'00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CREEK Technical Services, LLC does not have, nor will 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 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 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.
061M§X MEN= Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 61,320-3. 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
specifically addressed herein.
1/2/'2018 Florida Building Code Online
BCIS Home Log In User Registration Not Topics Subunit Surcharge Stats & Facts Publications FBC Staff 6CIS Site Map Links Sear
d b Product Approval
USER: Public User ' r
Product ALi Pr o v i t I Ln Pr c > ARRLqaLio ', iA > Application Detail
F_ # FL3792-R10
Application Type Affirmation
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Axthorized Signature
Technical Representative
Address/Phone/Email
Qjalffy Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Lomanco, Inc
2101 West Main Street
Jacksonville, AR 72076
501) 982-6511
acarter@lomanco.corn
Andrew Carter
acarter@lomanco,com
Andrew Carter
2101 West Main Street
Jacksonville, AR 72076
501) 982-6511. Ext 361
acarter@lomanco.com
Andrew Carter
2101 West Main Street
Jacksonville, AR 72076
501) 982-6511 Ext 6163
acarter@iomanco.com
Roofing
Roofing Accessories that are an Integral Part of the Roofing System
Certification Mark or Listing
Miami -Dade BCCO - CER
Miami -Dade BCCO - VAL
51"-O-o r d Ygar
Miami -Dade TAS 100 (A) 1995
I 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 t
new Florida Building Code,
Documentation from approved Evaluation or Validation Entity Yes No N/A
Product Approval Method Method I Option A
illlltltl 'ssm, ilmil Date Submitted 11/08/2017
https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqsFgPhXouzz9PGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA`/`3d`/`3d 1/3
Florida Building Code Online
Date Validated
Date Pending FBC Approval
Date Approved
FL # 1 .. Model, Number or Name
3792,1 135 Roof Louver
11/08/2017
11/12/2017
T
Description
Aluminum Roof Louver
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: 1, Refer to applicable building codes for required
ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof
Vent shall be installed over composition shingles roofs only. 3.
Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other. 1. Refer to applicable building codes for required
ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall
comply with applicable building code, 3. Lomanco's Model
730,750,770 Roof Louvers shall not be installed on roof mean
heights greater- than 33 feet.
3792.4 1 770 Roof Louver
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other. 1. Refer to applicable building codes for required
ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall
comply with applicable buiding code. 3. Lomanco's Model
730,750,770 Roof Louvers shall not be installed on roof mean
heights greater than 33 feet.
3792.5 : 770D Roof Louver
Limits of Use
Approved for use in HVHZ- Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other:
Certification Agency Certificate
z2DQQ --N QA_LQ ff
Quality Assurance Contract Expiration Date
08/17/2021
Installation Instructions
fLI7_9 2 _
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
eaftd bT IriffieneRdenrThird P&tv:lfes
Certification Agency Certificate
Quality Assurance Contract Expiration Date
08/16/2021
Installation Instructions
F Lj79-Z R l\K)A_1_H5_1_Q2apdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
aj2df
Created by Independent Third Party: Yes
Aluminum Roof Louver
Certification Agency Certificate
Quality Assurance Contract Expiration Date
08/16/2021
Installation Instructions
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: Yes
Aluminum Roof Louver
1-11, ------""-- 1 11 --------- -- - -- -- -- -- ------
Certification Agency Certificate
Quality Assurance Contract Expiration Date
10/04/2020
Installation Instructions
EL1Z92_Rho _U_NQA_L5_Q_7RS f Verified
By: Miami -Dade BCCO - CER Created
by Independent Third Party: Evaluation
Reports EL-
37_92-B1jLALAQAA5-Q709,Q9-pd-f Created
by Independent Third Party: Yes NNEW
CQfftdct_
v;: 2_ 5D4a122 _UELQtitL-7-4r —— _ NINE
NO 111k$ The State of Florida is an AA/EEO employer, ELLUcy n1p -n -DLLQ _$jdt2_ _nA AC I
E IN Nhttps://
floridabuilding-org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsFgPhXouzz9PGbeVjdjkEkuTrizAU6DFsUciiibpCG3RoA%3d%3d 2/3
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA
Lornanco, Inc.
2101 West Main Street
Jacksonville, AR 72076
SCOPE:
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33 175-2474
786)315-2590 F(786)315-2599
N,ww.aiiaiiiidadL.Lyov/ec()iioam
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AFIJ).
This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control Section
in Miami -Dade County) and/or the AFIJ (in areas other than Miami -Dade County) reserve the right to have this product
or material tested for quality assurance purposes. If this product or material falls to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AIJJ may immediately revoke, modify, or suspend the use of
such product or material within their Jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami -Dade County Product Control Section that this product or material falls to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code,
DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770)
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
staternerit: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in
the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or 1 f there has been a revision or change in the
11
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA,
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the Job site at the request of the Building Official.
This NOA renews NOA No. 15-0831 .07 and consists of pages I through 9.
The submitted documentation was reviewed by Gaspar J Rodriguez.
NOA No.: 16-0510.28AZA- Expiration Date: 08/16/21
Approval Date: 06/30/16
Page I of 9
ROOFING COMPONENT APPROVAL
Cate,,.,()rv. Roofing
SUIT -Category; Ventilation
Material: Aluminum
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT:
rest Product
Product Dimensions Specification I criptionRKLI- —
Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered
Louvered Roof Vent Min. thickness 0,025" roof ventilation system with a 6.5"
diameter opening.
Model 750 16" x 20-5/16" x 5" 'TAS 100(A) Embossed aluminum static louvered
Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3"
diameter opening.
Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered
Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 83"
diameter opening.
Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered
Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3"
diameter opening.
Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered
Louvered Roof Vent Min, thickness 0,025" roof ventilation system with a 9.75"
diameter opening,
MANUFACTURING LOCATION
1. Jacksonville, AR
EVIDENCE SUBMITTED:
rest .11k9encl Test Identifier Test Name Date
Center for Applied EngineeringZ MDC-98&99 TAS 100(A) 03/16/95
PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07
Technologies RRWA-001-02-01 TAS 100(A) 07/28/15
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 2 of 9
APPROVED APPLICATIONS
Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers
System 'Type A: Mechanical attachment of ridge vent system over composition shingles.
Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down
from the ridge line to keep the top of the roof vent below the ridge line. Mark this position.
Using marked position as center point; scribe a circle that is the same diameter as the vent throat
opening. Starting at the drill hole; cut vent hole along the scribed circle.
Installation: Vents should be evenly spaced on the rear slope of the roof.
Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under
shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent
under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make
sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1 '/4"
aluminum annular ring shank nails. With the first nail I V4" from roof louver end and a minimum
of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/a"
from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge,
keeping heads of nails tinder shingles where possible (see 700 Series louver roof vent profile
drawing). Seal all seams and nail heads with roofing cement.
Ridge Shingle: N/A,
Net Free Area: Refer to manufacturers published literature.
Mininturn Slope: 2:12
NOA No.. 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 3 of 9
Tradename: Model 750 Roof Louver
System Type B: Mechanical attachment of ridge vent system over non-structural, standing scam, or snap lock,
metal roof panels with a numinurn width of 16".
Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole
between rafters and maximum 18" down from the ridge line to keep the top of the roof vent
below the ridge line. Mark this position.
Using marked position as center point-, scribe an 8" circle. Starting at the drill hole-, cut vent
hole along the scribed circle.
Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams.
Metal pans shall be "kerf" cut to receive the upslope portion of the vent flange. Position vent
such that the upslope flange slides through the metal panel cut and underneath the metal roof
covering. The remaining three sides of the flange rest on top of the metal panel.
Apply '/2" wide beads of an approved ASTM C920 sealant between the upslope flange and
underside of roofing. Place additional beads of sealant on the other three sides of the flange
between the vent flange and the topside of the metal panel.
Secure the vent to the deck using (7) corrosion resistant # 10-7 x 1- 1 /2" hex washer head screws.
Fasteners shall be installed in the (7) locations shown in Detail
Net Free Area: Refer to manufacturers published literature.
Minimum Slope: 3:12
GENERAL LIMITATIONS:
L Refer to applicable Building Code for required ventilation.
1 Lornanco's Model 730,750,750-S, 750-F, 770 Roof Louvers shall comply with all applicable building codes,
3, Lornanco's Model 730,750,750-5, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than
33 feet.
4. Lornanco's Model 730,750,750-5, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code
FBC)
5. All products listed herein shall have a quality assurance audit In accordance with the Florida Building
Code and Rule 61G20-3 of the Florida Administrative Code.
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 4 of 9
DETAIL DRAWINGS
i
I
700 SERIFS LOUVERED RooF VENT
NOA No.: 16-0510.28
Expirat on Date: 0€I/16/21
Approval Bate: 06/30/16
Page 5 of 9
t
iq t'"i ez aWxyq,:42A
eta
750 SERIES LOUVERED ROOF VENT
NO;A No.: 16-0510.28
Expiration Rafe: 08/16/21
Approval Date: 06/30/16
Page 6 of 9
DETAIL B (CONTINUED)
FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750
13#2011IN
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 7 of 9
t
gw
750-S SERIES LOUVERED RoOF VENT
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 8 of 9
ICMFKTM
750-E SERIEs LoulVERED ROOF VFNT
END OF THIS ACCEPTANCE
NOA No.. 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 9 of 9
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA
Lornanco, Inc.
2101 West Main Street
Jacksonville, AR 72076
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
F(786)315-2590 F(786)315-2599
iv-,N,w.iiiiaiiiidade.00v/t.Tononiv
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miaint-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted marine]-, the
manufacturer will incur the expense of such testing and the AYIJ may immediately revoke, modify, or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami -Dade County Product Control Section that this product or material falls to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: 700 Series Louvered Roof Vents (730,750, 750-S, 750-E,770)
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in
the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advcrtising or any other purposes shall automatically ternimate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 15-083 1 .07 and consists of pages I through 9.
The submitted documentation was reviewed by Gaspar J Rodriguez.
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/3046
Page I of 9
ROOFING COMPONENT APPROVAL
CategqEv Roofing
Sub -Category. Ventilation
Material: Aluminum
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT:
Test Product
Product Dimensions Specification RKLIC—rin—tion
Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered
Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5"
diameter opening.
Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered
Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 83"
diameter opening.
Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered
Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 83"
diameter opening.
Model 750E 23" x 27-11/4" x 5" TAS 100(A) Embossed aluminum static louvered
Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3"
diameter opening.
Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered
Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75"
diameter opening.
MANUFACTURING LOCATION
L. Jacksonville, AR
EVIDENCE SUBMITTED:
Pest -A99D-CA, Test Identifier Test Name Date
Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95
PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/2 1 /07
Technologies RRWA-00 1 -02-01 TAS 100(A) 07/28/15
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 2 of 9
APPROVED APPLICATIONS
Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers
System Type A: Mechanical attachment of ridge vent system over composition shingles.
Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down
from the ridge line to keep the top of the roof vent below the ridge line. Mark this position.
Using marked position as center point: scribe a circle that is the same diameter as the vent throat
opening. Starting at the drill hole; cut vent hole along the scribed circle.
Installation: Vents should be evenly spaced on the rear slope of the roof.
Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under
shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent
under shingles with arrow pointing up (non -louvered slant back facing the peak of root). Make
sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with1 1 '/4 "
aluminum annular ring shank nails. With the first nail P/4" from roof louver end and a rnimmurri
of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1 '/4"
from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge,
keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile
drawing). Seal all seams and nail heads with roofing cement.
Ridge Shingle: N/A,
Net Free Area: Refer to manufacturers published literature.
Minimum Slope: 2:12
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 3 of 9
Tradename: Model 750 Roof Louver
System Type B: Mechanical attachment of ridge vent system over non-structural, standing scam, or snap lock,
metal roof panels with a miturnurn width of 16".
Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole
between rafters and maximum 18" down from the ridge line to keep the top of the roof vent
below the ridge line. Mark this position. Z71
Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent
hole along the scribed circle,
Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams.
Metal pans shall be "ker' cut to receive the upslope portion of the vent flange. Position vent
such that the upslope flange slides through the metal panel cut and underneath the metal roof
covering. The remaining three sides of the flange rest on top of the rnetal panel. C)
Apply 1/2" wide beads of an approved ASTM C920 sealant between the upslope flange and
underside of roofing. Place additional beads of sealant on the other three sides of the flange
between the vent flange and the topside of the metal panel.
Secure the vent to the deck using (7) corrosion resistant #10-7 x 1 -1/2" hex washer head screws.
Fasteners shall be installed in the (7) locations shown in Detail
Net Free Area: Refer to manufacturers published literature.
Minimum Slope: 3:12
GENERAL LimITATIONS:
1. Refer to applicable Building Code for required ventilation.
Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes.
1 Lornanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than
33 feet.
4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code
FBC)
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 6 1 G20-3 of the Florida Administrative Code.
NOA No.: 16-0510.28
m"tknIbArw c70;UNaTY
amm Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 4 of 9
DETAH, DRAWINGS
icmnu-m
r - - - - - -
Z
7-7 7-7 7-7
I
700 SERIES LOUVERED ROOF VENT
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 5 of 9
DETAH, B
750 SERIEs LouVERED RoOF VENT
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 6 of 9
DETAIL B (CONTINUED)
FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750
IMMMINiq
NOA No.: 16-0510.28
DADE COUNTY Fxpiration Date: 08/16/21num
Approval Date: 06/30/16
Page 7 of 9
D FrAl L C
750-5 SERIES LOUVERED RoOF VEN'r
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 8 of 9
I
750-E SERIEs LOUVERED ROOF VFNT
END OF THIS ACCEPTANCE
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date, 06/30/16
Page 9 of 9
DEPAR,rMEN'r OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA
Lornanco, Inc.
2 101 West Main Street
Jacksonville, AR 72076
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33 175-2474
T (786) 315-2590 F (786) 315-2599
www.miainidaqt.1oy/economy
This NOA is being issued under the applicable rules and regulations governing the use of construction materials, The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami -Dade County and other areas where allowed by the Authority Having lurisdiction (AIIJ).
This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control Section
in Miami -Dade County) an(For the AHJ (in areas other than Miami -Dade County) reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of
such product or material within their jurisdiction, RER reserves the right to revoke this acceptance, if it is determined
by Miami -Dade County Product Control Section that this product or material falls to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code,
DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770)
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in
the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 15-0831.07 and consists of pages I through 9.
The submitted documentation was reviewed by Gaspar J Rodriguez.
NOA No.: 16-0510.28AZA- Expiration Date: 08/16/21
Approval Date: 06/30/16
Page I of 9
ROOFING COMPONENT APPROVAL
Category: Roofing
Sub -Category: y,ate orVentilation Material:
Aluminum TRADE
NAME'S OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT: Test
Product Product
Dimensions Specification Description Model
730 12-31116" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered
Roof Vent Min, thickness 0.025" roof ventilation system with a 6.5" diameter
opening. Model
750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered
Roof' Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter
opening. Model
750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered
Roof Vent Min. thickness 0,025" roof ventilation system with a 8.3" diameter
opening. Model
750E 23" x 27-1/4" x 5" TAS I OO(A) Embossed aluminum static louvered Louvered
Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter
opening. Model
770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered
Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter
opening. MANUFACTURING
LOCATION L
Jacksonville, AR EVIDENCE
SUBMITTED: TestAgtncv
rest Identifier Test Name Date Center
for Applied Engineering MDC-98&99 TAS I OO(A) 03/16/95 PRI
Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies
RRWA-00 1-02-01 TAS 100(A) 07/28/15 NO
As No.: 16-0510.28 Expiration
Date: 08/16/21 Approval
Date: 06/30/16 Page
2 of 9
APPROVED APPLICATIONS
Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers
System 'Type A: Mechanical attachment of ridge vent system over composition shingles.
Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down
from the ridge line to keep the top of the roof vent below the ridge line. Mark this position.
Using marked position as center point; scribe a circle that is the same diameter as the vent throat
opening, Starting at the drill hole; cut vent hole along the scribed circle.
Installation: Vents should be evenly spaced on the rear slope of the roof.
Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under
shingles. Apply approved roof cement around the edge of the hole, Carefully slide base of vent
under shingles with arrow pointing up (non -louvered slant back facing the peak of root). Make
sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1 /4"
aluminum annular ring shank nails. With the first nail P/4" from roof louver end and a minimum
of 6" ox, at the front and backside of louver vent parallel to the ridge. And with the first nail P/4"
from roof louver end and a rninimurn of 8" ox, at sides of louver vent perpendicular to ridge,
keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile
drawing). Seal all searns and nail heads with roofing cement.
Ridge Shingle: N/A.
Net Free Area: Refer to manufacturers published literature.
Minimum Slope: 2:12
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 3 of 9
Tradename: Model 750 Roof Louver
System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock,
metal roof panels with a miturnurn width of 16".
Cutout: Vents shall be centered evenly in the field of the panel between the searns. Center the vent hole
between rafters and maximum 18" down from the ridge line to keep the top of the roof vent
below the ridge line. Mark this position.
Using marked position as center point; scribe an 8" circle. Starting at the drill hole-, cut vent
hole along the scribed circle.
Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams.
Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent
such that the upslope flange slides through the metal panel cut and underneath the metal roof
covering. The remaining three sides of the flange rest on top of the metal panel.
Apply 1/2" wide beads of an approved ASTM C920 sealant between the upslope flange and
underside of roofing. Place additional beads of sealant on the other three sides of the flange
between the vent flange and the topside of the metal panel.
Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws.
Fasteners shall be installed in the (7) locations shown in Detail
Net Free Area: Refer to manufacturers published literature.
Minimum Slope: 3:12
GENERAL LimITATIONS-
1. Refer to applicable Building Code for required ventilation.
Lomanco's Model 730,750,750-5, 750-E, 770 Roof Louvers shall comply with all applicable building codes.
Lomanco's Model 730,750,750-5, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than
33 feet.
4. Lomanco's Model 730,750,750-5, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code
FBC)
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 61G20-3 of the Florida Administrative Code.
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 4 of 9
DETAIL DRAWINGS
F
7-7
i it ,
r
700 SERIEs Lou'VERED RooF VENT
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 5 of 9
DE,rAIL B
750 SERIEs LOUVERED RoOF VFNT
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 6 of 9
DETAH, B (CONTINUED)
FASTENER LOCATION FOR ME,rAL PANEL INSTALLATION OF 750
IsmsW111111
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 7 of 9
I
DETAIL C
11 1
750-S SERIEs LoUVERED ROOF VENT
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 8 of 9
DETAIL D
750-E SERIEs LOUVERED ROOF VENT
END OF THIS ACCEPTANCE
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 9 of 9
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
CAST-CRETE USA, Inc.
PO Box 24567
Tampa, FL 33623
813) 621-4641 Ext 1.28
cparrino@castcrete.,com
Craig Parrino
cparriiio@castcrete.corn
Craig Parrino
PO Box 24567
Tampa, FL 33623
cparrinoCOcastcreLe.com
Craig Parrino
PO Box 24567
Tampa, FL 33623
rparrino@castcrete,com
Structural Components
Products Introduced as a Result of New Technology
Certification Mark or Listing
Miami -Dade BCCO - CER
Miami -Dade BCCO - VAL
5LaAAAEA KPAr
ACI 318 2014
TMS 402 2016
Product Approval Method
Date Submitted
Method I Option A
10/18/2017
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products,
11/14/2017
11/21/2017
FL# Model, Number or Name
158.1 High Strength Concrete Lintels
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside JHVHZ. Yes
Impact Resistant: N/A
Design Pressure. N/A
Other. Superimposed loads shall not exceed allowable safe
load
Mmm=
4, 6, 8, and 12 inch wide lintels
Certification Agency Certificate
fu5a
EL_L5A__Rj_Q_,Q_CAC L7 QAok _p fjkL _q _j
Quality Assurance Contract Expiration Date
09/11/2018
Installation Instructions
ELL58 RjQ_U
15R7 %OA 1Z&)a2A_J'3LRd_f Verified
By: Miami -Dade BCCO - CER Created
by independent Third Party: Evaluation
Reports Created
by Independent Third Party: EE
L12-1`111 L2ELij= ::
Etj 5 -481 S?A The
State of Florida is an AA/EFO employer, Qyrrat!2RZ2_1_35Dtt-q( Fjotjp - 5'tqtqtfie _CUIi 1ftyita C Ld mn Under Florida law,
ennall addresses are public records, If you do not went your e-mail address released in response to a public -records request, do not send electronic mail to this
entity. Instead, contact the office by phone or by traditional ma;l, if you have any questions, please contact 850AS7.1395, *Pursuant to Section 455.275(l),
Ficr'da 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 ernalls
provided may be used for ofpcial communicap n with the licensee. However ernall 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 Chanter 455, FS., please click here-,
Product Approval Accepts:
W AN Eid
E on
MIAMI-MDADE MUNILDADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND LCONONNITC RF-SOURCES (RifR) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMIN18TRATION MYSION Miami, Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE_(NQA iymYt
Cast -Crete USA, Inc.
P,O. Box 24567
Tampa, Florida 33623
SCOFF:
This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials,
The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control
Section to be used in Miami Dade, County and other areas where allowed by the Authority Having Jurisdiction
AHJ).
This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control
Section (In Miarrti Dade County) and/or the A-W (in areas other than Miami Dade County) reserve the right to have
this product or material tested for quality assurance purposes. If this product or material fails to perform in the
accepted manner, the manufacturer will incur the expense of such testing and the AIIJ may immediately revoke,
modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke
this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material
fails to meet the requirements of the, applicable building code,.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels
APPROVAL DOCIYNTENT. Drawing No. FD4-612, titled "Precast and Prestressed Lintel Details", sheet I of 1,
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No, U174612, titled "Cast -Crete 4", 6" & 12)'
f,intel Safe Load 'Tables", sheets I through 3 of 3, prepared by Craig Parrino, P,E,, dated March 24, 2003, last
revision dated June 12, 2014, all signed and scaled by Craig.parrino, P.E. , on August 19, 2014, all bearing the
Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration
date by the, Miami -Dade County Product Control Section.
MISSILE IMPACT TING:RALarge and Small Missile Impact Resistant LA-
BELING: Each lintel shalt bear a permanent label with the manufacturer's narne or logo and the Miami -Dade County
logo, RENEWAL
of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product. TEWMATION
of this NOA will occur after the expiration date or if there has boon a revision or change in the materials,
use, aid/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate, this NOA, Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA, ADVERTISEMENT: '
Ilie, NOA number preceded by the words Miami -Dade, County, Florida, and followed by the,
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be
done in its entirely, INTSPEC'
FION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall
be available for inspection at the job site at the request of the Building Official, This
NOA revises, NOA H 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well
as approval document mentioned above, Fhe
submitted documentation was reviewed by fletray A. Makar, P.E., M.S. I
fl
NOA, No, 17--0821J8 M
MIAMI-r Ift— Expiration Date: 09/11/2018 U= 17) CIAMlt)MAQ E COU =NTY Cl_
Approval Date: 09/2a/2017 0
9 / z F/s. I J Page 1
Cast -Crete USA Inc
NOTICE OF ACCEPTANCE: EVIDENCE STJBMITTEJ)
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04
A. DRAWINGS
1. Dr6ming ft. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1,
prepared by Craig Porrino, RK, dated March 24, 2003 and Dr(nving,No. LT4612, titled
Cast -Crete 4 ", 6" & 12 " Lintel SirfeLoad Tables " ' sheets I through 3 Qf *3, prepared by
Craig Parrino, P.E., dated jIllarch 24, 2003, last revision #1 dated April 28, 2003 both
dra-wings signed and sealed by Craig Parrino, P,E,
13, TESTS
1. Test report onflexural testing- on 4 ", 6 12 " Precast Concrete -Lintels -Filled and Unfilled
Models, total cif (13) concrete lintel spechnens, perASTAf F,529-94, prepared byzipplied
Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed
by Christopher A. Hainon, R E, C.
CALCULATIONS L
Calculations for Cast -Crete lhite/s, dated 05129103, 207pages, prepared by Craig Parrino,
AF, signed and sealed by Craig Parrino, PIK 2.
Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino,
A A,, signed and sealed by Craig Parrino, P,E. D.
MATE' RIAL CERTIFICATION: 1.
Quality System Manual for Cast- CrefeAkfuchine Made Precast Lintels revised on May 1, 2001
2.
Cast -Crete Quality System Manualjbr Prestressed Products dated 2002. 1
EVIDENCE SIJ13MITTED UNDER PREVIOUS APPROVAL H 08-0320.09 A.
DRA.WINGS 1,
Drawing A76, F7)4612, tilled "Precast and Prestressed Lintel Details", sheet I of 1, prepared
by Craig Parrino, P.E., dated Allarch 24, 2003 and Dra-wing No. 1,74612, titled Cast -
Crete 4", 611 & 12 " Lin(elS'* Load Tables", sheets, I through 3 of 3, prepared by Craig
Parrino, RE, elated March 24, 2003, last revision dated March 11, 2008, TESTS
T
None. C.
CALCULATIONS 1.
one. D.
QUA-LITYASSURANCE 1.
By Miami -Dade County Building Code Compliance Office. E.
MATERIAL CERTIFICATIONS 1,
None, i
l4e'- my
A. Makar, P.E., M,S. Product
Control Section Supervisor NOA
No. 17-0821.18 Expiration
Date: 09/11/2018 Approval
plate: 09/28/2017 E -
I
Cast -Crete USA, Inc.
NOTICE OF AC'CEPTMNCE: EVIDENCE SUBMITTED
3. EVIDENCE SUBMITTE-DUNDER PRE VIOtJS APPROVAL # 12-0209.12
A. DRAWINGS
1, Draiving No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet .1 of
J,prepared b (a'aigPari inoP,1,,ttatedA4irch24,2003ui?dDi-(i-i3,ingiVo.
LT4612, titled "Cast-Crete4", 6" & 12" Lintel Safe Load Tables", sheets I
through 3 of 3, prepared by Craig Parrino, RE, dated -1111arch24,2003, last
revision dateclHurch,11, 2008, all signed and sealed b,yCraig Parrino, P.,E, orl. March
22, 2012, B.
TESTS J,
None. C.
CALCU1,ATIONS 1.
None. 1).
QUALITY ASSURANCE 1,
13y Miami -Dade Couny Department qj'Permifting, Environment, and.Regulatory Affairs, E. MATERIAiJ,
CEWFINCATIONS 1, Norge.
F. OTHER
1, Letter
firom Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig
Parrino, P, E, certifying compliance with the Florida Building Code, 2010 Fdition. 4.
EVIDENCE
SUBMITTED UNDER PREVJOtJS APPROVA.I., # 13-0321,07 A. DRAWMGS
L None.
13. TESTS
1. None,
C. CALCULATIONS
1, Arone.
D. QUALITY
ASSURANCE 1. By
kfiarni-Dade County Department of Regulatory and Ecoi?onficResozu,ces (RER), E. MATERIAL
CERTIFICATIONS 1, None.
o1my A.
Maker, P.E, M.S. Product Control
Section Supervisor NOA No.
17-0821.18 Expiration Date:
09/I1/2018 Approval Datc;
09/28/2017
Cast-Crct± USA, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
5. EVIDENCE SUBMITTED UNDER PREVIOUSMIPROVAL A 14-0903.03
A. DRAWJNGS
1. Drcaving No. FD461Z titled ".Prectistar,,d,Prestres,sedIintel,Details", sheet-1 of
J, dated 03124103 and Drawing No, LT4612, titled " Cast Crete 4 ", 6 " & 12 "
Lintel8afe Load Tables", sheets I through 3 of 3, last revision dated 061121.14, all
prepared, signed and sealed by Craig Parrino, P-E, on 08119114.
B. TESTS
1. None,
C, CALCULATIONS
1. Calculationsfir Cast -Crete Lintels, dated 0811912014 pages 14.201 through 14.236, preparedby
Craig,Parrino, P.E., signed and sealed by Craig PorrinoRE, 1). QUALITY
ASSURANCE L By
Mianfi-Dade Counly.Department ofRegulatoiy(Ind &OMMiC-Resources (RER), E. MATERIAL
CERTIFICATIONS L None.
F. OTHER
L Letter
ftom (Fast -Crete USA Inc., dated 0811912014, signed and sealed by Craig Parrino,RE'.,
certifying compliance with the Morida.Building Code) 20.14 Edition. 6, NEW
EVIDENCE SUBMITTED A. DRAWINGS
1, None,
B. TESTS
1, None.
C. CAILCULATIONS
1, Mone,
D. QUALITY
ASSURANCE L By
Nfiami-Dade County Department of Regulatory and,Economic Resources (RER). E. MATERIAL
CERTIFICATIONS 1. None.
F. OTHER
1, Cotnpliance
Letter with the Florida Building Code, 2017 Edition, issued by ('.'ast- Crete USA,
Inc,, dated 08108117, signed & sealed by (.-,'raig -Parrino, P.K qfie'-, m
y A. Ma lka r, P. E , JM. S Product Control
Section Supervisor NOA No,
17-0821.18 Expiration Date:
09/11/2018 Approval Date:
09/28/2017 E-3
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FOR 12' UNTELS GIR1310
SAFE
LOADS FOR 4" SOLID LINTELS GRAVITY
TYPE
LENGTH
4S8 3'-
6- (42-) PRECAST 11BO 4'-
0" (48") PRECAST 958 6' (
54'j PRECAS- 76')
PRECAS7 360 7'-
6- (901 PRECAST 260 PRECAST
i56 2
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UPLIFT
LATERALl TYPE
LENGTH
4S8 4S8 31-
6' (42" PRECAST 687 4!-
0' (481 PRECAST 5137 320 4'-
6' (54", FRMA57 258 I
8-
6 i 7e) PRECAST 366 ls i
7'- 6' (90') PRECAST 2W 87 9'-
4' ('11121 PRECAST- 187 5 5 W-
C(1261 PRECAST 1, b2 43 12F8
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DATE
4/
28/03 EL SAFE OAD TABLE'S MELCAST-CRET' 4", 6" & 12" "UNTL L-VDS04--- aPitO
qlll, --- --- - -- -- 6' N' :7' --T—swu, v'AL nqsmN DAI&
3/203 cKcrlio &(*, Ro pwallo, PIE, - Rm W. 64756 mu-NI"N', L14612 SKET 3 t'i 3
SAFY; GRAVITY LOADS FOR W'PRECAST U,LINTELS FOR 6"PRECASAFE
LATERAL M-
LINTLOADS S SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS SAFE,
LOAD - POUNDS PER LJNEAR FOOT SA I- L AD SAFE LOAD - POUNDS PER LIN FOOT PLFGTtv'
s TYPE
UB 6F8 RC.M L TYPE 98-IT SF12-ITiV-16-IT OF20-IT V24--IT LENGTiLENGTH6S-
6- 1,42-) PKICAST 2332 25 76 3C92 505C 6148 7227 8297 9357 3'-5' (421 PRECA51' 587 1055 58 3'-15' (42') PRECAST 1412 2074 1 2715 3355 3997 4638 5279 7.
9357487 '4'-0' (48') PREQ S 1225 1890 2357 2913 4'-C' (+81 PRE T 2025 231Z buz A)"11 to'; 7227 1 5297 7 44-5 1 3470 14027 [1 58,3 4'-O (48-) PRECAST 78 PRECAST
1654 1 ai— '05C 6 4'-6" (54") C, T633 148 7227 8297 9357 4'-6 (54 PRECAST 416 609 344 14'-6' (541 PRECAS ST1083 1592 2084 2577 305' 3562 14055 350
198 C 5-10 (70') PRECk—C 1222 )6W 197S 2357 PRECAST3007 —a3l 2736 PRECAST10671,260 12128 3557 5734 ?227 1 3114 18297L82251075
1 B31 2850 4328 87,37 M 7 9357 11 723 1097 1437 1777 2117 2457 2797 6,-6, PKW--T049 PRECAST 496 157 --6, (78') 78 )' FF.
EWT 779 853 1 1459 2188 315 1 1 4524 66514 9357 -/'-6' (90 PRECAST 222 -367 7'-6° (go- DPECAS! 648 863 1 1249 1544 1840 21, 15 243 obf
q
M P11 M 9-
4 (112.) PRECAST 584 660 2084 2795 37,1 1 5017 (112,1 PRECAST 173 3-52 74 9'-e (112') PRECAST 575 57" J 980 1252 1492 173 1972 C '-7-' - — -------- PRECAST
503 556 0'--V 1121 3 1 1 895223147i10'-6" 26') PRECAST 514 462 51 1,756 2
1492
1 7 - 2,_ '972 133.
756 5 #,
271
1710r, 126') PRECAST 151 276 58 787 1E5 3
2 4. PRECAST5071952 ?'1 4' (1,W) PRECAST 139 1 311 1 49 111-4-(136') PRECAST 144 16 11535 85 , 1442 16 45,A 45Ij11249231634744041213, 12'-
O' (144", PR425 C77 744 1042 377 1769 2238 2M 12'-0'(144-) PRECAST 13 1 277 1 44 12'-O'(1 W) PRECAST 454 tr' 357,,J 619 1 883 1093 12" 11 11506 0 Co.)
13'-4'060') PRECAST 373 A17 645 1395 1170 14M 1852$2285 IS-4 PRECAST I 17 1 223 35 IS-4-(160') PRE(Y-SI 4021M8 515 iI mi
736 t 736 W61076 124 PRECAST 3 —
3 20 1 IS—
RECA
51
392 6051 835 1081711373 17033 2087 PRECAST 111 202 32 PRECAST 353 28,to 475
1
677 832 1 989 1145 . 7'-4'(
208 PPECASI NA 299 455 620 794 985 119B 14,37 '--4'(208') PRESTRESSED IN R. 130 21 17'-4'(203' 17 PRECASI2531,41 208 33814 4 THE
NUMBERSNPARENT+—SiS ARE PF-'RfS4T REDUCTMS MA SEE CENEMIL Nort 18 THE NUMBERS N PARENVf-ES!S ARE PER: ENT, REDUCTIONS FOR GRACE 40
FIELD ADDED REEAR, SEE GENERAL NOTE NO. 4 SPADE 40 FIELD ACDED REBAR, SEE G M:AL NOTENO, 4 N,7
44 A
F
C:
A4 Z.
CRAIGPAWIINO 8324OR
570 SEE GD4ERAL
NOTES SHEET 1 OF 3 ERPL sM PIL REMN0.
447,5s ElfO=
H -
A 4 6 12 -;CAST-CK'i" LVIEL SAFE LOAD TABLES sit Ga
ZA M-KAXE:
KiS' oxq m;
cull; P;,Rm, Fx, - REC. W wis 51a oiuT 2 'JF s
SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS
1 __7SAFELOAD - POUNDS PER LINEAR FOOT
TYPE,
LENTH Ma 12W2B 12fl2-n 12F iZF20_2a G1
V-8' (42", PIRF,AST 3428 5000 58M 7619 19352 11060 02755 1,4433 4.'-
13' (48) FREW 2923 14232 5838 7M 1 9352 11060 i 12155 14 438 7;
CAST 8304 7619 9352 11050 12755 14438 5-
10'(70') PRECW 1512 2320T4 i 5234 84871 111060 12755 61-
6,(8') PRmA T 138_T IS86 2--579 4196 6421 IC32'2755 1443£, 7--
6- (90' PRECAST !138 1628 2131 -1218 076 3756 197533 1352§; 9'-
4" ( 121 PRECAST 7 5 1216 1535 2230 3' 83 4167 1 55S3 755 PRECAST "
614 1043 1295 r 1853 2515 3323 4334 i—
f
532 t11
S4( 32APRECAST518945116216432216289337194746{4 12'--
0-(1441 PKCAST 456 878 1073 1513 2029 2517 3333 42C-S,, IS-
4- ?REECAST 359 7167 fl 926 1,794 1709 4'-
0 (68" PREC,,',ST 20 3217208651204158417 2451 3106 T'-
4'M8"j PRECAST K.K 45' 631 A 3411 1, 1*28m 1750, 2102 PRECAST_
1 K,R. 343, 477 700 925 1152IMO I 600,J f) THE
NADERS RN PlRENTHMS ARE KRGEM, RE9,CM4 FOP, GRADE 40
FLEW Amr, REW. SEE GU)FRk WE ulo. 4 SAFE GRAVITY
LOADS FOR 12" PRECAST wl X'RECESS DOOR U-LiNTELS SAFE LATERAL
LOADS SAFE LATERAL
LOADS FOR um SAFE
UPLIFT
LOADS FOR 12" PRECAST U-LINTELS 1) THE
KLMERS N PARERMSIS ARE ?MRT REMPMS FOR Ml t
40 MD AWFO KBAK SU GERM MME Hl 4 SAFE UPLIFT
LOADS FOR 12" PRECAST w/ 2!'RECESS DOOR U-LINTELS tWvr-4
VM_7 SAFE LOAD -POUNDS PER LINEAR FOOT rrGiYd6l:l2ff6-
2812ffi-?4t2WI4-7 IWIB--AMr,-2tl2ff23- IMO- 12RU6tYrr1,12FF5 RCfAU I Y Ft- 7 LEN
LEMTHGTH 4'-e (
52' PRECAST JLLj 25,M 2942 5458 f 1584 9640 11669 13679 11567S 4'-4' (62') PRECAST 1295 =,36 9 2 758,1, 4'-4' 152) PRECAST 1626 26M 3746 4ROS 5M7 i 692 7969 E 582319
274015468L75841911669a5iiq 4 CAST 1213 3458,241-/,, 4'-6' (541 PRECAST 1558 2!M d602 -7623 5643 5664 7634 .CAST 54PRE5'-e (
6n PRE t, , 6714 CAST
13471,841 33,555 5395 9640 11369 13679 1"; V-8' (68 PRECAST 7B4 122,36 6W,(581 PRFCA'ST 121 C, 2042 2850 36H 4466 5273 1 6381 4-138
1,51 L31IJ 9358116&2 113679 5-10-(701 PREWT 747 29 1552 PRE IM 199 2759 3553 6 -8" (
80-) P-4CAST 924 14M 2633 4415 M4 12574 148G V-6- (81T) PRECAST TT151 1 7 2 6'-
5'
laoj PRECAST 1020 15M 2426 3114 -3tW 4489 5177 70 2776
3390 4003 4617 RF 7031203 _21 79M, 9623,4 11,52R (90' PRECAST 504 14313 j PRECAS1 904 1'226, 57 34945259 -CAST 6jA4
17' "go (A), a'
r'
l 16') PRECAST 3!] 1451 2157 3203 4427 54HIA Cp W-8' (116) PRECAST PRECAW 3 3145,' 3628,,,, Z)5 '01 11 703 771 1472,. 55 1) THE
NUW_RS W PARENTRE-L' ARE n-g-,EMTMMM14S FOP. OE RAL 01 ....... UMERS N PAX ARE PERCERT RZ=nM FOR E,Va
4aB&P ADDU KWL ZF_l GLWRALNGTE N1 A E N • 40 nU AWED WM G5Kg& PIME hQ, 4 the aw,
14i"
s CORA z G
AIGPARfto j q 07 "s
4;L 33584 SEE OENEML
NOTES - ?"fit 0 FLR1!
AAM_um, 72i/6 --
I MEMSER 01, -CAST-CRETE 4", 6" & 12" LIN7, EL SAFE LOAD TABLES M8 _iliT =
5 gf: MW FAMO, PA, - M, NO..47;i 00WIiii. Ji 3 OF 3
MIAMI- MIAMI-DARE COUNTY BonPRODUCTCONTROLSECTIONDEPARTMENT
OF REGULATORY AND ECONOMIC RESOURCES (Rv.p') 11805 SW 26 Street, Room 208 BOARD
AND CODE ADrvmNjsiRA,rioN DIVISION Miami, Florida 33175-24 74 1-(
786)315-2-590 F (786) 315-2599 NOTICE
OF ACCEPTNNCE (NOA) Cast -
Crete USA, Inc. P.
O. Box 24567 Tampa,
Florida 33623 SCOPE:
This
NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section
to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ),
This
NOA shall not be valid after the expiration date stated below, The Miaini-Dade County Prod -act Control Se
ction (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,
or suspend the use of such product or material within their jurisdiction. RER reserves Clio right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails
to meet the requirements of the applicable building code. This
product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone
of the Florida Building Code, DESCRIPTION: "
Cast -Crete" 8 inch ffigh Strength Precast and Pre -stressed Concrete Lintels APPROVAL
DOCUME, NT; Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3
of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig
Parrino, P.E., on August 19,2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice
of Acceptance number and the expiration date by the Miami -Dade County Product Control Section, MISSILE
IMPACT RATING. Large and Small Missile Impact Resistant t LABELING.
Each lintel shall bear a. permanent label with the manufacturer's name or logo and the Miarni-Dade County
logo, RENEWAL
of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product, TERMINATION
of this NOA will occur after the expiration date or if there has been a revision or change in the materials,
use, and/or manufacture of the product or process. Misuse of this NGA as in endorsement of any product,
for sales., advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:
The NOA number preceded by the words Miawi-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be
done in its entirety. INSPECTION:
A copy of this entire NOA shall be provided to flic user by the manufacturer or its distributors and shall
be available for inspection at thejob site at the request of the Building Official. This
NOA revises NOA 1117-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2,13-3, E-4, E-
5 & E-6 as well as approval document mentioned above. The
submitted documentation was reviewed by Helmy A. Mahar, PX, A/I.S. CMIAHJ
C)ADE =COUNTY NOA
No. 1.7-0821.19 05/
21/2022 ExpirationDate. Z.
11l'te, 17 Approval Date: 09/28/2017 Page
I
Cast -Crete USA, Inc.
NOTICE OF ACCEPTNNCE: EVIDENCE SUBMITTED
1. EVIDENCE 81113MITTED UNDER PREVIOUS MYROVAT, 496-061101
A. DRAWINGS
1. Dra-wing No, FD8, titled "Cast -Crete 8" Lintel lubrication Details', prepared by Craig
Parrino, P. 14,, dated 06107196, revision -ff I dated 11108196, sheet I of 1, and Drawing
No. LT8, titled "Cast -Crete 8 " Lintel 8qfeLad Tables", prepared by Craig Parrino,
P,E,, dated 06107197, revision #4 dated 04128198, sheet I of 1, both drawings signed and
scaled by Craig Parrino, P,
B. TESTS
1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels J,'filled
Models, total of (36) concrete lintel specimens, per A. STM,1.'.'-529-94prepared by
Applied Research Laboratories, Report No. 29702B, dated 0713 0197, signed and sealed
by Christopher A. Hamon, P.E.
C. CALCULATIONS
1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by
Craig Parrino, P. E, signed and sea -led by Craig Parrino, P.E.
2. -Calculationsfor Cast -Crete 8-inch Lintels, dated 11111196, 45pa-ges, prepared by Craig Parrino,
11. E., signed and sealed by Craig Parrino, P. K D
MATERIAL CE'R-14FICATIONS L
Mill (-.'ertifietl.lnvl)ection.Report,Silo #4 elated April 1996,for cement bySouthdoivn Brooksville
CenzentLahoratoi-y. 2.
Mill Certified Inspection Report #20-8275 dated 0612019,5for pre -stressing strand by The Crispin
Company. 3. Mill
Certified Inspection Report ft-20-8345 dated 11113195for pre -stressing strand by The Crispin
Company. 4. Mill
Certified .Inspection Report 42,111-078240 dated 04125196,for #3 rebar by Ameristeel, 5.
Mill
Certified Inspection Report #84--Ad1.9614 dated 02129196,for #5 rebar by Birminghain Steel
Corp. 6. Mill
Certified Inspection Report #58-A6( ;332 dated 01128196,for 114 rebar by Birminghain Steel
Cor p, 7. Mill
CertifiedfiqsI)ection.R(,I)ort #84-A420749 dated 04105196fbi- 1#5 rebar by Birmingham Steel
Corp. 8, J111ill
Certified Inspection -Report 9-84-,A1119805 dated 03106196fbr #4 rebar by Birmingham Steel
Corp, 9. Mill
Certfiied Inspection Report 984-,11121208 dated 0412.1196for 44 rebar by Birmingham Steel
Corp, 10. Mill
Certified Inspection Report #84-M20652 dated 04103196r reo 5 rebarabyBirminghamSteel Corp,
y A. Malkar,
P.E., M.S. Product Control Section
Supervisor NOA No. 17-
0821.19 Expiration Date: 05/
21/2022 Approval Date: 09/
2812017 E - 1
Cast -Crete USA Inc.
NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED
11. Mill Certifiled-Inspection Report #84-M207-49 dated 04105196for #5 rebar by
Birmingham Steel Corp.
12. Quality ControlAllanual.for Cast -Crete Machine -Allade Precast Lintels dated 051,141.96
13. Quality Control Allanualfor Pre-stressed.Products dated 031201.95,
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
L Xone,
D, MATERIAL CERTIFICATIONS
L None.
3, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 03-0605.05
A. DRAWINGS:
L Drcryving No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheet I of .1,
prepared by Craig Parrino, P. A, dated June 7,1996, revision #2 dated danuary 28,
2003, and Draiving No. LT8, titled "Cast -Crete 8 " Lintel Safe Load -Tables", sheets
I & 2 of 2, prepared by Craig Parrino, R E, dated June 7, 1996, re -vision 45 dated
March 24, 2003, all drawings are signed and seated by Craig Parrino, P. P.
13. TESTS:
1. Test report onflexural testing on Precast Concrete .Lintels F illedModels, total of 12)
concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories,
Report No. 3040,113, dated 04123103, signed and sealed by Christopher A
Maroon, P.E. C.
CALCULATIONS; 1.
Calculationsfor Cast -Crete HighStrengthPrecast and Pre -stressed 8-inch Lintels, dated May
29, 2003, sheets 1,.1 through 1.493 and 2.1 thrmigh 2.336, prepared by Craig Parrino,
R F., signed and sealed by Craig Parrino, P.E. 1). MATERIAL
CERTIFICATION, J. QualitySystem
Manual for Caxt-Crete Machine .kfade Precast Lintels revised on May 01,
2002, 2. Cast -
Crete Quality System.Manualfor Pre -stressed Products dated 2002. e my
A. Makar, P,E., AM,& Product Control
Section Supervisor NOA No.
17-0K21,19 Expiration Date:
05/21/2022 Approval Date:
09/28/2017
Cast -Crete USA, Inc.
NOTICE OF ACCEPTANCE: EVIDE'NCE SUBMITTED
4. EVIDENCE SURMITTED UNDER PREVIOUS APPROVAL #06-0222.01
A. DRAWINGS
L Drawing No. FD8, titled "Cast -Crete 8 " Lintel Fabrication Details sheets I through
3 of3, prepared by Craig Parrino, P,K, dated June 7,1996, last revision dated
February 17, 2006, signed and sealed by Craig Parrino, RE
B. TESTS
J. None.
C. CALCULATIONS
1. lVo n e,
D. QUALITY ASSURANCE
1. By -Miami-Dade Building Code. Compliance Qfji'ce,
E. MATERIAL CER1II{ ICATION I.
None. F.
OTHER L
Letter from Cost -Crete Cotporation, dated 0212012006, signed lay Craig Parrino, R E S.
EVIFENCES UBMITTED UNDER PREVIOUS APPROVAL 14 11-0121.04 A. DRAWINGS
1. None,
B. TESTS
1, None.
C. CAI
CULATf ONS L None.
P. QUALITY
ASSURANCE 1, By
Miami -Dade Building and Neighborhood Corny?lianceDepartment (HNC). E. MATERIAL
CERTIFICATION 1, None.
F. OTHER
L Letter
from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E.,
certifying compliance with the Florida Building Code, 2007,Edition, Aelmy A.
Makar, PX, MX Product Control
Section Supervisor NOA No,
17-0821.19 Expiration Date,
05/21/2022 approval Date,-
09/28/2017 P, - 3
Cas-t-Cpete US-A.,loc.
NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTEI)
6. EVIDENCE SUBMITTED UNDER PRE, VIOUS APPROVAE, U12-0209,13
A. DRAWINGS
1. Drawing No. FD8, titled "Cast -(ante 8" Lintel Fabrication Details", sheets I through
3 of3, prepared by Craig Parrino, R K, dated June 7, 1996, last revision dated
February 17, 2006, signed and scaled by Craig Parrino, RE., on Allarch 22, 2012.
B. TESTS
L None.
C. CALCULATIONS
1, None,
D. QUALITY ASSURANCE
1, By Aliami-Dade County Departmwnt of Permitting, Environment, and RegnIatory 41folrs,
E. MATERIAL CERTIFICATION
1, None.
F. OTHER
J. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig
Parrino, P. E, certifying compliance with the Florida Building Code, 2010 Edition.
7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903,02
A. DRAWNGS
1, Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I throngh,
3 of 3, prepared by Craig Parrino,P33., dated Jiine 7,1996, last revision dated June 12,
2014, signed and sealed by Craig Parrino, R K, on august 19, 2014.
B. TESTS
L None.
C. CALCULATIONS
1. Calculationsfior High Strength Precast and.Pre-stressed 8-inch Lintels, dated August
19, 2014, sheets 14. 101 through 14.124, prepared, signed, sealed by Craig Parrino, P. J",
D QUALITV ASSURANCE
L By Miami -Dade County Department of.Regzdarory and Economic Resources (RER).
E. MATERIAL CERTIFf CAT ION
1. None.
F. OTHER
L Letter. om Cast -Crete USA, k7c,, dated.,4.ugust 19, 2014, signed and scaled by Craig
Parrino,,P-h, certifying compliance with the Florida Building Code, 2014 Edition,
S
Product Control Section Supervisor
SNOA No, 17-082IJ9
Expiration Date: 05/21/2022
Approval Date: 09/28/2017
E-4
Cast -Crete USAJInc. NOTICE
OF ACCEPTANCE: EVIDENCE SUBMITTED S.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A.
DRAWINGS L
None, B.
TESTS 1,
None. C.
CALCULATIONS 1.
Alone. D.
QUALITY ASSURANCE L
By Nfiami-Dade County Department qfRegivlatory and Economic Resources (RER), E.
MATERIAL CEWJJFICATION 1,
None. F.
on-IER L
Letteroin Cast -Crete USA, .Inc., dated,fanuary 13, 2016, signed and seated by Craig Parrino, R
E., certifying compliance with the Florida Building Cock, 2014 Edition, 9. EVIDENCE
SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS
I, None.
B. TESTS
L Veriftation
Test report onflexural testing on Precast Concrete Lintels FilledModels, total of (
8) concrete lintel specimens, per A-'TAIIE-529-94, prepared by,FT1,Report No, 160425, 08,
dated 01126117, signed and sealed by Idalmis Ortega, RE C. CALCULATIONS
J. None,
1). QUALITY
ASSURANCE J. h
v -Albami-Dade County Department ofRegulotory and Fconotnic Resources (RE-R), E. MATERIAL
CE RTWICATION 1. None.
1my A.
Makar, P.E., MS. Product Control Section
Supervisor NOA No. 17-
0821.19 Expiration Date, 05/
21/2022 Approval Date. 09/
28/2017 E - 5
Cast-0jete USAJnc.
NOTICE OF ACCEPTANcE: EVIDENCE SUBMITTED
10. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. None.
B. TESTS
I. None,
C. CALCULATIONS
1. None,
D. QUALITY ASSTJRANCE
I. By Miann-Dade Counly Department of,Regulatory and Economic Resources (R.ER),
E. MATERIAL CERTIFICATION
I. None,
F. OTHER
I. Letterftom Cast -Crete USA, Inc,, dated August 08,2017, signed and sealed by Craig
Parrino, .P..E., certifying compliance with the Florida Building Code, 20.17-Edition,
imy A. Makar, P.E., A&
Product Control Section Supervisor
NOA No. 17-082139
lexpiration Date: 05/2112022
Approval Date: 09/28/2017
F - 6
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SAFE LOAD PLF
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Dua 8F8 Rcmu 3'-
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C- (4n PRPJST 16,15 763 1309 4! -
6, 592 551 V-
4, (61,j PFEM, 1 4111 9 411 745 5'-
10- (70-1 PRECAST -'A 0 339 6116 61-
6, (191 PREOkS-i 507 721 490 7'--
6' (90') FRECD,'--T 424 j bN 363 9'-
4- (112) PREMT 326 512 230 j W-
6-(W) PRM. E T2&4 401 j 80 l— -- PF.
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260 1 452 154 F12"-1V'
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PRECAST 217 324 110 14 -J('
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N.R. 125 472 FRESTREM 6
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PMHFM ARE PEWTM7FEWrWc. FOR %39'JL'E 40 stt lkmm Kj, lts v,m ass a1jr - sff FRO)Ducl-
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14-0 . {481 PRECAST
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OD4, OF % a:%,—
MIAMI-:DADE) MIAMI-DADE COUNTY
PRODUCT CONTOLRSECTION W'
DEPARTMENTOFREGULATORYANDECONOMIC1JRES0RCUS (RER) 11805, 2' 6 Street, Room 208 BOARD
AND CODE ADA11NISTRATION IDWISION Miami, Florida 33175-24711 T (
786) 315-2590 F (786) 315-2599 NOTICE
OF ACCEPTANCE_(N A) . .... . Cast -
Crete USA, Inc. P,
O. Box 24567 Tampa,
Florida 33623 SCOPE:
This
NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
docurnentation submitted has been reviewed and accepted by Miavvii-Dade County RER- Product Control Section
to be used in Mianli Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ).
This
NOA shalt not be valid after the expiration date stated below, The Miami -Dade County Product Control Section (
In Miarni Dade County) and/or the AHJ (in areas other than Miarni Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the inauttfitanrer will incur the expense of such testing and the AHJ may immediately revoke, modify,
or suspend the rise of such product or material within their jurisdiction. RER reserves the, right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails
to meet the requirements of the applicable building code. This
product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone
of the Florida Building Code. DESCRIPTION, (
Cast-Cretc) 4", 611 & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL
DOCUMENT: Drawing No. FD4 612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared
by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel
Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated Mai -ell 24, 2003, last y
Craig PaiTino, P,E., on August 19, 2014, all bearing the revisiondatedJune12, 2014, all signed and scaled b Miami -
Dade County Product Control Revision stainp with the Notice of Acceptance number and the expiration date
by the Miami-l`)ade County Product Control Section. MISSILE,
IMPACTRATING: Large and. Small Missile Impact Resistant LABELING-
Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County
logo. RENEWAL
of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product. TERMINATION
of this NOA will occur after the, expiration date or if there has been a revision or change in the materials,
use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically ternihnite, this NOA, Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.. ADVERTISEMEN'
F: The NOA munber preceded by the words Miami -Dade, County, Florida, and followed by the
expiration date array be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be
done in its entirely. INSPECTION:
A copy of this entire NOA shall be provided to the visor by the manufacturer or its distributors and shall
be available :for inspection at the job site at the request of the Building Official, This
NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and F-3 as well
as approval document mentioned above, The
submitted documentation was reviewed, by Ifelmy A. Mahar, P.E., M.S. NOA
No. 17-0821,18 CKIAMTK,WADE C=OUNTY Expiration Date: 09/11/2018 Approval
Date: 09/28/2017 og
2 Page I
Cast-CretLe USA , -Inv-.
NOTICE OF ACCE PT.ANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04
A. DRAWINGS
1. Drawing JVo. FD4612, tilled "Precast and Prestressed Lintel Details ", sheet of 1,
prepared by Craig Parrino,.P.K, elated March 24, 2003 and Draining No. 1.,T4612, tilled
Cast -Crete 4 611 & 12 " LintelSafe Load Tables", sheets I through 3 of J, prepared by
Craig Porrino, P.A., dated Afareh 24, 2003, last revision 41 dated 11pril 28, 2003 both
drawings signed and sealed by Craig Parrino, R B,
K TESTS
1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and
Unfilled.Alodels, total of (I 3) concrete lintel specimens, per ASTU J,,-529-9,1, prepared
by,AppliedReseai-chl,ahorotot,ies,,Rel)oi,t.No. 30404A, dated011110103, signed and
sealed by Christopher A. flamon, P,-r,..
C. CA-LCUI,ATIONS
1. Calcula(ionsfor Cast -Crete Lintels, dated 05129103, 2017pages, Prepared by Craig
Parrino, P. E, signed and sealed by Craig Parrino, P. E
2, Calculations , a ,for Cast-Crele Linteks, d, led 05129103, 140 Pages, prepared by Craig
Porrhio, -P P., signed crud sealed by Craig Porrino, A E,
D. MATERIAL CERTIFICATION-.
1. Quality System Manifalfor Cast-Crete1fachine .Made Precast Lintels revised on .May 1,
2002.
2. Cast -Crete Quality System .Mairualfor Prestressed .Products dated 2002,
2. EVII)ENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 08-0320.09
A. DRAWINGS
1. Drawing No, F1)46l2, tilled "Precast and Prestressed Lintel Details", sheet I of 1,
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No, L1"4612, titled
Cast -Crete 4", 6" & 12 " Lintel Sqfe Load Tables", sheets I through 3 of 3, prepared by
Craig Parrino, P..E., dated -Allarch 24, 2003, last revision dated Alfarch 11, 2008.
13. TESTS
1, None,
C. CAI,CULAXIONS
L None,
1). QUALITY .ASSURANCE,
L By 114Yami-Dade County Building Code Compliance Oftice.
E,. MATFRUkL CERTIFICATIONS
1. None,
V.hny A. Makar, P.E., M,S,
Product Control Section Supervisor
NOA No. 17-0821.18
Expiration Date: 09/11/2018
Approval Date: 09/28/2017
El - t
Cast -Crete USA, Inn.
NOTICE OF ACCEPTANCE: EVIDENCE SU`BMFrTED
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 9 12-0209.12
A. DRAWINGS
1, Drawing Alo—FD4612, titled "Precast and Prestressed Lintel Details", .sheet .1 of
1, prepared by Craig Parrino, RE, dated Harch 24_2003 and Drawing No.
L2'46.12, titled "O-ist-Crete 4 ", 6 " & 12 " Lintel Safe Load Tables ", sheets I
through 3 of 3, prepared by Craig.Parrino, P.E., dated Ma-rch 24, 2003, last
revision dated Harch 11, 2008, all signed and sealed by Craig Parrinw, RE, on
March 22, 20,12,
B. TESTS
1, None.
C. CALCULATIONS
1. vone.
D. QUALITY ASSURANCE
7, By Miami -Dade County Department of Permitting, Pnvirownent, and Regiflotory -4j airs,
E. MATERIAL C ERFIFICATIONS
1. Yone.
F. OTHER
1, Letter from Cast -Crete Corporation, dated .Februac y 03, 2012, signed and sealed
by Craig Parrino, RE, certifying compliance with the Florida Building Code, 2010
Edition,
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07
A. DRAWINGS
1, None,
B. TESTS
1. None.
Co- CALCULATIONS
L None.
D. QUALITY ASSURANCE
1. By kfiaini-Dade County Deparflnent of Regulatory and Economic Reso-twees (PER),
F". MATERIAL CERTIFICATIONS
1e None.
6 'elmy N. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 17-0821.18
Expiration Date.- 09/11/2018
Approval Date. 09/28/2017
E - 2
Cast-C'rete USA, lim
NOTICE OF ACCEP,rANCE: EVIDENCE SUBMITTED
5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 14-0903.03
A. DRAWINGS
T Drmiling No,,FD4612, titled "Precast and P restressed Lintel. Details sheet I of
1, dated 03124103 and Drawing No, -1.774612, titled "Cast Crete 4 ", 6 & 12 "
Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 061121,14, all
prepared, signed and sealed by Craig Parrino, P,.E,, on 08/19114,
B. TESTS
L None,
G CALCUL.ATJONS
1, Calculationsfir Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared
ley Craig Parrino, P,,&,,, signed and sealed by Craig Porrhlo, P.E. 1).
QUAJJTY ASSURANCE L
By Mialui-Dade County Department ofRegulatoiy and Economic Resources (R],"R). E.
MATERIAL CERTIFICATIONS L
Alone, F.
OTITER J.
Letter from Cast -Crete (JSA, Inc., (fated 0811-91-2014 signed and sealed by Craig Parrino—
P.E., certifying compliance with the Florida Building Code, 2014 Edition, 6.
NEW EVIDENCE SUBMITTED A.
DRAWINGS 1,
None, Be
IFESTS L
None. C,
CALCULATIONS 1,
None, 1).
QUALITY ASSIJRzVNCE L
By Miami -Dade County Department of Regulatory and Economic Resources (RAW). E.
TMATE RIAL C FRIJFICATI ONS 1.
None, F.
OTHER 1,
Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete
tISA, Inc,, dated 08108117, signed & sealed by Craig Parrino, P.E. 1.
1clmyA. Mahar, P.E., MS, Product Control
Section Supervisor NOA No,
17-0821.18 Expiration Date:
09/1 1/2018 Approval Date;
09/28/2017 E-3
Si RENGTN PR :CAST AP1D
PftESTRESSE CONCRETE LINTELS
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LOADS
FOR
4" SOLID LINTELS lo-- UPLIFT LATERAL
4S8 LENGTH -TYPE
S-B- (42
j PaECAST 6F737i 4' --0" ?RMAS'
i 597 320 4!--b' (541')
FRECA5T 529 2-58 10'(70") PRECAST
407 148 lW-V (781
PREC 366 118 90)) PRECh>T
280 87 V-4' (112')
PRECAST 87 515 FRECASf '52 12F12
12FI6 mmj
12F20 S
ST Te.
4- 6F20 OIV 7, "
w &
324 CR 5M R P"w, 410rL
Fr, LIG NO 44756 4", 6" & 112" UNTEL
SAFE LOAD TABLES JXwAiam— I—ic—xFoml
C-2 K" 911, AM6pzwgv: 90, U412 54c "w
SAFE GRA*vqTY LOADS FOR 6" PRECAST LJ-LINTELS
4C—T-4— SAFE LOAD - POUNDS PER LINEAR FOOT
LIENGTH i
4Z) MRECA54 7227 8297 3357
PRECAST
pl--- ---- _ -- 42') PRECAST 2332 675S-6 3592 0 .1413
4 -o' (45') PR' 2C2. 2313 3892 5050 1 7227 297, 9357
4'-8' (54) PRECAST 1654 1551 3633 5T,-C 61148 7227 8297 9351-1
5'-10'70") PIPECAST 1067 126C 2198 3557 5734 7227 8291 8225qt
6'-6' N) PRECAST, 949 1,078 1831 mD 4328 6737 8227 i 9357
PRECAST M 883 1459 2185 315 1 1:452:4 6554
19'-4' (112"1 PRECAST .534 6610 j1055 1523 2084 2795 3M 5917
PRECAST 510 556 895 1270 170S_ _2236 2893 3747
17'-4-(136-) PRECAST 457 113 805 1133 y 1507 1952 2492 3163
PRECAST 425 471 744 1 IM 1377 1769 2238 2808
PRECAST 373 417 645 1 895 Mg 1485 1b52 2285
14'-O'(153") PRECAST 351 392 6PZ 835 11087 1373 1711 7
17'-4'(208') PFECW, NjL 239 45511620 194 i 985 i 1198 1437
TiiE WiABERS N PARENTqEsib ME PIERCENT REDVCTi014S FOR
GRADE 40 HELD ALID5D RFRkR, SEE GETIERML NCTE 00. 4
SEE GENERAL NOTES - SHEFT I OF 3
YIF ER OF
SAFE LATERALLOADS
rGR 6' PRECAST U-UNTELS SAFE UPLIFT LOADS FOR 6P PRECAST U-LINTELS
SAFELOAD SAfflrPLF
POUNDS PER LINEAR FOOT 1 TYPE
I IRCMU TYPE LENGTH
LENGTH6U86F8V24-IT U28-11T 6,132-ITI S-
5" (W) PRECAST 587 1055 5,96 3'-6" (42" PRECAST 1412 2074 2715 IT4'638' :527:9 4'-
C (W) PRECAST 487 i 787 445 4'-0" (48) PRECAST 1225 1800 2357 1113 3170 1127 4583 4'-
6' 541 PRECAST (416 609 344 4' -6- (W) PRECAST T1003 692 7084 3552 4055 5'-
V(70-) PRECAST 300 350 1 198 PRFCAST' 831 1222 1500 1979 1 2357 2736 3114 W-
V (78-) PRECAST-------253'7406 157 6" 1 723 1097 1437 1777 2117 2, 2797 L
L ------ -- -- 7'-
6' (901 PRECAST 648 i 86, 1 2431 7'-6' ,qD" RECAST 1 22- 367 116 249 154-4 1 184) 1 21, 34, 9'-
4' (1121 PRECAST 173 3,52 74 112', PRMASi i575 571 WO 1252 11492 1732' 1972 10'-
6-(lV) NECAST 151 276 58 ORECAliT 514 462 787 1121 1333, 1551 1765 1
V-4" (1 36-) PRECAST 139 319 49 PRECAST 474 404t11 6a5 98! 1213 1442 1645, 1 ilf-
O'(14) PRECAST 131 277 44 12'-(" (144') PRLcAb-r 454 8 619 12T9t .1 1093. 1299. 1 13'-
4'(160') PRECAST 117 223 35 I3'-4%1W) PRECAST 402M 3487j 516 14 735 906 1076, 1247 14° -
G" (168.) PREW, T202 32 T,4'-C`(158n ?RECAST 363 M 4715 677 P32 fgB:Q l 145 1H11. 208-) PRESTRESSED N 4 -,'(203' 7 113 21 693 803 ( 17R _O 21 17' PRECAS Ball 475 1 SEE
CDERAi KTE )a TfiE SWEEPS LN PARENTHESIS kRE REF"Er, REEIR"C'MONSFOR GRADE
40 FIL) ADDED REMR, SEE GFNEPA, P41E NO, 4 E
N 44
F
CMGPAPRNl0
6324
CR 579 E£'
FFNER, FL U584 PL
P.EU,-,NQ,44Z BY
MAnitd3r„
Cody AcL _!
nCAST—CRETE 4 6" & 12" LINTE? SAFE LOAD TABLES FIE XAX,
3/24/
03 cNic.0 By, CAW FaMO, FZ - REC, V0, A47,% 4512 TREET 2 U 3
f- "
SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS
SAFE LOAD POUNDS PER LINEAR FOOT
LENGTH TYPE12JB
3' 6' (42'j PRECAST 1428 1 5000 1 5838 7610 j 9352 11,050 !,1112155 14438 i
4'-0' (48) PRECAST 2923 1 4232 5838 761E 9352 11060 ::12755 14Q8
4'-6' (54') PRECAS-1 2396 3464 5304 7619 9352 11 OL60 12755 14438
70' PREC ASTAST - 2320 322 i 5234 8487 11060 12755 1 4_,!L4
78-) PRECAST 1-9-86- 72171S t4196 6421 1,0032 12755 14438 11 - --- 1--o
7'-6- (90 FRECAST 11,33 1625 21,31, 3218 1 4676 MS 9753 13524
9'-4' (112) FRECAST 795 1216 1535 22M 3083 4167 5593 7552, rl
W-6'(126') PRECAST 6114IG43 1 1353 2515 3123 4334 0532
13'4'(136') PRECAST 518 i 945 1112 1643 2216 M3 3719 4746,04
12'--Tfl44j PKCAST 456 578 1073 1513 i 20213
2
2617 3333 42O3
1 PP 123 - 3 4, 1 E 92,6 17 4 1 1710S 21 TS 2743 3409
168") PRECAST 321 720,"! as" 1204 1584 11 20117 1 24-51 3106,
11'-4'(208') PRECAST Nk 451 631 881 1428,J 1750, 2102,
19'-r4'(232') PRECAST N,q. 343, 1 477 W) 152J
1) x wu 'N PmEww% m, ;Tpxpf Rxvuis FOR ut.NtvpL Nutt (1) Tn-,' Imam IN PAR MMZ An Rmw fwmm= mR
GWA 40 FEED AIDED RIM, SE: M4M 4ME % 4 URADE 49 FED Aan RESWL SEE WMAL ROTE Na 4 SAFE
LATERAL LOADS FOR SAFE
GRAVITY LOADS FOR 12" PRECAST W/ 2' RECESS DOOR U-LINTELS __ 12' PRECAST Vol 2' RECEaS DO UP U-LNTELS SAFE UPLIFT LOADS FOR 12" PRECAST w/ 21 RECESS _J')0 OR U-LINTELS SAFEL
AD CAx..44.W" SAFELOADPOUNDSPERLINEARFOOTPLFSAFE LOAD - POUNDS YL
PER
LINEAR FOOT TYPE
TypEill 2RUE 12 RCMU TYPE IWO
UW6_20 IM10-9 l2m_ 12RM-21=2- 6P5304E ! * - I
LENGTHMOMLENGTHRF6LENGTHIWS-26M!-2112RM- I -_ ____ __ - ------
5168
7584 1 -4 (52) PRECAST 2538 2942 j 9640 1 Mg 1YI79 11567S 4'-4' (52' PRECAST 1295 3592 12-58, 1626 126,35 1746 4805 5S67 4'-4' (52) PRECAST 6920 7989 4'-
6' (54 T3C79 F15'67S 11 4'-b', (54 PRECAST [CAST 1558 1 2532 3602 4623 ' 51543 6554 7684 PRECAST231927405z75849640 116K 1213 31M 2417 4-6' (5-, PR 7],;
21 C 2012 63959640111669136791567%, 5'-5- (68-) PRECAST 784 2236,165 5'-B' (68), PRECAST 1210 2042 2850 3658 4466 5273 6081 5'-T (W) PRECAST 1347 134 198
V -IT (70') PRECAST 1259 1758 3351 5954 9358 111669 13679 115674 PRECAST 747 212 cjl 5.5 2, , 5'--10'(701 PRECAST 1173 1984 2769 3553 4338 w 6'-
8- (80") PRECAST 924 1430 2633 4415 8834 10354, 1 zbq) 1480 6-8 1801 PRECA 602 1716 F 17 6'-8- (80 PRECAST 1020 1535,1 3K2 4489 5177 2631147'-
6' PPECAST 703 1203 2157 3494 15259 7922,1 9623, 1132 7 6 (90 PRECAST 104- 1438 9, 7 61, (9ci -._PRECAST 904 1 1226 2193 7176---l3iei, 17, 2157 _
120,3 44271, 5+17 6 oi- a 70.3 771 72 qI TPRFCAST T-8- (115-) PRECAST 389 W 1451 21-57 320,5 THE
MP.OEK IN PARDNEM ME FERMOT RL-WMASAIR OT I wam N 84MIKIZ ME PEWW, RE 3 FOR 40
FED AOIXO aW& SEE MNERk WE n 4 3*,
0
FIEW XXD OEM, SZE Oar.'X 8% 4 Rlwis
M, 447 krsWiuti1,,
uritix onto
E F ORNG
PARMo F al. W4CR579ICi ,E:
pi M.'a SI35m SEE GENERAL
NOTES - ON . FL REVISION OATE
uCAST--CK"
E 4 6 LOAD TABLES oa " & 12" LIN7EL SAFE 6 1
4 im Kl,:',
gum By; 4wm AAS*o SME: M5 E UW2
MET5 OF7 -MaKED 9T.' CUM PAMXD Pla glG. M. 4VSS, SAFE LATERAL
LOADS SAFE UPLIFT
LOADS FOR IZ'PRECAST U-1-INTELS
MIAW MIAMI-DADF COUNTY
M a PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOIJRCKS (RFR) It 805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
r(786)315-2590 1,(786)315-2599
NOTICE OF waY)vaniami d ad egovlee on a ray
Cast -Crete USA, Inc.
P.O. Box 24567
Tauapa,.Florida 33623
SCOPE.
This NO is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County PMR- Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authotity Having Jurisdiction
AIIJ),
This NOA shall not be valid after the expiration date stated below. The Miarni-Dade County Product Control
Section (In Miarni Dade County) and/or the AM (in areas other than Miarni Dade County) reserve the right to have
this product ormaterial tested for quality assurance purposes. If this product or material fails to perform in the
accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,
modify, or suspend the use of such product or material within -their jurisdiction, RER reserves the right to revoke
this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material
fails to meet the requirements of the, applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code,
DESCRIPTION. "Cast -Crete" 8 iiielt High Strengtb Precast and Pre -stressed Concrete Lintels
APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through
3 of 3, prepared by Craig Parrino, P.E,, dated June 7, 1996, last revision dated June.12, 2014, signed and scaled by
Craig Parrino, P.E,, on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the
Notice of Acceptance number and the expiration date by the Miami -bade County Product Control Section.
MISSILE IMPACT RATING. Large and Small Missile Impact Resistant
LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Mia-mi-Dade
County logo,
RENE, WAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur alter the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shalt autornatically terminate this NOA. Failure to comply with
any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature, If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official,
This NOA revises NOA # 17-0227,15 and consists of this page 1, evidence submitted pages E-1, R-2, 11,'-3, E-4,
E-5 & F-6 as well as approval document mentioned above.
The submitted documentation was reviewed by ITelmy A. Makar, P.E., MS.
p
M ICA H DR EW0U N =TY ICI_ /I // I NCIA
No. 17-0821.19 aff
C M. -/
I,— Expiration Date. 05/21/2022 Approval
Date: 09/28/2017 OCI512-- 17 Page 1
Cast-0jete USA, Inc.
NOTICE OF ACCEPTANCE, EVIDENCE SUBMITTED
1. UVID]KNCE SUMMITTE D -UNDER PW-',VJOtJS APPROVAL #96-0613.01
A. DRAWINGS
1. DrawingNo. F.D8, filled "(fast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino,
RK, dated 061071,96, revision 91 dated.11108196, sheet I of 1, and Drm t4ng No,
LT8, titled "Cast -Crete 8"LinrelSqfe Load Tables", prepared by Craig Parrino, RE,
dated 06107197, revision 44 dated 04128198, sheet I of 1, both drawings signed and sealed
by Craig Parrino, -P, K B.
TESTS 1.
Test report ran flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models,
total of'(36) concrete lintel specimens, per ASTME-529-94, prepared by Applied
Research Laboratories, Report No, 29702B, dated 07130197, signed and sealecl by
Christopher A. Manion, P.E. C.
CALCULATIONS 1,
Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349pages, prepared by Craig
Parrino, P. E) signed and sealed by Craig Parrino, P. E. 2. '
Calculationsfor Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared 4Y Craig Parrino, P.
E, signed and sealed by Craig Parrino, RE D. MATERIAL
CEKI'IFICATIONS 1. -Allill
Certified Inspection Report Silo 44 dated April 1996,for cement by Southdown Brooksville Cement
Laboratory, 2. -Will
Cerlified.Inspection Report 420-8275 dated 06120195 for pre -stressing strand by The Crispin
Company, 3. Mill (,
ci°tzfted.Inspection .Repoi-t 920-8345 dated 1111-3195for pre -stressing strand by he Crispin Company,
4. Mill Certified
Inspection Report 42111-078240 dated 04125196for 43 rebar by Ameristeel, 5. Mill
Certified
Inspection Report #84-MI.9614 dated 02129196,for 45 rebar by Birmingham Steel Corp,
6. Mill Certified
Inspection Report #58-A 66.332 dated 01128196for #4 rebar by Birmingham Steel Corp,
7. Mill Certiftedlpispection
Report #84-M20749 dated 04105196,for 45 rebar by Birmingham Steel Corp.
8. Mill Certified
Inspection Report 9-84-M19805 dated031061,96,for #4 rebar by Birmingham Steel Corp,
9. Mill Certified
Inspection Report #84-A421208 dated 04121196jor #4 rebar by Birmingham Steel Corp,
10. Alfill Certified
Inspection Report #84-M20652 dated 04103196for #5 rebar by Birmingham Steel Corp.
r. e my
A.
Makar, P E., I-YT.S. Product Coutrot Section
Supervisor NOA No. 17-
0821.19 Expiration Date: OSP21/
2022 Approval Date: 09/
28/2017
Cast -Crete USA Itm
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
11. 1fill CertifiedInspectionReport #84-M2,0749 dated 0,1105,196,for #5 rebar by Birmingham
Steel Corp, 12.
Quality Control 1tanualfir Cast -Crete Machine AllodePrecast Lintels dated 05114196, 13.
Quality Control i'vlanualfor Pre -stressed Products dated 03120195, 2. EVIDENCE
SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS
L None,
B. TESTS
1, None,
C' CALCULATIONS
1. None,
D. MATERIAL
CERTWICATIONS 1. None,
3. EVIDENCE
SUBMITTED ]UNDER PREVIOUS APPROVAL 9 03-0605.OS A. DRAWINGS.
T Drawing
No, FD8, titled "(,ast-Crete 8"Lintel Fabrication Details". sheet I of_l, prepared by
Craig Parrino, .P.E, dated June 7,1996, revision #2 dated January 28, 2003, and
Drawing AV LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets I & 2
of 2, prepared by Craig Parrino, P.1', dated dline 7, IRK revision 45 dated March 24,
2003, all drawings are signed and sealed by Craig Parrino, RE, B. TFSTS:
1. Test
report on flexural testing on Precast Concrete Lintels Filled Modehs, total of 12) concrete
lintel specimens, per ASIME-529-94, prepared by A plie I Research P tLaboratories, Report
No. 3 040-4B, dated 04123103, signed and sealed by Christopher A, Ifamon,
P.K C. CALCULATIONS;
1. Calculations
for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated .Allay
2.9, 2003, sheets 1.1 through 1.493 and 2.1 through 2,33 6, prepared by Craig Parrino,
P. E., signed and sealed by Craig Parrino, P. R D. MATERIAL
CERTIFICATION. 1. Qualit
yVstem Nfanual for Cast -Crete Machine Made Precast Lintels revised on May 01,
2002. 2, Cast -
Crete Quality System JVanualfi)r Pre -stressed Products dated 2002. c my
A. Makar,.P.E, M,S. Product Control
Section Supervisor NOA No.
17-0821,19 Expiration Date,
05[21/2022 Approval Date:
09128/2017 If,-2
Cast -Crete USA, lite.
NOTICE OF ACCEPTANCE: EVIDENCE SUBTNTITTED
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAI, 906-0222.01
A. DRAWINGS
L Drawing No. FD8, titled Yost-(.,rete 8" Lintel Fabrication Details`; sheets I through
3 cif 3, prepared by Craig Parrino, P,R, dated June 7, Lq96, last revision dated
14'ebruary 17, 2006, signed and sealed by Craig Parrino, P. E.
B. TESTS
1. Norze.
C. CAIICIJI,ATIONS
1, None.
D. QUALITY ASSIJRANCE
1, ByMami-Dade Building Code Compliance Offiee.
E. MXVERIAL CERTIFICATION
L None.
F. 011`11E R
1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino,11,E.
5, EVIDENCE SUBMITTED UNDER PRE VJOUS APPROVAL # 11-0121.04
A. DRAWINGS
L None.
B. TESTS
1, None,
C. CALCU.LXFIONS
1, None.
D. QUALITY ASSURANCE
1, ByPliaiiii-DadeBitilditi,,-and Neighborhood (,orril)liancel)epcv.ttnent(B CAF
Fl. MATERIAL CERTIFICATION
1, None,
F. OTHER
L Letter firom Cast -Crete Cor_porutlop; dated January, .18, 2011, signed by Craig Parrino,
Rfi, Certifying compliance with the Florida Building Code, 2007 Edition,
elmy A. Makar, PX, M.S
Product Coatrol Section Supervisor
NOA No. 17-0821 Jq
Expiration Date: 0-5/21/ZO22
Approval Date; 09/28/2017
E- 3
Cast -Crete USA, Inc
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
6. EVIDENC' SUBMITTED UNDER PRFMOUS APPROVAL #12-0209.13
A. DRAWINGS
1, Drciwing Mo, FDA', titled "Cast -Crete 8 "Lintel Fabrication Details Sheets I through
3 of 3, prepared by Craig ParrinoP-E., dated June 7,1996, last revision dated
February 17, 2006, signed and sealed by Craig Parrino, P,E, on,Morch 22, 2012.
B. TEsrs
1, None,
C. CALMLATIONS
1, None,
D. QUALITY ASSURANCE
1, By Miami -Dade County Department ofPermitting, Environment and Regwlatoty Af ,fairs, E.
MATERIAL CERTIFICATION 1.
Alone, F.
OTHER 1,
Letter from. Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino,
P. R , certifying copilpliance ivith the Florida Building , Code, 2010 Edition. 7.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A.
DRAWINGS L
Drawing No. F'1)8, titled "Cast -Crete 811 Lintel Fabrication ,Details ", sheets I through 3
of 3, prepared by Craig Parrino, P,,P,,, dated June 7, 1996, last revision dated June 12, 20,
14, signed and sealed by Craig Parrino, P. E., on August 19, 2014. B.
TESTS L
None, C.
CALCULATIONS 1.
Calculationsfir High Strength Precast and Pre -stressed 8-inch Lintels, dated August A
2014, sheets 14301 through 14.124, prepared, signed, sealed by Craig Parrino, P,E. D.
QUALITY ASSURANCE L
By1liami-E)ade County Department of Regulatory and Economic Resources (MR). E.
MATERIAL CERTIFICATION 1.
None, F
OTHER 1.
Letterfirom Cast -Crete USA, Inc., datedAugust 1.9, 2014, signed and seated by Craig Parrino, -P,
R, certifying compliance with the Florida Building Code, 2014 Edition. Lly 4
S Product Control
Section Supervisor NOA No,
17-0821.19 Expiration Date-,
05/21/2022 Approval Date:
09/28/2017 E-4
Cast -Crete USA, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 916-01,26,03
A. DRAWINGS
1, None,
B. TESTS
1, None,
C. CAECULATIONS
1, None.
D. QUALITY ASSURANCE
1, By Alliami-Dade County Department ofRegulatory andEconomic Resources (RE-R). E.
MATERIAL CERTIFICATION 1.
None. F.
OTHER 1.
Letter froth Cast -Crete USA, Inc,, dated,knuary 13, 2016, signed and sealed by Craig Parrinp,
P,K, certifying compliance with the Florida Building Code, 2014Edifion. 9.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A.
DRAWINGS J,
None, B.
TESTS 1,
Verificofion Test report on flexural testing on Precast Concrete Lintels Filled Models, total
of (8) concrete lintel specimens, per AS7'kfb--,'-529-94, prepared try .f,-['.[,, Report No, 16-
0425, 08, dated 0112,6117, signed and sealed by Idalmis Ortega, R K C.
CALCULATIONS 1,
None, J),
QUALITY ASSU I
RANCE
1.
By 111ami-Dade County Department of Rewilatory and EconomicReso-urces(RER), g E. MAJ'
ERIAL CERTIFICATION 1. None,
elmy A.
M aka r, P.E., M.8 PrOdUd 0)
11trOl SCCHOD SUperVi$Or NOA No,
17-0821,19 Expiration Date:
05/21/2022 Approval Date.
09/28/2017
Cast -Crete USAAjim
NOTICE OF ACCEPTANCE- EVIDENCE SUM/fITTED
10. NEW EVIDENCE SUBMITTED
N. DRAMINGS
1, None.
B, TESTS
L None.
C. CALCULATIONS
L None.
1). QUALITV ASSURANCE
1. By Miami -bade County Department of Regulatory and Econornic Resources (RER),
E. MATERIAL CERTIFICATION
1. None,
F. OTHER
L Lalterftom Cast -Crete Mel, Inc,, dated.4ugust 08, 2017, signed and sealed by Craig
Parrino, PS, certifying compliance with the Florida Building Code, 20-77 1,,dition.
Inny A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No..17-0821.19
Expiration Date: 05/21/2022
Approval Date: 09128/2017
E - 6
P;-N ' piJG"
S ED CON CRCEISE LAJi TELS
hccxza o' ion D=-
7, j57
ITS
u-
T,R"umpPS5-
utnas T
M' S 7/
2 1"BAR LT
51
L U?&-AM s1m.
c OF 4
14 V 7
d2 R 9 17- 1b 0 :V-S' 5 71
7 H7.R 19 --2 14 - --y - 7/
02 BAR 2 1 ' Y d Z'-,f 3/4' 10 zv-
vJ7/,U EAR ZV-10",5 0 3-10 "$IV' 0 us"
7/= 90 2.3 10-,lT 0 #-s vel To A
T X' 4-Z- —RECESS DOOR U-LIKEL--DA Y018P
yT 7
U W" U79
CF
M
77
Bf —
PRFCAs-1 —U-1-IN7E—L-DATIA LL WUT
Tm PWA )MUEN vWism Of EAST-CWTE UU, IM I.
REj,,REM u,. AarU AS4, #3, 1,4 6e MM ',W TOTAL va FER OF JP=U?OEA' OAAOZ .. AM Awh 7115 W Af=m m Z*UWIU SM0 cm,
4F TEE RZRWElt" ME; TOR CiAmiTA E."
D AST9 A141. m. or SIREWW
r. W-
wwoulwo
O t rl Tw4 2Amws 1 WOPtME9* " - -,- - UN
V. oAA Fry m L PMU
EACH r1m, uRnm . '
Evof"4?kffKw rom PEAI OF Eqm& 9AT K WD al utu wom "MRW
Yom - t,70 Of f"RMAUSio VIM" 9CANOWO CAREI 1 MMPRESTRWEib
10 aWST umm AHD K%X.N-. FGACES, VrAld* Cod
tc El:
0
6324 Ci3
679 FLRELIC-W-
44766 CAST-CRETE
8 LINTEL FA3RSCATION DlETAiLS m imO
SidLEx HOT fo =1 V. PE6
MET
SAFE LATERAL LOADS FOR
FRWAST & PRESTRESSED U-LATELS
SstFPEAD wpl:;
RC 8TLENG711
BUB T-
s" (42"' PRE -CAST 102,5 1024 4'-
0" (48') PRECAST 765 763 130S 4'-
S" (54-) PRECAST 592 591 1073 V-
4' (641 PRECAST 411 4., 8'-
10`(701 PRECAST 34D 339 1316 V-
e (78') PRECAST 507 721 190 7'-
S(-qO') PRECAST 424 534 M3 9'--
4- (1121 PRECA51 326 512 2130 1rf-
6CVV) PRECAST 284 401 1 aQ W4 (1,
3e, RcAS7 250 M 154 12'-0'(
14) PRECAST 244 402 137 1-4'
060}PRECAST 217 324 110 14'-," (I
fW) PREWST 205 f 293 14' 2S4
91 153-4'(
154') PRESTRESSED N IR, 250 7'- (20B-)
PRESTREM s N,R, 194 64 19'-4'(
237,') PRLSIMMO 52 N.R.
12,1 42 22'-0
254!) PRESTRESSED 40 24'--0- (
28T) PRESTRESSED R. 1 1 33 sAFE UPLIFf
LOADS FOR 8' MECAST& PRESTRE$SED U-LNTEL-S I SAFE
LOAD - POUNDS PER i.!lVFAR Foo-r LENGTH 114,
21-
PRECAST 48-) PRECA7
15',-4' (
64") PRECAST PRECAST 71-
6. (
W") PRECAST l?jRj
PRECAST rmw W-
01 (
1551) PRECAST 14'411176-)
PRESTRESSED PREIMSSED PRES,
I)
21'-4- {
256-j PRESTRESSED PRESTRESSED PRESTRESSED
T
TjjE
Nj9aFj2s iJj FX9ERTSEStS ARE PERCENT RU)IMPINS FOR GRADE 40 SEE GENERAL NOTE. NG 1B ON SHE 3 OF 3. TFA F1Flrj ADDED
REBAk SEE GENERAL N07 K 4 ON a+HTI 3 OF I E RoSEE)
D
ucr R_ az EW'di"
g a, --PlM rB.ilding C_
kcA v A,repk.cz
j ' No - p B-Z I 1,7 12 IESIS ARE
PERCENT
REDUCTIONS FOP GRADE 40 GaM OTEr NO,
4 ON SHEE`l 3 OF I LZ.Z z
y& E ,MAIG PA"O 7e$a ,7-
7 o
qg: 14 G 6324 ChWE
NFRAL NOTES SHEET
3 OF 3 k6 SEFFNER, FL &
W *514116 Z4V.,,vrl_ TE 8" LINTEL FABRICAXON
DE -TAUS
SAFE GRAViTY LOADS FOR 8" ?R-ECAST'wf 2" RECESS ODOR U-LINTELs J)
THE NUME-ERS N PAROMAMS ARE PERCEM MCrOS FOR GRADE 40 HED
ADDED REMR, SEE GENERAL WE W, 4 k
SEE 0004 NOTE 115 f
isptwrsmdt-,W v"
l - = 0 A, oar) M "'S f—
1' fmaw i k4w g== am W" un
A— Splo4 . -w"n llg AsTji C- V, ow" 1-r4 sec,
I-
13W
0 IA) U'A'u ;.dtdssans3loxccav% s'
m - 2y
A-, 34 kO, W- 1-4 D*i=- 4 h—
bs sak mdo fx 'M av F.I Lnw 'ht. t .1—, a ' ).-A -d kw g b'
v f'mft
fW SIm im .{. Wd ;.n =1 1-* 3) pfande
w aerial bag ezd 17) S.% id. - bads, 47) -it,
ru.ni,s 1, 111I'll,dv kA 0 =111 wia
ce p,W3rAAt;c L'gm vY
r 1!e a32-11W. 'It i-d Wl W 7 5rdqm" NY2 p. g) A4—' kl,—i .$ w,
gj t, 4Pd bISO 4,4— -F..65 .469-d se A M-0 wywol w1w) -
ftAKii."'b Wr 5) M 9W.mot w^ -6 1461
dfk,aj, pp -el— W r M 17 -1'
aad C.60 S.', Aw 5) S'wl
r C' U"Wm
WOW. A=fip W. S) MOP va Im stX-Jard da 9) »
a6f'vw may eW.l' 1/
2"
Ca Ty - F -- SEE WE WEVAL
10,40 TAEM FQR
IW
MIM FOR rNli " RwaRoEu aNTRow))
FULL cmRSE Fam or
opso SAFr-
UPLIFT LOADS
FOR S'
PRECA.-
57wl 2"
RECESS DOOR U-LINTELS r ,J) THE NAIDERS IN PffieMESIS AREE PERCENT
RMUMIFFIR WA! 4D FfFL!) ADDED RELY, SEE GEPLEK NOTE M 4
J'9 Sm ff-12 aEa REW A7
LT Fll 6 HEM, K Ila? 15 "w'
w 'v lup
PRODUCT 0 FTzw'
q w wVA W' WIM)
E RENEwsp pR=jcTRzvino 4 A"
qf..- N
1,
4 17, 6324
ca
6n Jum M' CAST—CRETE
8"
LINIEK FAQRICATJON DETAIS
mj
T va M Lau owo V. M
SMI FWJ
ENV1R NMFvNT5 FOR
SITE ID: 393052 LOT: 53 BLOCK: HOUSE: 2322 STREET: SLUE GROUSE LN CITY: SANFORD STATE: FL ZIP: 32771 COUNTY:
ACCOUNT'9: 909STAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NDP 10/18/2017 PROGRAM: HERSI900% TESTER: EFL IECC:
2009 CLIMATE ZONE: PROPERTY OWNER: PROPERTY ADDRESS: 2322 BLUE GROUSE LN, SANFORD, FL 32771
TEST: SLOWERDOOR RESULT: PASS TESTER: Dena Ravelia DATE: OW27f2019 0812712018
IResult I PASS t \ ti 1iTN4t SAT, flip..
R11 1 Attic Ac:
cass Panat
ful aakatad and insulated} X 5.2 At4ic drop-dowm
StairSfuity gash®taci antl insulated} X 5,4 Recaenad Li htin
Fixtuees (6CAT fabalad and sealed 4c d alI} X 5.5 Whale -hose Fan (
insulated askatad to the o aping X 7.3 Fresh air vantila4ion
ina4aEtad ar ra ram space X Corlifted Green Pmgmm Level Requhes
Visual Inspection t.a.ut SYSTEM 1
SYSTEM2 SYSTEM 3
SYSTEM 4
SYSTEMS
l""") L,.
A i
WATER
HEATER WATER HEATER WATER
HEATER WATER
HEATER FURNACE
r>-, h ,....:
i" GARAGE
UtAGh=.
111 AO SMITH
t;,
ENT 50
110 C1 ,,..:. .
iR4..
SYSTEM 1 HVAC
OUTDOOR OUTSIDE
CARRIER CH14NB030
UNIT SYSTEM
1 HVAC INDOOR
COIL
SYSTEM 1 HVACAHU (HEAT INTERIOR
CARRIER F54CNP030
PUMP SYSTEM
2 FURNACE SYSTEM
2
HVAC OUTDOOR UNIT
SYSTEM 2 HVAC INDOOR
COIL
SYSTEM 2 HVAC AHU (HEAT
PUMP} SYSTEM 3 FURNACE SYSTEM
3
HVAC OUTDOOR UNIT
SYSTEM 3 HVAC INDOOR
COIL
SYSTEM 3 HVAC AHU (HEAT
PUMP SYSTEM 4 FURNACE SYSTEM
4
HVAC OUTDOOR UNIT
SYSTEM 4 HVAC INDOOR
COIL
SYSTEM 4 HVAC AHU HEAT
PASS TESTER; R.-O. DATE: R REGULP
cel
OWER Do 0
I FCS"rl.'z'lAT'O.S
Ai 00$16.::.:: BUILT,
PROGRAMMABLE THERMOSTATS (PRfl AYES, ,
WATER HEATER TYPE CONVENTIONAL
W ATERHEATERHEATER TYPE JPTD_— ELECTRIC
WATER HEATER SIZE, EFFICIENCY & LOCATION
INFILTRATION (HOUSE LKG ACH (REM NA 5 21 Cl , 1.21 ACH 60 Pwal$
FRESH AIR VENTILATION TYPE PRIF) AIR CYCLER
VENTILATION FAN MANUFACTURER 62EM} NA NA
V ENTIILATIC N FAN MODEL, ±JREM _ NA NA VENTILATION
FLOW REQUIRED (REM} NA NA YENTILATION
EQUIP RATED CFM (REMj_ NA NA VENTILATION
a OF FANS (REM NA NA VENTILATION
TIMER SETTING EACH FAN REM NA NA VENTILATION
TIME- FIRSIDAY SPECIFIED (REM) NA NA VENTILATION
TIME SET BY HVAC CONTRACTOR MINUTES
PER HOUR LP_RLF) FRESH
AIR VENTILATION FAN WATTS SREM} . NA NA MEASURED
FAN WATTS OR PER MANUFACTURER'S INTERIOR
DISHWASHER
PRIF REFRIGERATOR
PRIF) FOUNDATION
TYPE PRIF) SLAB
TYPE (PRIF SILAB
AREA ffTD SLAB
DEPTH (PRIFSLAB FULLPERIMETERPRIF} SLAB
GRADE (PRi FLOW
RING (PRIF) I
EATING (REM). NA NA COOLING
REM NA AIRSOURCE
HP REM NA NA
NA
WATER
HEATING REM NA NA TOTAL
CONDITIONED FLOOR AREA CFA
SO FT) DUCT
LEAKAGE TO OUTSIDE % TARGET TOTAL
DUCT LEAKAGE % TARGET SYSTEM
I SO FT, SERVED (CFA) SYSTEM
I DUCT LEAKAGE TO OUTSIDE CFM25)
TARGET SYSTEM
1 TOTAL DUCT LEAKAGE CFM25)
TARGET SYSTEM
2 SO FT. SERVED (CFA) SYSTEM
2 DUCT LEAKAGE TO OUTSIDE CFM25)
TARGET SYSTEM
2 TOTAL DUCT LEAKAGE CFM25)
TARGET SYSTEM
3 SO FT, SERVED (CFA) SYSTEM
3 DUCT LEAKAGE TO OUTSIDE CFM25)
TARGET SYSTEM
3 TOTAL DUCT LEAKAGE CFM25)
TARGET n,
DWT BLASTER RESULT: PASS TESTER;D.- R.— DATE, 01-2712018 POST
CONSTRUCTION SYSTEM
I DUCT LEAKAGE TO OUTSIDE SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CFM25)
ACTUAL bQ
I% OF CFA) ACTUAL SYSTEM
I TOTAL DUCT LEAKAGE SYSTEM I TOTAL DUCT LEAKAGE I% OF CFM25)
ACTUAL CFA)ACTUAL SYSTEM
2 DUCT LEAKAGE TO OUTSIDE H
SYSTEM
2 DUCT LEAKAGE TO OUTSIDE CFM25)
ACTUAL I% OF CFA) ACTUAL SYSTEM
2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE I% OF CFM25)
ACTUAL CFA,) ACTUAL SYSTEM
3 DUCT LEAKAGE To OUTSIDE M SIDSYSTEM3 DUCT LEAKAGE TO OUTSIDE CFM25)
ACTUAL I% OF CFA) ACTUAL SYSTEM
3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE OF CFA)
ACTUAL CFM25) ACTUAL
TEST: DUCT BLASTER RESULT PASS TESTER Ds-R.-P. DATE, 08!T,201.
SYSTEM 4 SO FT. SERVED (CFA)
SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE
CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL
SYSTEM 4 (
CFM25) TARGET tl (CFM25) ACTUATOCFA)
ACTUAL
TAL DUCT
LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE (% OF L I
FLORIDA ENERGY EFFICIENCY CO
BUILDINGFORi
Envelope
Prescriptive
Project Name WYNDHAM PRESERVE,_.. _ Builder Name: STARLIGHT HOMES
Street: 2322 Blue Grouse Ln
I
Permit Office:
City, State, Zip: Sanford, FL 32771 Permit Number:
Design Location: 2322 Blue Grouse Ln (Lot 53) Jurisdiction:
Cond Floor Area 1909 Could Volume 17753
Envelope Leakage 'Test Results
Regression Data:
C: n
Sin to or Multi Point Test Data
HOUSE PRESSURE FLOW:
1 50 Pa 1559 cfm
2 0 Pa 0 cfm
3 0 Pa 0 cfm
4 0 Pa 0 cfm
5 0 Pa 0 cfm
6 Pa cfm
Leakage Characteristics
CFM(50): 1559
ELA: 86
EgLA203 AC
H: 5,27 SLA
a4 ACH(
50) " 5.27 For
prescriptive projects, tested leakage must be —7 ACH(
50) For performance projects, tested leakage must
be <- the ACH(50) shown on Form R405-2014 for
this project_ R402.
4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and
2. Testing shall be conducted with a blower door at a pressure of 0.2 inches 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), (g), or (i) 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. During
testing: 1 _
Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2.
Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 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, and 6-
Supply and return registers, if installed at the time of the test, shall be fully open_ I
hereby certify that the above envelope leakage performance results demonstrate
compliance with Florida Energy Code requirements in accordance
with Section R402.4.1.2, Signature:
Printed
Name: Dave
Revelle Date:
08/27/2018 Digitally
signed by Dave Revelle Date:
2018,08.27 09:21:05 EDT CN-
Dave Revelle, O=TopBuild Home
Services, OU, EMAILADDRESS=
dave.revelle @topbuild
cam, C=US 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), (g), or (i) or an approved third party- A written
report of the results of the test shall be signed by
the third party conducting the test and provided to the
code official_ BUILDING
OFFICIAL.: Thank
you for ailowing TopSckt the opportunity to provide the above services for you. Please feel free to contact me with any questions. 10/
25t201T 393052EFL
MEMMKIM
for having successfully completed all requirements established by the
Residential Energy Services Network (RESNET) and as a
RTIN # 4311088
Stephen P. Carr,
Registration # CAA Designee
Ims form was generated ftcrr, EFL Project Manager, property of TopBuOd He Services M
Certification
Expires
evision 0 City of Sanford
Response to Comment Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit 4Pern Submittal Datel
Project Address:
Contact: Sarah Woolwine
Ph: 407-730-1311
Email: -sarahwoolwine@starri_qhthomes.com
Trades encompassed in revision:
BLJilding
Plumbing
El Mechanical
El Life Safety
El Waste Water
Fax:
General description of revision:
ROUTING INFORMATION
Department Approvals
El Utilities
E3 Waste Water
El Planning
0 Engineering
El Fire Prevention
Cl Building
13
mSouth Maple umms*m1w'm*uom1mmz June
Z9.2O18 SarahWonlwino
STARLIGHT
HOMES -OA[ANDO 1OG4Greenwood
B|vd,Suite 124 Lake Mary,
FL32746 Subect Wyndham
East Community 6qmol7se to
fdiled IlWel hhas been
brought to out, attention that multiple lots have failed lintel inspections due to deviations front the structural drawings concerning continuous
masonry lintels over adjacent windows with ({) 8" reinforced masonry od| babwcrn It is our understanding that in |
ieu nfcontinuous lintels, single span lintels have been installed over each window. Pursuantioyour roqumst we offer the following. It
is an acceptable alternative
W install individual masonry lintels in p|mn Of continuous ||WWa as Specified no the shuckraduwnQspmvNedead|inte|hasom|nimumbmaringo[4inchcsAomnina|\
doochmnd.This isacceptable for all lots in the Wyndham Preserve/Brisson Fast Community,
Uyou have any questions o/would
like any further clarification, please feel free Cucontact Our' oM e Respectfully, ustin T. Smith, PE IF — Staff Engineer
10
me/mp"uon Issue. doo
0
CITY Of
Building & Fire Prevention Divivion
PIXMITAPPLICATIONSANFORD
Application No:
Documented Construction Value: $
51,000
Job Address: 2322 Blue Grouse Lane Historic District: YCSLJNoZ
Parcel ID: 17-20-31-502-0000-0530 Residentialz Commercialo
Alteration DC11101:1 Change of Use[] MoveDTypeofWork: NewLVj AdAlterationDescription of
Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review
contact Person: Brandon Gibbs Director Phone: 407-
630-0119 Fax: Email: brandon,gibbs@reedcm.com Property Owner
Information 7080163 Name
Starlight
Homes FL LLC. Phone: 407--No Street:
1064
Greenwood Blvd., Ste 124 Resident of property? : __ City, State
Zip: Lake Mary, FL 32746 N.M.
Brandon Gibbs Phone: 407-630-0111 Street: 146
West Plant Street, Ste. 240 Fax: EC13008106 City,
State
Zip. Winter Garden, FL 34787 State License No.: Arch itect/
E n gi Deer Information IR Street:
City,
St,
Zip: Bonding Company:
n/a
Address: Phone:
Fax: __
E-
mail;
Mortgage Lender:
n/a Address: WARNING
TO
OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMEN'r MAY RESUI,,r IN YOUR PAYING 'TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITHYOURLENDERORANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMEXEApplicationis
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 standard-, of all laws regulating construction in this jurisdiction.
I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, POOIS, furnaces, boilers, beaters,
tanks, and air conditioners, etc. FBC 1053 Shall
be inscribed with the date of application and the code in effect as Of that date: 6"' Edition (2017) Florida Building Code Revised: January 1,
2018 Permi[ Applicatim,
0
trictioDs applicable to t1-us property that may be
requirements of this peNOTtCF-: In addition to the require
rruit, there may be additional Yes ernmontal entities such as wateruaybeadditionalpermitsrequiredfromother90vfoundinthepublicrecordsofthiscounty, and there i
management districts, state agencies, or federal agencies.
Florida Lien Law, FS 713,
Acceptance of permit is verification that I will notify file Owner of the property of the requirements of
the executed contract is required
The City of Sanford requires payment of a plan review fee at the time of permit sublitittal, A copy of
f tire job at the tillic of submittal, xated construction value o
in order to calculate a plan review charge and will be considered the estin the time the Permit is issued, in
construction value will be figured based oil tile currerit ICC Valuation Table in effect atTheactualconsti-ti . Should calculated charges figured off the executed contract exceed the actual construction value, accordance with local ordinance it fees when the perrRit is issued. credit will be applied to your permit
ation is accurateoniand
that all work will QWNE
R'S AFFIDAVIT: I certify that all of tile foregoing illfor"' tingconstructi()n and zng- bedoneincompliancewideallapplicablelawsregulabate
signature
of owner/Agent i;,
i.t owned kg.,,V S Name signature
lfi40',' -state"'t'"Orida aOwner/
Agent is ---- Personally Kuown to Me or Produced
ID --- Type of ID ---- V
ate
signature
0 contractodzut Print Contractor/
Agent's Name SL signature
raaixe
ofNot y. S offlorida ate f)
V/
Contractor/Agent
is Personally Known to Me Or A - ProducedID
Type of IT) IS FOR
OFFICE USE ONLY PerinitsRequired: Building[]
Electrical[] Mechanical[] I'lu-1111bing] Construction Type:— —
Occupancy use:
Total Sq
Ft of Bldg: mill. Occupancy
Load: New Construction,.
Electric - # of Amps Fire Sprinkler
1erl"it: YeSEJ No [I APPROVALS: ZONING:
ENGlNEV-,RJNG:
mzff Gas[
RoofEl
Flood Zone' ---- of
stories:_. plumbing - #
Of Fi-
xtures H of Heads
Fire Alarm Permit: YesE] No El UTELTTILS: WASTE WATE
R: FIRE: Rcvrsed: January
1,
2019
CITY OF
SkNFORD,
HRE, OPAVI`41,NT'
Application No:
Documented Construction Value: S 4462.00
Job Address: 2322 Blue Grouse Ln Historic District: YesE]No Yj
Parcel ID: 17-20-31-502-0000-0530 Residential[I(J CommercialD
Type of Work: Newz Addition El AlterationEIRepaii-El DemoE] Change of Use[] Move
Description of Work: HVAC New construction equipment with duct work.
Plan Review Contact Person: Connie Kulp
Phone: 407-886-3729 Fax: 407-781-1654
Title: Exec Admin
Email: connie@energyair.com
Property Owner Information
Name Starlight Homes/ AWH Phone:
Street: 1064 Greenwood Blvd Ste 124 Resident of property? : NO
City, State Zip: Lake Mary, FL 32746
Contractor Information
Name Energy Air, Inc / Robert C. Kulp Phone: 407-886-3729
Street: 5401 Energy Air Court
City, State Zip: Orlando, FL 32810 State License No.: CAC1816317
Architect/Engineer 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 electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 10-5.3 Shall be inscribed with the date ot'application and the code in effect as of that date: 6"' Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application
6-0
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.
Signature of0wrier/Agent Date
Print Owner/Agent's
Signature of'Notary-State of Florida Date
Owner/Agent is - Personally Known to Me or
Produced ID Type of ID
Sig"
I
lure ofContractor/Agent Date
Prnn Contractor/Agent's Name
i
NIUAL
Signature of Notary-Statc of Flo ida Date
Notary Public State of Florida
Connie Lee Kulp
My Commission GO 145696
Expires 10/20/2021 -
Contractor Agent is
State
yy nown to Me or
Produced ID _ Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ElectricaIE] MechanicalF] PlurnbingE] Gaso Roof []
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: Yes[] No
APPROVALS: ZONING:
ENGINEERING,
RU01313iffigm
4 of Heads
UTILITIES:
FIRE:
4 of Stories:
Plumbing - ft of Fixtures
Fire Alarin Permit: Yes [I NoE]
WASTE WATER:
Revised: January 1, 2018 Permit Application
Job#: 34650 WORK ORDER
145944 Date: 1/25/2018
4 Greenwood Blvd Ste 124LADDRESS: CITY/STCITY/STATE/ZIP: Lake Mar FL 32746
Job Address:
City / State / Zip
23 2 Blue Grouse LN
San
Order Taken By:
ord FL 32773
Job Contact:
Equipm ent-B rand: Carrier 14 Seer Heat Pump R-41
Job Phone:
A/H-1 of- Furnace FB4CNP03OLOO A/H-2 of- Furnace
Date Requested:
Heater or Coil CE2401COS Heater or Coil
Date Required: T'Stat-
Permit Information-
Filter Base
AHU Location
N/A
Tst -FlInt
Filter Base
Cl et AHU Location
MUST BE ACCURATE AND COMPLETE: A/H-3 or Furnace
Heater or Coil A/H-4 or Furnac.e
Bldg. Permit# CU-3 Heater or Coil
Township: TIC
CU-4
Filter Base
AHU Location
Filter Base
Incl. on Builders Permit Efficienc AHIJ Location
EAI Polls Permit:
Builder calls inspection: Zoning Brand: Hone well/Johnstone
Efficiency
Vent. Damper Y'8150AI017
EAl calls inspection:
Zone Kit #1
ZDI
Qty
Zone Kit #2 ZD2
Ventilation Cost: 319-01
Thermostats
Transformer
ZD3
Surge Protector
ZD4
Bypass Damper #1 ZD6
PO Numbers
B Pass Damper #2 ZD7
Grs. R/A White Alum x Elect. Air Cl,
Kit. Hood Duct: Cone. Slab:
x
Kit, Down Draft Duct: Heat Recovery-
x
Bath Exh. Duct:
Dryer Vent: x
Task - Description
Estimated
Hours
Estimated Invoice Due Date:
Cost
80.00
I I -Delivery Labor
C " y
Building & Fire Prevention Division
ITAPPIRME ICA TIONSANFORDP
Application No:
Documented Construction Value. $
51,000
Job Address: 2322 Blue Grouse Lane Historic District: Ycs[]Noz
Pat -eel ID: 17-20-31-502-0000-0530 Residentialz Commercial[]
Type of Work: NcwAdditionEl Alterationo RepaiRepairDemo 0 Change of Use[] Move Description
of Work: Electrical wiring, 150 amps, underground slab, rough and trim plan
Review contact Person: Brandon- Gibbs Titl,:Director Phone:
407-630-0119 Fax: Email: brandon.gibbs@reedcm=m Property
owner Information Name
Starlight Ho407-708-0163mes FL LLC. — Phone: — No Street:
1064
Greenwood Blvd., Ste 124 Resident of property? : City, State
Zip: Lake Mary, FL 32746 Name Brandon
Gibbs Street: 146
West Plant -Street, Ste. 240 Phone: 407-
630-011 IM City,
State
Zip: Winter Garden, FL 34787 State License No.: Arch itect/
En gi neer Information Street: City,
St,
Zip: Bonding Company:
n/a
Address: Phone:
Fax: ____
E-
mail: __________ _
Mortgage Lender:
n/a Address: EC
13008106
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, CONSULTWITHYOURLENDERORANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. 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 ranst be secured for electrical work, plumbing, signs, wells, Pools, furnaces, boilers,
heaters, tanks, and air conditioners, etc. FBC 1053
Shall be inscribed with the (late of application and tire code in effect as of that date: 6"' Edition (2017) Florida Building Code Permit Application
Revised: January
1, 2018
cuts of this permit, there may be, additional restrictions applicable to this property that may benealt' rich is water
N DICE: W addition to the requirern -e may be additional permits required from other goverm al entities s
NQ1— -- found in the public records of this . county, and thei
management districts, state agencies, or federal agencies. -
w-ner of the property of the requirements of Florida Lien Law, FS 713,
it is velifAcceptanceofperm cation that I will notify the o
submittal. A copy 0 f the executed contract is requiredfeeatthetimeofper - U
The City of Sanford requires payment of a plan review,tilxated construction value of tire job at the time of s bmittal. review charge and will be considered the Table in effect at the time the pernut is issued, ininordertocalculateaplanibefiguredbasedontilecurrentJCCValuationTheactualconstructionvaluewillShouldcalculatedchargesfiguredofftheexecutedcontractexceedtheactualconstructionValue, accordance with local ordinance.
credit will be applied to your pernit fee, g when the permit is issued,
going information is accurate and that all work willVIT: I Certify that all of tile fOreoNEi1; u(I ,SAF, Fu 1H )-PAA v - —, and zOnJB9- Y th all applicable laws regulating constructionbedoneincomplianceWi
mm
F,C,Co—woer—JAgenfs Name
Jaielntanfj4 tyStatc offlo,dla
owner/Agent is —,-- Personally Known to Me or
Produced ID — Type of ID
ate
Signature Of Contractor/Agent
print Narnc
Signaturen'
6—.
fN.t
pn- contractor/Agent is erso ally Known to Me or
Produced ID --,— TYPC Of 'D ---
BELOW IS FOR OFFICE USE ON . V
permits Required: Building 11
Construction Type:
Total Sq Ft of Bldg:
Electrical[] mechanical[] P turabIngEl
occupancy Use:
Min. occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit' YesE] No [I
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Gas] Roof El
Flood Zone: --
Of Stories:_
plumbing - #Of
of I -leads Fire Alarm permit: YesE] NoEl
UTrLITLES : -,-- WASTE, WATER:
FIRE,:
BUILDING:— _____ —
Itevised: January 1, 2018
perrunt Application
n
Q
CITY OF SANF
BUILDING & FIRE PREVEN'
PERMIT APPLICA'
Application No'.
Documented Construction Value: $
Job Address: Historic District: Yes [I No22
Parcel ID: Residential D- Commercial
Type, of Work: New Addition El Alteration 0 Rep ah-E] DemoEl Change of Use Move Description
of Work: Plan
Review Contact Pel's()n: Phone:
as
Sty
Street: City,
State Zip: Fax:
Email: Property
Owner Information Phone:
Resident
of property? : Contractor
Information s.
Phone: Namei -o- Fax:
Street: 2
4 C; - '^/ ( city,
State Zip, L State License No.: 2 Architect/
Engineer Information Name:
Street:
city,
st, Zip: Bonding
Company, Address: .-
Phone:
Fax: -
E-
mail: Mortgage
Lender Address:
WARNING
TO OWNER: VOUR FAILURETO REC01tD A NOTICE OF COMMENCEMENT MAV RESULT IN YOUR PAVING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MuST1 BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTA'11NFINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORN EY BEFORE RECORDING YOUR NOTICE I OF COMMENCEMENT
Application
is hereby made to obtain a pennit to do the work and installations as indicated. I certify that no work or installatiol, NIS commenced
prior to the issuance of a permit and that all work will be performed to inert standards of all laws regulating constru tion in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, p ols, furnpees,
boilers, heaters, tanks, and air conditioners, etc. FRC
105.3 Shall be hiscribcd Nvith the date of application and the code in effect as of that dates 511 Edition (2014) Florida Building Code Revised:
June 30, 2015
NO ICE: In addition to the reqUit-ements. of this permit, there may be. additional restrictions applicable to this property that may !be
found in the public records ofthis county, and there may be additional permits required from other governmental entities such as wa ler
management districts, state agencies, or federal ageocics.
Acceptance ofpermit is verification that I wi I I notify the owner of the property of the requ ire ments of Florida Lien Law, FS 7 13,
The City of Sanford requires payment of plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan revic,,v charge and be considered the estimated construction value of the 'job at the time ot'submittal.
The actual construction Value mll be figured based on the current ICC Valuation Fable in effect at the time the permit is issued in
accordance with local ordinance. Should calculated charges figurcd off the executed contract exceed the actual construction val[,fe,
credit Nvill be applied to your permit fees Nviien the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all xvorkxN
I)c done hi complimice with all applicalfle laws regulating construction and zonitig.
Stgnaturc ofowier!A, 'Cnt Date
Print Owncr/Agem's Name
Signature ofNotm-Y-Statc offlonda Date
Ownerl/Agent is Personally Known to Me or
Produced ID Type of 16
Signature ol'Connactor/Apent Date
A
I IPrintContmQtor/Azem's N-me
C4 -2-kA
Signature of Notarv-State of loricLl Date
POY
Contractor/Agent is
Produced ID -- Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building[] Electrical [] N-lechanical Plumbing[] GasE] Proof
Collstructi0ii Occupaocy Use: Flood Zotic:
Total S(l Ft of Bldg: Mio. Occopancy Load:
New Construction: Electric - 4 of Amps
II 'I7ireSprinklerPermit: Yes No , of [leads
APPROVALS: ZONING:
ENGINEERING:
mnfl
Plumbing - ft of Fixtures
Fire Alarm Permit: Yes [] No
W A STI ` W AT F R:
Keti,Iscd Junc 30, 20 15 Permit Application
F i2ao,
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SURVEY NOTE:
NiO SOD AT TIME OF SURVEY
Building Setbacks
Setbacks: Per construction plans for
WYNDHAM PRESERVE", City of Sanford,
Seminole County, Florida.
M
LOT 54
CENTER
LINE
PCP
Lb -Licensed II-EGEND:ADUSSD-Access/Drainage/Utilities/Sidewalk
BFP ockfiow Preventer Sight Distance Easement
S -Survey PRM -Permanent Ref. Monument
RRI -Reported PCP -Permanent Control Point
0 - Description FP&L -Florida Florida Power & Light
P -Plot FFE -Finish Floor Elevation
D.B. -Deed Book 00 _Water Meter
a0. R, - Offici I Records Book N -Water Valve
P.B, - Plot Book Cf-Fire Hydrant
pg, -Page RCM -Reclaimed Water Meter
Elev. -Elevation RCP® -Reclaimed Water Valve
Conc. -Concrete U -Cable Box
BP -Brick Paver Co -Telephone Box
SW -Sidewalk EI-Electric Box
FFE -Finished Floor Elevation O-Utility Pole
C: -Curb Inlet O-Guy Pole
GT -Grate Top Inlet O-Light Pole
P.U.E.-Public Utility Easement Guy Anchor
RCP -Reinforced Conc. Pipe GU--Overhead Utilities
PVC -Polyvinyl Chloride D-Storm Sewer Manhole
NCS -No Corner Set (Falls in Water) G)-Sanitary Sewer Manhole
SF -Square Feet EHHo -Electric Handhole
D.U.E. -Drainage/Utility Easement COO -Clean Out
FMGD -MAC NAIL & DISK ICV><- Irrigation Control Valve
P.K, -Parker Kolon Nail Sign
SIR -Set 1/2" Iron Rod L87768 ifP<-Gate Water Valve
SPKD-Set P.K. & Disk LB7768 Gas Meter
1xistingFIR -Found 1/2" Iron Rod LB7768 1 '.91 Grade
FIP -Found 1/2" Iron Pipe LB7768 a -Blow-off Valve
FPKD-Found P.K. Nail & is k LB7768 -ft-Drainage Flow Direction
FCM -Found 4"x4" Concrete 10.0-Proposed Design Grade
Monumentonment FIRM L67778 10. -As.-Built/Existing Grad
Some items in above le2Wenm2Z not La o liccible
REVTSIONS
Description Date Dwn.lCkd I P.C.TOrder No,
I
E..
LOT 53
PB 81, PG 93)
LOT 29
01 I -or
LOT 53 FIR
AREA= 6,812 S.F.
9.9
A/C PAD
oa PATIO
T— 39.0
I STORY
RESIDENCE
2322 BLUE GROUSE
LANE
00
FEE= 29.81
0
co
5,7
0
13-3 1
20.0
CONC,,A-
WALK
CV
ca
CV Ify 1,71LIT-Y
ENT
CONC SIDEWALK
CONC CURe
40
LOT 30
N89*40'51
16.89'
M
I
I io
CONCRETE
N
DRIVEWAY cN11i BLUE
GROUSE LANE PRIVATE
ROAD) N.-
T. Is" SURVEYOR'
S NOTES: 1.
Current title information on the subject property had not
been furnished to GeoPoint Surveying, Inc. at the time of
this survey, and is subject to title review and/or abstract.
GeoPoint Surveying, Inc. makes no representations
or guarantees pertaining to easements, rights —
of —way, set back lines, reservations, agreements, and
other similar matters. 2.
This survey is limited to above ground visible improvements,
and that nothing below the ground was located
including, but not limited to foundations (footings), utilities,
etc. 3.
Elevations shown hereon are in feet and ore referenced to the
NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29), 4.
This Survey is subject to matters shown on the plot of WYNDHAM
PRESERVE', City of Sanford Seminole County, Florida.
5.
Additions or Deletions to survey maps or reports by other
than the signing party or parties is prohibited without
the written consent of the signing party or parties.
6.
This survey is intended to be displayed at 1 20'. 7.
All boundary line dimensions are field measured unless
otherwise noted. 0
UJ
P
b
0
Q)
PCP
302.
9 PREPARED
FOR FLOOD
ZONE: The
property shown hereon is on the Federal Emergency
Management Agency's Flood Insurance Rate
Map Panel Number 12122Q—Q755B, in Flood Zone
ESCRIPTION:
LOT 53, according to the plat of "
WYNDHAM PRESERVE", as recorded in Plat
Book 81, Page 93 Public records of Seminole
County, Florida Last
Date of Field SurvSZ: 08Z22Z18 555 Winderley Place, Suite 109 This certifies
that a survey of the hereon described property Maitland, FL 32751 was made
under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set
forth by the Florida Board of Professional Fax: (813) 248-2266 A Surveyors & Mappers
in Chapter 5J-j7, Florida Administrative Licensed Business No, LB 7768 code, pursuant
to S%Q4n 472,027, Florida Statutes. uleoPoint Surveying,
Inc.
pries D.
Leviner ORIDA PROFESSIONAL
SURVEYOR & MAPPER NO. LS6915 :d:-J DLP.C.. Data FiIe:Bri.nE..t-Plat Date, 08/
24/18 Dwg: erissonEod-Low Order No.: NOT VALIDWITHOUTTHESIGNATUREANDTHEORIGINALRAISEDSEAL
OF A —FLORIDA LICENSED SURVEYOR AND MAPPER[ SEC. 17 - TWN, 20 S. - RNG. 31 E. Field Bk: