416 Treasure Ln 16-224; NEW SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT 4
J0'- STATEMENT NUMBER: 16100000 DATE: January 11, 2016BUILDINGAPVT.Trh'rTnM 4 16In BUILDING
PERMIT NUMBER: 16-10000006 UNIT
ADDRESS: TREASURE LN. 416 21-19-30-5TT-0000-0230 TRAFFIC
2ONE:022 JURISDICTION: SEC:
TWP: RNG: SUF: PARCEL: SUBDIVISION:
TRACT: PLAT
BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER
NAME: ADDRESS:
APPLICANT
NAME: TAYLOR MORRISON OF FL. INC. ADDRESS:
151 SOUTHHALL IN., #206 MAITLAND FL 32751 LAND
USE: SINGLE FAMILY DETACHED TYPE
USE: WORK
DESCRIPTION: CITY-SANFORD SPECIAL
NOTES: 416 TREASURE LN. LOT 23 / SFR THORNBROOKE
PH I FEE
BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPEDISTSCHEDRATEUNITSTYPEROADS-
ARTERIALS CO -WIDE ORD Single
Family ROADS -
COLLECTORS Housing
N/
A 705.
00 1.000 dwl unit 705.00 Single
Family Housing 00 1.000 dwl unit FIRE
RESCUE N/A 00
LIBRARY
CO -WIDE ORD 00
Single
Family SCHOOLS
Housing
54.00 1.000 dwl unit 54.00 Single
Family PARKS
CO -
WIDE ORD Housing
N/
A 5,
000.00 1.000 dwl unit 5,000.00 LAW
ENFORCE N/A 00
DRAINAGE
N/A 00
00
AMOUNT
DUE 5,759.00 STATEMENT
RECEIVED
Byc JRE: t,
PLEASENPRINT
NAME) DATE: _
IQ NOTE
TO RECEIVING SIGNATORY APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE
TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. DISTRIBUTION:
1-BLDG DEPT 3-APPLICANT 2-
FINANCE 4-LAND MANAGEMENT NOTE**
PERSONS
ARE ADVISED THATT2IS IS A STATEMENT OF FEES DUE UNDER THE E
SEMINOLECOUNTYROAD, E R FRESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE
OF A BUILDING PERMIT. PERSONS
ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, TO
APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST
BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS
OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE
OF OCCUPANCY OR OCCUPANCY. TH9 REQUEST FOR REVIEW MUST
MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES
OF RULES GOVERNING APPEALS MAY BE PICKED OF OR REQUESTED, FROM
THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD
FL, 32771; 407-665-7356. PAYMENT
SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING
DEPARTMENT 1101
EAST FIRST STREET SANFORD,
FL 32771 PAYMENT
SHOULD BE BY CHECK OR MONEY ORDER,,(,, D SHOULD REFERENCE THE
COUNTY BUILDING PERMIT NUMBER AT THE TOP ' LEFT OF THIS STATEMENT. THIS
STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED
WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL
OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356.
4.
C
CITY OF SANFORD
BUILDING & FIRE PREVENTION
tk PERMIT APPLICATION
7 2016
j Application No:
wocumented Construction Value: S I
Job Address: 416 7 HistoricD"Istric • Yes 0 No
Parcel 10: 21-19-30-57-10000-02-1 0 Residenti 1 Commercial
Type of Work: New'O Addition 11 AlterationEl RepairEl Demo[] ChangcofUse E1 Move El Description of Work:
NEW SINGLE FAMILY HQME Plan Review Contact
Person: Daphne Clark Title: Phone: 407-257-
6940 Fax: Email: daphne&PerMitsPermit5Permit5,QQM Property Owner Information
Name TAYLOR MORRISON
OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL
LANE# 200 Resident of property? : NO City, State Zip:
MAITLAND FL 32751 Contractor Information Name
JOHN ASA
WRIGHT / TAYLOR MORRISON OF FLORIDA Street: 151 SOUTHHALL
LANE# 200 Phone: 407-257-
6940 Fax: City, State
Zip:
MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information
Name: 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 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 ]'HE 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 pet -formed 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. FnC 105.3
Shall be inscribed with the date of application and the code in effect as of that date: 51h 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 plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual, construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of 01 dAgent Date
TAYLOR MORRISON OF FleAA INC
Print Owner/Agent's Name
Signature of Notary -Skate of Florida Date
o
Owner/ S Personally Known to Me or
Produced ID N/A Type of ID
Signature of C tractor/Agent Date
JOHN ASA WRIGHT
Print Contractor/Agent's Name
2d/,/
Signature of Notary -State of Florid} Date .
gEpltREsuJune , 201g et
Contractor/Agent is YES Personally Known to Me or
Produced ID _N44_ Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building v Electrical k Mechanical k Plumbingk
Construction Type: ib Occupancy Use:
Total Sq; Ft of Bldg: L7 3 8
Gas Roof
Flood Zone:
Min. Occupancy Load: _%W # of Stories: f
New Construction: Electric - # of Amps I
Fire Sprinkler Permit: Yes No K # of Heads
APPROVALS: ZONING:
COMMENTS:
Plumbing - # of Fixtures / 7
Fire Alarm Permit: Yes No 0
UTILITIES: I= L WASTE WATER:
ENGINEERING: tPYIC t tt t
FIRE: BUILDING: • I
CVA CAt
Revised: June 30, 2015 Permit Application
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc.
Address: 151 Southhall Lane Suite 200
City: Maitland State: Florida Zip Code: 32751
Phone: 407-257-6940 Fax: 407-905-5736 Email:
Property Address: 4t(o 72E-#A50QE Uoats3tF
Property Owner: Taylor Morrison of Florida, Inc.
Parcel identification Number: 21-19-30-5T (0000- C)Z-50
Phone Number: 407-257-6940 Email:
The reason for the flood plain determination is:
a] New structure 0 Existing Structure (pre-2007 FIRM adoption)
E] Expansion/Addition E] Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076)
2,
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
0 The parcel is in the: 0 floodplain E]floodway
EJ A portion of the parcel is in the: 0 floodplain El floodway
FKI The parcel is not in the: RIfloodplain E]floodway
M The structure is in the: Ofloodplain E]floodway
0 The structure is not in the: 0 floodplain F-1 floodway
If the subject property is determined to be flood zone W, the best available information used to
determine the base flood elevation is:
BP# I - -Z?-4
Reviewed by: Mike Cash, CFM Date:. tk
11 20 (L
Application for Right -of -Way Use
for Driveway, Walkway & LandscapeP't ORID 0RILD , 1877
11 Department of Planning & Development Services www.
aantQrdfl,9ov 300
North Park Avenue, Sanford, Florida 32771 Phone:
407.688.5140 Fax: 407,688.5141 This
permit authorizes work to be done 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. 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 size and location
of the existing right—of-way and use shall be provided or application could be delayed. 0 Knowwhat's belOW, 7N"
MOXF Call before you ft 1.
Project LocationlAddress: 2.
Proposed Activity: V Driveway 11 Walkway D Other: 3,
Schedule of Work: Start Date Completion Date E] Emergency Repairs 4.
Brief Description of Work: o M111e; VA Y t 56 K A ASV SFP, This
application is submitted by: ill.. •
Signature:
Address:
Phone:
497::-k S 0 Fax: Maintenance
Responsibilities/Indemnification Date:
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, stormwater facilities,
or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as
necessary at no cost to the City of Sant" insofar as such facilities are in the public right-of-way. If the Requester does not continuously maintain the improve- ment
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 employees appointed,
elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or
consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and
reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City'
s right-of-way, I
have read and u the a statement and by signing this application I agree to its terms. I
hereby understand and a all as related to this application as required by the city's adopted Fee Resolution, Signature:
Date: This
permit shall be posted on the site during construction( Please
call 407.688.6080, Ext. 5401 24 hours in advance to schedule a pro -pour Inspection. Pre -
pour Inspection by: IM EJ
Septernt)
ar 2010 ROW Use Driveway pdf
SCPA Parcel View: 21-19-30-5T'F-0000-0230 http://www.scpafl.org/ParceiDetaillnfo.aspx?PID=2119305T]'00000230
Property Record Card
Parcel: 21-19-30-STT-0000-0230
Owner: TAYLOR MORRISON OF FL INC
Property Address: 416 TREASURE LN SANFORD, FL 32771
Parcel: 21-19-30-STT-0000-0230 Value Summary
Property Address: 416 TREASURE UN 2016 Working 2015 Certified
Owner: TAYLOR MORRISON OF FL INC Values Values
Mailing: 151 SOUTHALL LN STE 200 Valuation Method Cost/Market CosVMarket
MAITLAND, Ft. 32751
Number of Buildings 0 0
Subdivision Name. THORNBROOKEPHAb I
Tax District: SI-SANFORD Depreciated Bldg Value
Exerrip(dons., Depreciated F.XFT Value
DOR Use Code. 00-VACANT RESIDENTIAL Land Value (Market) 43,500 43,500
Land Value Ag
Just/Market Value
43,500 43,500
Portability Adj
Save Our Homes Adj 0 0
a r Amendment I Adj 0 0
Assessed Value 43,500 43,500
Tax Amount without 5014: $885,29
lax biAmount 885.29
lax 'tfy)'Ito
V i: 4
Save Our Homes Savngs: $0.00
Does NOT INCLUDE Non Ad Vabrern Assessments
Legal Description
LOT 23
THORNBROOKE PHASE I
PB 79 PGS 3 TO 7
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 43,500 0 43,500
Schools 43,500 0 43,500
City Sanford 43,500 0 43,500
S)WM(Saint Johns Water Management) 43,500 0 43,500
County Bonds 43,500 0 43,500
Sales
Description Date Book Page Amount Qualified Vac/Imp
No data to display
Land
Method Frontage Depth units Unts Price Land Value
LOT 1 $43,500.00 $43,500
Building Infortnittion
Permits
Permit # Type Agency Amount CO Date Permit Date
I of 2 1/7/2016 11:30 AM
THIS INSTRUMENT PREPARED BY:
Name: Taylor Morrison of Florida, Inc,
Address: 151 Southhall Lane Suite 200-Maitland, FL 32751
NOTICE OF COMMENCEMENT
Permit Number:
Parcel ID Number: r - co -z
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement.
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
Lot# , according Paqe3 of theJ to the plat thereof, as recorded in Plat Book
public records of Sennincile County Florida
2. GENERAL DESCRIPTION OF IMPROVEMENT:
New Single Family Home 1-4 /Gc -a N
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: Taylor Morrison Of Florida, Inc. 151 Southhall Lane #200, Maitland, FL 32751
Interest in property: _
Fee Simple Title Holder (if other than owner listed above) Name: N/A
Address: N/A
4. CONTRACTOR: Name: Taylor Morrison of Florida, Inc.
Address: 151 Southhall Lane, Suite 200 - Maitland, FL 32751
5. SURETY (If applicable, a copy of the payment bond is attached): Name: N/A
Address. N/A
6. LENDER: Name: N/A
AddressN/A Phone
Number: 321-397-7512 Amount
of Bond, N/A Phone
Number N/A 7.
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.
13(1)(a)7., Florida Statutes. Name:
Phone Number: Address:
8.
In addition, Owner designates of to
receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9.
Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING
TO OWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB
SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, John
Asa Wright Signature
of Owner or Lessee, or Owner's or Lessee,. (Print Name and Provide Signatory's Title/Office) Authorized
Officer/Director/Partne /M State
of County of 0 01
C L
TheforegoingInstrumentwasacknowledgedbeforemethisdayof -,20 by .
Who Is personally known to mew OR Name
of person making statement who
has produced identification 1-1 produced!
City of Sanford
Building and Fire Prevention Division
300 N. Park Ave
Sanford, FL 32772
2015 Residential Permit Fee Calculation Form
Effective August 2015 - February 2016
BP# 16-224
416 Treasure Lane
Type of Construction: V III-B
SQUARE' FOOTAGE OF DUPLEX LESS GARAGE: I 22781square feet i
SQUARE FOOTAGE OF GARAGE ONLY: 4 s Uare feet
SQUARE FOOTAGE OFGARAGEAND DUPLEX: I 27381square feet Dollar
Valuation of Work: 309,306.871 State
Fee: 94.74 Permit
Fee 2,205.15 Application
Fee: 25.00 Plan
Review Fee: 927.92 Total
Building Permit Fees: 35252.81
Permit #:
Address:
16- 224
416 Treasure Lane
Structure Information
Construction Type: VB
Occupancy Type: R3
Roof Type: Asphalt Shingle
Flood Zone: None
Number of Stories: 1
Number of Bathrooms: 2
Square Footage: 2738
Plumbing Fixtures: 17
Fire Sprinkler System: No
Fire Alarm: No
Occupant Load: 14
Plumbing Fixture Calculation
16-224
416 Treasure Lane
Bath Tubs 1 Sinks 1
Drinking Fountain Solar Piping
Disposal 1 Soda Fountain
Dishwasher 1 Urinals
Floor Drain Vacuum Breakers 1
Sewer Connection 1 Washing Machines 1
Ice Maker 1 Water Closets 2
Laundry Tubs 1 Water Heaters 1
Lavatories 3 Water Piping 1
Pool Piping Water Softener
Showers 1
Total Plumbing Fixtures - 17
W* - U
Revision 0
Response to Comments6
R FEB 1 20161, J
BY, —I --,---,-,—
Permit # Submittal Date
Project Address.
Contact: Daphne Clark
Ph: 407-257-6940
Email: daghneaPermitsPermitsPermits.com
Trades ncompassed in revision:
7uilding
0 Plumbing
1:1 Electrical
11 Mechanical
0 Life Safety
0 Waste Water
Department
Utilities
Waste Water
0 Planning
0 Engineering
0 Fire Prevention
0 Building
Fax:
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfbrdfl.gov
General description of revision:
010da(ta I,-
Ama(i
V.-
ROUTING INFORMATION
Approvals
CITY OF SANFORD
BUILDING AND FIRE PREVENTION DIVISION
300 N. PARK AVENUE
SANFORD, FLORIDA 32772
PHONE: 407.688.5150
FAX: 407.688.5152
PLAN REVIEW COMMENTS
Application Number: 16-224
Date: 01/28/16
Contact Person: Daphne Clark
Contact Phone Number: 407.257.6940
Contact Fax Number: 407.905.5736
Contact E-mail Address: daphaeclarkinc(&cfl.rrcom
Project Description: New Single Family Home
Job Address: 416 Treasure Lane
The following is a list of the areas of the submitted plans that contained violations of the codes adopted by
the City of Sanford and enforced by the Building Division, The violations noted must be addressed before
the plans can be approved. Changes to plans shall be submitted on the same size format as the original
submittal. Changes to construction documents that require an Architect or Engineer's seal must be
submitted with the appropriate seal. Provide two copies of affected plan sheets and/or Supplemental
information as requested.
COMMENTS:
1. The Florida Product Approval package and specification sheet is incomplete — there is no product
approval submitted for roofing products, soffit and a/c hold down. Also, only the first sheet of the Sanford
Product Approval Specification Sheet is filled out. Please submit two copies of the missing information,
including the specification sheet.
FBC 107
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of
the adopted codes or municipal ordinances of this jurisdiction.
Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at
steve.fiorcyti)sanfordfl.gov .
Respectfully,
Steve Fiorey
Residential Plans Examiner
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1 0'1'010) COPY
FORM R405-2014
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot23Th brookeStantonGLE Builder Name: Taylor Morrison
Street: 44, /14 Permit Office: $4
City, State, Zip: FL , Permit Number:# 6 - 2 2 4
Owner: Jurisdiction: 4YISIX-)
Design Location: FL, Orlando
1 , New construction or existing New (From Plans) 9. Wall Types (198&0 sqft.) Insulation Area
2, Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=4.1 1675.30 ft2
b. Frame - Wood, Adjacent R=1 1.0 312,67 ft2
3. Number of units, if multiple family 1 c. N/A R= ft2
4. Number of Bedrooms 3 d. N/A R= ft2
10. Ceiling Types (2240.0 scift.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=30,0 2240.00 ft2
6. Conditioned floor area above grade (ft2) 2055 b. NIA R= ft2
Conditioned floor area below grade (ft2) 0
c. N/A
11. Ducts
R= ft2
R ft2
7. Windows(321.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 411
a. U-Factor: Dbl, U=034 173,25 ft2
SHGC: SHGC=0,29
b. U-Factor: Dbl, U=0.58 96,00 ft2 12, Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.32
a, Central Unit 42.0 SEER:15,00
c. U-Factor: Dbl, U=0.34 38,54 ft2
SHGC: SHGC=0.26 13. Heating systems kBtu/hr Efficiency
d, U-Factor: other (see details) 13,19 ft2 a. Electric Heat Pump 42.0 HSPF:8.50
SHGC: other (see details)
Area Weighted Average Overhang Depth: 4.067 ft.
Area Weighted Average SHGC: 0,295 14, Hot water systems
a. Electric Cap: 50 gallonsEF: 8. Floor Types (2055.0 sqft.) Insulation Area 0.950
a, Slab -On -Grade Edge Insulation R=0.0 2055,00 ft2 b. Conservation features
b. N/A R= ft2 None
c. N/A R= ft2 15, Credits Pstat
Glass/Floor Area: 0.156
Total Proposed Modified Loads: 59.26 PASS
Total Baseline Loads: 59.59
1 hereby certify that the plans and specifications covered by Review of the plans and VIViE S7,4
this calculation are in compliance with the Florida Energy
Code.
specifications covered by this
calculation indicates compliance
with the Florida Energy Code,
PREPARED BY: 4)4kU&*_ Before construction is completed
DATE: 10-26-15 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 Pode. 10) WIE
OWNER/AGENT: 4-,; "( . . . . . . . . . BUILDING OFFICIAL:
DATE: DATE:
Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as
certified factory -sealed in accordance with R403.2.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage
test report in accordance with R402.4.1.2.
Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested in accordance with Section 803 of RESNET Standards, is not greater than 0.040 Qn for whole house.
10/26/2015 11:27 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4
FORM R405-2014
PROJECT
Title: Lot23ThombrookeStantonGL Bedrooms: 3 Address Type: Street Address
Building Type: User Conditioned Area: 2055 Lot #
Owner: Total Stories: 1 B lock/Su b Division:
of Units: 1 Worst Case: No PlatBook:
Builder Name: Taylor Morrison Rotate Angle: 0 Street:
Permit Office: Cross Ventilation: No County: Seminole
Jurisdiction: Whole House Fan: No City, State, Zip:
Family Type: Single-family FL ,
New/Existing: New (From Plans)
Comment:
CLIMATE
IECC Design Temp Int Design Temp Heating Design Daily Temp
V Design Location TMY Site Zone 97,5% 2.5 % Winter Summer Degree Days Moisture Range
FL, Orlando FL—ORLANDO—INTL—AR 2 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 2055 20139
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
1 Main 2055 20139 Yes 4 3 1 Yes Yes Yes
FLOORS
Vf# Floor Type Space Perimeter R-Value Area Tile Wood Carpet
1 Slab -On -Grade Edge Insulatio Main 179.5 ft 0 2055 ft' 0.47 0 0.53
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
Type Materials Area Area Color Absor. Tested Tested Insul. deg)
1 Gable or Shed Composition shingles 2298 ft' 514 ft2 Medium 0.85 N 0.85 No 0 26.6
ATTIC
V# Ratio RBSTypeVentilationVent (1 in) Area IRCC
1 Full attic Vented 300 2055 ft2 N N
CEILING
V# Ceiling Type Space R-Value Area Framing Frac Truss Type
I Under Attic (Vented) Main 30 2240 ft2 0.11 Wood
10/26/2015 11:27 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4
FORM R417IR-9014
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar BelowV # Ornt To Wall Type
Space R-Value Ft In Ft In Area R-Value Fraction Absor. Grade%
1 N Exterior Concrete Block - Int Insul Main 4.1 66 6 9 4 6207 ft' 0 0 0.6 0
2 E Exterior Concrete Block - Int Insul Main 4.1 19 6 9 4 182.0 ft2 0 0 0.6 0
3 8 Exterior Concrete Block - Int Insul Main 41 53 6 9 4 499.3 ftz 0 0 0.6 0
4 W Exterior Concrete Block - Int Insul Main 4.1 40 0 9 4 373.3 ft2 0 0 0,6 0
5 Garage Frame - Wood Main 11 33 6 9 4 3123 ft2 0 0.23 0.01 0
DOORS
V Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
I Wood Main None 46 2 8 6 8 17.8 W
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
V, Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
1 n 1 Vinyl Low-E Double Yes 0.34 0.29 64.8 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None
2 e 2 Vinyl Low-E Double Yes 0.58 0.32 24,0 ft2 8 ft 6 in 3 ft 2 in None None
3 a 2 Vinyl Low-E Double Yes 0.34 0.26 19.3 ft' 1 ft 0 in 3 ft 2 in Drapes/blinds None
4 e 2 Vinyl Low-E Double Yes 0,34 0.26 19.3 ft' 1 ft 0 in 4 ft 8 in Drapes/blinds None
5 e 2 Vinyl Low-E Double Yes 0.37 0.28 13.2 ft' 8 ft 6 in 0 ft 5 in None None
6 s 3 Vinyl Low-E Double Yes 0.34 0.29 11.4 ft2 1 It 0 in 1 ft 0 in Drapes/blinds None
7 s 3 Vinyl Low-E Double Yes 0.34 0.29 32.4 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None
8 w 4 Vinyl Low-E Double Yes 0,34 0.29 48.6 ft2 1 ft 0 in 1 ft0in Drapes/blinds None
9 w 4 Vinyl Low-E Double Yes 0.34 0.29 16.2 ft' 9 ft 0 in 0 ft 4 in Drapes/blinds None
10 W 4 Vinyl Low-E Double Yes 0.58 0.32 72.0 ft' 9 ft 0 in 0 ft 4 in None None
GARAGE
V Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 460 ft2 384 ft2 64 ft 8 ft 1
INFILTRATION
Scope Method SLA CFM 50 ELA EqLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000311 1678.3 92.13 173.27 2273 5
HEATING SYSTEM
V System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump Split HSPF:8.5 42 kBtu/hr 1 sys#1
10/26/2015 11:27 AM EnergyGauge@ USA - FlaRes2014 Section R405,4.1 Compliant Software Page 3 of 4
FORM R40.5-2014
COOLING SYSTEM
V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit Split SEER: 15 42 kBtu/hr cfm 0.75 1 sys#1
HOT WATER SYSTEM
V# System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None
SOLAR HOT WATER SYSTEM
VFSEC Collector Storage
Cert Company Name System Model # Collector Model Area Volume FEF
None None ft2
DUCTS
Supply ---- Return -- -- Air CFM 25 CFM25 HVAC #
V # Location R-Value Area Location Area Leakage Type Handier TOT OUT QN RLF Heat Cool
I Attic 6 411 ft' Attic 10235 Proposed On Main cfm 82,2 cfm 0,04 0.60 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Cooling
Heal
Jan Feb
Jan Feb
Mar
M
AApr
Apr
May Jun JulAug
May Jun]Julugrlrirj Sep
Sep]OctNovri
OctNov Dec
Dec
Vent Jan Feb X Mar Apr May Jun Jul Aug Sep Oct X 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 (WEFT) 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
10/26/2015 11:27 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4
FORM R405-2014
ENERGY PERFORMANCE LEVEL (EPL1%
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 99
The lower the EnergyPerformance Index, the more efficient the home.
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (W)
7. Windows- Description
a. U-Factor: Dbl, U=034
SHGC: SHGC=0,29
b. U-Factor: Dbl, U=0.58
SHGC: SHGC=0,32
c. U-Factor: Dbl, U=0.34
SHGC:SHGC=0.26
d. U-Factor: other (see details)
SHGC: other (see details)
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
FL,
New (From Plans) 9. Wall Types
Single-family
a. Concrete Block - Int Insul, Exterior
b. Frame - Wood, Adjacent
c. N/A
3 d. N/A
10. Ceiling Types
No a. Under Attic (Vented)
2055 b. N/A
c. N/A
Area
173,25 112
11. Ducts
a. Sup: Attic, Ret: Attic, AH: Main
96,00 ft2
12. Cooling systems
38,54 112 a. Central Unit
13.19 ft2
4.067 ft.
0.295
8. Floor Types Insulation Area
a. Slab -On -Grade Edge Insulation R=0,0 2055.00 ft2
b. N/A R= ft2
c. N/A R= ft2
13. Heating systems
a. Electric Heat Pump
14. Hot water systems
a. Electric
b. Conservation features
None
15, Credits
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 Codl compliant features.
Builder Signature:
t t X", Date:
Address of New Home" City/FL Zip: J_
Insulation Area
R=4.1 1675,30 ft2
R=1 1.0 312.67 ft2
R= ft2
R= ft2
Insulation Area
R=30.0 2240,00 ft2
R= ft2
R= ft2
R ft2
6 411
kBtu/hr Efficiency
42.0 SEER:15.00
kBtu/hr Efficiency
42.0 HSPF:8,50
Cap: 50 gallons
EF: 0.95
Pstat
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. Contact the EnergyGauge Hotline at (321)
638-1492 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.
10/26/2015 11:27 AM EnergyGauge,& USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1
oft
0
FORM R405-2014
Florida Department of Business and Professional Regulations
Residential Whole Building Performance and Prescrietive Methods
ADDRESS: Permit Number:
FL
MANDATORY REQUIREMENTS see individual code sections for full details.
401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553,9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402,1 through R402.4,4.
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402,4.1.1 and R402.4.1,2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation, The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction, Where
required by the code official, an approved third party shall inspect all components and verify compliance,
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air
changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a
blower door at a pressure of 0,2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by 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 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.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air.
R402.4,3 Fenestration air leakage.Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 03 cfm per
square foot (1.5 Uslm2), and swinging doors no more than 0.5 cfm per square foot (2,6 L/s/m2), when tested according to NFRC 400 or
AAMAIWDMA/CSA 101/I.S2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between
conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than
2.0 cfm (0.944 L/s) when tested in accordance with ASTIVI E 283 at a 1.57 psf (75 Pa) pressure differential, All recessed luminaires shall
be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering,
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.2.2 Sealing (MandatoryAll ducts, air handlers, and filter boxes and building cavities that form the primary air containment
passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance
with Section C403,27.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or
rough -in testing below.
Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section
553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free' by either of the following:
1 Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when
tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handier enclosure. All register
boots shall be taped or otherwise sealed during the test.
2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at
a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped
or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85
L/min) per 100 square feet (9.29 m2) of conditioned floor area.
Exceptions:
The total leakage test is not required for ducts and air handlers located entirely within the building envelope,
2. Duct testing is not mandatory for buildings complying by Section R405 of this code.
10/26/2015 11:27 AM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
R403.2,2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the
design air flow rate when tested in accordance with ASHRAE 193,
R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 oC) or
below 55°F (1 YC) shall be insulated to a minimum of R-3.,
R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused
by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the
material. Adhesive tape shall not be permitted.
R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily
accessible manual switch that can turn off the hot-water circulating pump when the system is not in use.
R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403*4 Water heater efficiencies (Mandatory). Water heater efficiencies
R403.4.4.1 Storage water heater temperature controls
R403.4.4,1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting
range shall be from 100°F to 140°F (38°C to 60'C).
R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water heating systems to be turned off.
R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table
C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water
heating category. Solar water heaters shall met the criteria Section R403.4.4.2. 1,
R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water
heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation.
Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating.
R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy
requirements of Table R403.5.1,
Exception; Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an
electronically commutated motor,
R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation
shall meet the following criteria:
1 The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality,
shall be the maximum rates allowed for residential applications,
2, No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed
garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a
minimum of R-1 I and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise.
R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment,
R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor
units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in
Section R302. 1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect
equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as
standard kitchen and bathroom exhaust systems.
R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the
calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
10/26/2015 11:27 AM EnergyGauge& USA - FlaRes2014 - Section R405*1 Corn Page 2 of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and
shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This
selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the
load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data,
the design value for entering wet bulb temperature and the design value for entering dry bulb temperature.
Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1 Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.6.1.2 Heating equipment capacity
R403.6.1.2,11 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section
R403.6. 1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load.
R403,6.1,2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements
calculated according to the procedure selected in Section R403.6,1.
R403.6.1.2.3 Fossil fuel heating equipment, The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.6. 1,
R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas
2. A variable capacity system sized for optimum performance during base load periods is utilized
R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403
and C404 of the Commercial Provisions in lieu of Section R403.
R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall
include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is failing
and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F.
R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground
spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP- 15. The energy requirements for
portable spas shall be in accordance with ANSI/APSP-14.
R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside
the heater to allow shutting off the heater without adjusting the thermostat setting.
R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21,56. Pool
heaters fired by natural gas or LP gas shall not have continuously burning pilot lights,
R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with
AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature, A test report from an independent laboratory is required to
verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a
preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in
compliance with this equipment.
Exceptions:
1. Where public health standards require 24-hour pump operations.
2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or
at the water surface or a liquid cover or other means proven to reduce heat loss,
Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or
solar energy source computed over an operating season,
RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be
high-effiGacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps.
Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps.
R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights
R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6.
R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-1 9. Where single assemby of the exposed deck and beam type or
concrete deck roofs do not have sufficent space, R- 10 is allowed.
10/26/2015 11:27 AM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3
wrightsoft, Manual S Compliance Report
Entire House
DEL -AIR HEATING &AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR,COM
For: Taylor Morrison
Job: Lot23ThombrookStanto
Date: 1118112
By: GCR
Outdoor design DB: 92.5°F Sensible gain: 33700 Btuh Entering coil DB: 78.1°F
Outdoor design WB: 76.3°F Latent gain: 5156 Btuh Entering coil WB: 64.0°F
Indoor design DB: 75VF Total gain: 38856 Btuh
Indoor R H: 50% Estimated airflow: 1400 cfm
inufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer Carver Model: 25HBC542A**30+FB4CNP048L
Actual airflow: 1400 cfm
Sensible capacity: 33975 Btuh 101% of load
Latent capacity: 6349 Btuh 123% of load
Total caoacitv: 40324 Btuh 104% of load SHR: 84%
Design Conditions
Outdoor design DB: 41 . 7F Heat loss: 30386 Btuh
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer. Carrier Model: 25HBC542A**30+FB4CNP048L
Actual airflow: 1400 cfm
Output capacity: 39147 Btuh 129% of load
Supplemental heat required: 0 Btuh
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 1400 cfm
Output capacity: 9.0 kW 101% of load Temp. rise: 0 'F
The above equipment was selected in accordance with ACCA Manual S.
Entering coil DB: 69.0°F
Capacity balance: 33 'F
Economic balance: -99 'F
AIL wrightsoft' Right-SuleO nversag18 RSU08057
2015-Oct-26 11:07:29
r1w, iUil 2015 l5Page I ACrA ,,nbrooke$tantonGL\
Lot23ThombrookeStantonGLE,rup Calc=MJ8 House faces: E
wrightsoft, Component Constructions
Entire House
DEL -AIR HEATING &AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Wet) WWW.DEL-AIR.CQM
For: Taylor Morrison
Job: Lot23ThombrookStanto
Date: 11/8/12
By: GCR
Location: Indoor: Heating Cooling
Orlando Intl AP, FL, US Indoor temperature ('F) 70 75
Elevation: 95 ft Design TD (F) 28 18
Latitude: 28*N Relative humidity 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4
Dry bulb ('F) 42 93 Infiltration:
Daily range ('F) - 17 ( M) Method Simplified
Wet bulb ('F) 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area Ll-value Insult R Htg HTM Loss Cig HTM Gain
QP Btuhtw-,F ft'-'F/B(uh Btuww Blut, Btuhm Btuh
Walls
13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 6" thk n 555 0.201 0 5,69 3159 4.35 2417
e 106 0.201 0 5.69 604 4.35 462
S 455 0201 0 5.69 2590 4,35 1982
w 236 0,201 0 5,69 1345 4.35 1029
all 1353 0201 0 5.69 7699 4.35 5890
Partitions
12B-Osw: Firm wall, stucco ext, r-11 cav ins, 1/2" gypsum board int frish, 295 0.097 11.0 2,75 809 1.74 513
2"x4" wood frm, 16" o.c. stud
Windows
2A-2ov: 2 glazing, dr outr, air gas, vni frm mat, dr low-e innr, 1/4" gap, n 65 0,340 0 9.62 623 10.3 666
1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft S 11 0.340 0 9.62 109 10.5 120
overhang (5.25 ft window ht, 1 it sep.); 6,67 ft head ht s 32 0,340 0 9.62 312 10.5 341
W 49 0.340 0 9,62 467 28,8 1398
all 157 0.340 0 9.62 1511 16.1 2524
10C-v: 2 glazing, dr outr, air gas, vnl frm mat, dr low-e innr, 1/4" gap, e 24 0.580 0 16.4 394 20.4 491
1/8" thk; NFRC rated (SHGC=0,32); 8.5 it overhang (8 ft window ht,
3,17 it sep)6,67 ft head ht
2A-2ov: 2 glazing, dr outr, air gas, vni frm mat, dr low-e innr, 1/4" gap, e 19 0.340 0 9.62 185 26.4 509
1/8" thk; NFRC rated (SHGC=0,26); 50% drapes, medium; 1 ft
overhang (6.25 ft window ht, 3.17 it sep); 6,67 ft head ht
2A-2ov: 2 glazing, dr outr, air gas, vni frm mat, dr low-e innr, 1/4" gap, e 19 0.340 0 9.62 185 26A 509
1/8" thk; NFRC rated (SHGC=0.26); 50% drapes, medium; 1 ft
overhang (6,25 ft window ht, 4,67 it sep.); 6,67 It head ht
2A-2ov: 2 glazing, dr outr, air gas, vni I'mn mat, dr low-e innr, 1/4" gap, e 13 0370 0 10,5 138 12.3 163
1/8" thk; NFRC rated (SHGC=0,28); 8.5 it overhang (3.17 It window ht,
0.42 ft sep.); 6.67 ft head ht
2A-2ov: 2 glazing, dr outr, air gas, vril frm mat, dr low-e innr, 1/4" gap, W 16 0.340 0 9.62 156 103 166
1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 9 it
overhang (5,25 ft window ht, 0.33 it sep.); 6.67 ft head ht
2A-2ovd: 2 glazing, dr outr, air gas, vni frm mat, clr low-e innr, 1/4" gap, w 72 0.580 0 16.4 1182 19A 1400
1/8" thk; NFPC rated (SHGC=0,32); 9 ft overhang (8 it window ht, 0.33
ft sep.); 6.67 it head ht
2015-00-26 11:07:29
wrightsoft" Right -Site@ Universal 2015 15,0,18 RSU08057 Page I
nbrookeStantonGL\Lot23ThombrookeStantonGLE.rup Calc = YU8 House faces; E
Doors
11 DO: Door, wd sc type
Ceilings
1613-30ad: Attic ceiling, asphalt shingles roof mat, r-30 cell ins, 1/2"
gypsum board int fnsh
Floors
22A-tpl: Bg floor, light dry soil, on grade depth
n 18 0.390 0 11'0 196 12.0 213
2194 0.032 30.0 0,91 1987 1,74 3808
180 0.989 0 28.0 5024 0 0
2015-Oct-26 11:07:29
wrightsoft, Right-SuiteID Universal 2015 15,018 RSU08057 Page 2
41M .,nbrooke$tantonGLIot23ThombrookeStantonGLE.rup Calc = MA House faces: E
Job: Lu^/nvmn ox ann' Project Summary ou: 11mmo
Entire House By: oon
DEL -AIR HEATING & AIR CONDITIONING
o'coomozWAY, o^wpoRoFILoor,Phone: ^m-3o-2e65Fax: mr 33-3om Wem.wwWosL-mn.Com For: Taylor
Morrison Desisn Information
Weather Orlando
Intl AP, FL US Winter Design
Conditions Summer Design Conditions Outside db
42 F Oukoidmdb 93 F Inside db
70 F noidedb 75 F DosignTD 28
F DeoignTD 18 F Daily range
M Relative humidity
50 Y6 Moisture difference
46 gr/|b Heating Summary
Sensible Cooling Equipment Load Sizing Structure 22787
Btuh Structure 21777 8tuh Ducts 7599
8tuh Ducts 11823 Btuh Central vent (
0nfm) O Btuh Central vent (Uohn) 0 Btuh Humidification O
8tuh Blower O Btuh Piping 0
Btuh Equipment load
30386 Btuh Use manufacturers data y Rate/awing
multiplier 1.08 Infiltration Equipment
sensible load 33700 8tuh Method Simplified
Latent Cooling Equipment Load Sizing Construction quality
Average Fireplaces 0
Structure 2683 Btuh Ducts 2473
Btuh Heating Cop|
in Cemm|vent 0n/m) O Btuh A (h
2055 2O55 Equipment latent load 5150 B\uh Volume (#") 20059
20009 Air changes/
hour 0.32 0.16 Equipment tcke| load 38856 Btuh Equiv.AVF (
cfm) 107 54 Req. tckm| capacity ak0.758HR 3.7 ton Heating Equipment
Summary Cooling Equipment Summary Make Carrier
Make Canier Trade CARRIER
AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model 25HBC542A°°
30 Cond 25H8C54K2A°°30 AHR|ref
8938151 Coil FB4CNP048L AHR|ref
6938151 Efficiency 8.
5HSPF Efficiency 12.5EER.15SEER Heating input
Sensible cooling 31500 8tuh Heating 42000
Btuh@47,F Latent cooling 10500 8tuh Temperature 27
F Total cooling 42000 Btuh Actual i
flow 1400 ohn Actual air flow 1400 nhn Air flow
factor 0.046 ofm/8tuh Air flow factor 0.042 ofm/8tuh Static pressure
0.40 in H20 Static pressure 0.40 in H2O Space thermostat
Load sensible heat ratio 0.87 Calculations approved
byACCA(omeet all requirements cfManual J0hEd. 2015-Om-2611mz9
wrilsglhi*soft' mu^`
a.*mUniversal zom,00mpmoommr Page m"umouwour^"°*nvkeo*"to"
uLswp m/"~wa n""semce"s
Right-M) Worksheet
Entire House
DEL -AIR HEATING &AIR
N
531 CODISCO WAY, SANFORD, FL 32771 Phone:
CO4 -
4P3,I33TI9-265ax: 4NG07-333-3853 Web: WWW,DFL-AIR.COM Job:
Lot23Thom brookStantonG LE Date:
11/8/12 By:
GCR 1
Room name Entire House ms suite 2
Exposed wall 179.5 ft 39.5 ft 3
Room height 9.8 ft 9.3 ft heat/coot 4
Room dimensions I7.5 x 14.0 ft 5
Room area 2055.6 ft' 245.0 ft' Ty
Construction U-value Or HTM Area (w) Load Area (w) Load number
Btuh/ftl-'F) 6t /fv) or perimeter (ft) Bt h) or perimeter (ft) 6tuh) Heat
cool Gross N/PIS Heat cool Gross N/P/S Heat Cod 6
t--G 13A-
2ocs 2A-
2ov OM1
0.
340 n
n
5.
69 9,
62 4.
35 10.
28 620
65
555
0
3159
623
2417
666
75
0
75
0
425
0
325
0
1
3A-2ocs 0,201 a 5.69 4.35 182 106 604 462 0 0 0 0 10C-
v 0.580 e 116.41 20.44 24 12 394 491 0 0 0 0 11
14 2A-2ov 0340 e 9.62 26.42 19 0 185 509 0 0 0 0 2A-
2ov 2A-
2ov 13A-
20cs 0.
340 0.
370 0.
201 e
e
s
9.
62 10.
47 5.
69 26.
42 12.
33 4,
35 19
13
499
0
13
455
185
138
2590
509
163
1982
0
0
131
0
0
131
0
0
743
0
0
568
L2
2A-2ov 2A-
2ov 0,
340 0.
340 s
s
9.
62 9.
62 52
10.
52 11
32
10
27
109
312
120
341
0
0
0
0
0
0
0
0
VL
13A-
2ocs 2A-
2ov 2A-
2ov 0.
201 0.
340 0.
340 w
w
w
5.
69 9,
62 9.
62 4.
35 28.
79 10.
28 373
49
16
236
0
16
1345
467
156
1029
1398
166
163
49
0
115
0
0
653
467
0
499
1398
0
2A-
2ovd 0,580 w 16.41 19.44 72 64 1182 1400 0 0 0 0 P
L--
D 12"
sw 0,097 2.75 1.74 313 295 809 513 0 0 0 0 11D0
1613-
30ad 0,
390 0,
032 n
11.04 0.
91 11.
99 1,
74 18
2194
18
2194
1%
1987
213
3808
0
275
0
275
0
249
0
477
CF
22A-tpl 0M9 27.99 OM 2055 180 5024 0 245 40 1106 0 6
c) AE 0 excursion 16141 1 489 Envelope
loss/gain 19466 17800 3642 3757 12
a) Infiltration 3321 1027 731 226 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 5 1150 1 230 Appliances/
other 1800 0 Subtotal (
lines 6 to 13) 22787 217771 4373 4213 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 22787 21777 4373 4213 151
Duct loads 1 33% 55% 7599 11923 33% 11 1 58111 230 Total
room load 30386 33700 5831 6520 Air
required (cfm) 1400, 1400, 2691 271 41mill-
wrightsoft" Right-Suil,10 Universal 2015 15,0,18 RSU08057 brookeStantonGLkLot23ThombrookeStantc)
nGLE.rup Calc=W8 Housefaces: E 2015-
Oct-26 11.,0729 Page
I
wrightsoft Right-J® Worksheet
Enure House
DEL -AIR HEATING & AIR
531 COQISCO WAY, SANFORD, FL 32771 Phone' 40 aT12 65
NG
7 333-3853 Web: W W W,DEL-AIR.COM
Job: Lot23ThombrookStantonGLE
Date: 11 /8/12
By: GCR
1 Room name mstr w/c ms bth
2 Exposed wall 0 It 12.5 ft
3 Room height 9.3 ft heat/cool 9.3 ft heat/cool
4 Room dimensions 5.5 x 5.0 ft 1.0 x 172.5 ft
5 Room area 27.5 ft' 172.5 ft'
Ty Construction U-value Or HTM Area (ft') Load Area (w) Load
number Stuh/W-T) Btuh w) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/PIS Heat Cool Gross N/P/S Heat cool
6 t13A-2ocs 0.201 n 5,69 4,35 0 0 0 0 0 0 0 0
2A-2ov 0.340 n 9.62 10,28 0 0 0 0 0 0 0 0G'
13A-2ocs 0.201 e 5,69 4,35 0 0 0 0 0 0 0 0
10C-v 0.580 a 16.41 20.44 0 0 0 0 0 0 0 0
11 2A-20v 0.340 e 9.62 26.42 0 0 0 0 0 0 0 0
2A-2ov 0.340 e 9.62 26.42 0 0 0 0 0 0 0 0
2A-2ov
13A-2ocs
0.370
0,201
e
s
10A7
5.69
12.33
4.35
0
0
0
0
0
0
0
0
0
117
0
105
0
599
0
458
2A-2ov 0.340 s 9.62 10.52 0 0 0 0 11 10 109 120
2A-2ov 0.340 s 9.62 10.52 0 0 0 0 0 0 0 0
13A-2ocs
2A-2ov
0.201
0.340
w
w
5.69
9.62
4.35
28.79
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2ov 0.340 w 9.62 10.28 0 0 0 0 0 0 0 0
2A-2ovd 0,580 w 16.41 19.44 0 0 0 0 0 0 0 0
P 12B-0sw 0.097 2.75 1.74 0 0 0 0 0 0 0 0
11DO 0.390 n 11,04 11,99 0 0 0 0 0 0 0 0
C 166-30ad 0.032 0.91 1.74 28 28 25 48 173 173 156 299
F 22A-tp1 0.989 2T99 0,00 28 0 0 0 173 13 350 0
6 c)AED excursion 3 55
Envelope loss/gain 25 44 1214 823
12 a) Infiltration 0 0 231 72
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants Q 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 25 44 1446 894
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 Q
14 Subtotal 25 44 1446 894
151 Duct loads 1 33% 55% 8 24 33% 1 55% 482 489
Total room load 33 69 1928 1384
Air required (cfm) 2 3 89 57
M -
wrightSS ft' Right -Suite? Universal 2015 15.0.18 RSU08057
nbrookeStantonGLkLot23ThombrookeStantonGLE rup Calc= MJ8 House faces: E
2015-00-26 11 07:29
Page 2
wrightsoft, Right-M) Worksheet
Entire House
DEL -AIR HEATING &AIR
COqDITQN N
531 CODISCO WAY, SANFORD, FL 32771 Phone: 4 7-333-2 65 N07-333-3853 Web: WWW.DEL-AIR.CQM
Job: Lot23ThombrookStantonGLE
Date: 11/8112
By: GCR
1 Room name VIC bdrm 2
2 Exposed wall 0 ft 10.5 It
3 Room height 9.3 ft heat/cool 9.3 ft heat/cool
4 Room dimensions 3.5 x 12.5 ft 14.0 x 10.5 ft
5 Room area 43.8 ft' 147,0 ft'
Ty Construction
number
U-value
Btuh/ftl-'F)
Or HTM
Bt ft') I
Area (ft')
or perimeter (ft)
Load
El t h)
Area (ft')
I or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool
6 13A-2ocs
2A-2ov
I 3A-20cs
0.201
0,340
0.201
n
n
a
5.69
9.62
5,69
4.35
28
4.35
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11 14 10C-V
2A-2ov
0.5150
0.340
a
a
16.41
9.62
20.44
26.42
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2ov
2A-2ov
13A-2ocs
0,340
0.370
0.201
e
e
s
9.62
10.47
5.69
26.42
12.33
4.35
0
0
0
0
0
0
0
0
0
0
0
0
0
0
98
0
0
82
0
0
465
0
0
356
2A-2ov
2A-2ov
0-340
0.340
s
s
9.62
9.62
10.52
M52
0
0
0
0
0
0
0
0
0
16
0
14
0
156
0
170
13A-2ocs 0.201 w 5.69 4,35 0 0 0 0 0 0 0 0
2A-2ov 0340 w 9.62 28,79 0 0 0 0 0 0 0 0
2A-2ov 0.340 w 9.62 10.28 0 0 0 0 0 0 0 0
R
L--D
2A-2ovd
128-0sw
0.580
0.097
w 16,41
2.75
19,44
1,74
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11D0
1613-30ad
0.390
0.032
n 11.04
0,91
11.99
1.74
0
44
0
44
0
40
0
76
0
147
0
147
0
133
0
255C
F 22A-tpl 0.989 27,99 OM 44 0 0 0 147 11 294 0
6 c)AEO excursion 51 1 42
Envelope loss/gain 40 711 1048 740
12 a) Infiltration 0 0 194 60
b) Room ventilation 0 01 0 0
13 Internal gains: Occupants @ 230 0 01 0 0
Appliances/other 0 01
Subtotal (lines 6 to 13) 40 71 1242 8001
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 40 71 1242 800
151 Duct loads 1 33% 55% 13 39 33%1 550% 414 438
Total room load 53 109 1656 1237
Air required (cfm) 2 5 76 51
wrightsoft, Right -Suite@ Universal 2015 15,018 RSU08057
nbrookeStantonGL\Lot23ThombrookeStanionGLE.rup Calc=W8 House faces: E
2015-0cl-26 11:07:29
Page 3
wrightsoft Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CQNDITIgNtNC531CODISCOWAY, SANFORD, FL 32771 Phone:407.333-2 65 ax: 01-333-3853 Web: W W W.DEL-AIR.COM
Job: Lot23ThombrookStantonGLE
Date: 11/8/12
By: GGR
1 Room name bth 2 bdrm 3
2 Exposed wall 0 ft 10.5 ft
3 Room height 9.3 ft heat/coot 9.3 ft heat/cool
4 Room dimensions 5.5 x 8.0 ft 14.0 x 10.5 ft
5 Room area 44.0 ft' 147.0 ft'
Ty Construction U-value Or HTM Area (ft') Load Area (fe) Load
number Btuh/ft''F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 13A-2ocs 0.201 n 5,69 4.35 0 0 0 0 0 0 0 0
2A-2ov 0.340 n 9.62 10.28 0 0 0 0 0 0 0 0
13A-2ocs 0.201 e 5.69 4.35 0 0 0 0 0 0 0 0
1oC-v 0.580 e 16.41 20.44 0 0 0 0 0 0 0 0
11 2A-2ov 0.340 e 9.62 26.42 0 0 0 0 0 0 0 0
2A-2ov 0,340 e 9.62 26.42 0 0 0 0 0 0 0 0
2A-2ov 0,370 e 10.47 12,33 0 0 0 0 0 0 0 0
13A-2ocs 0.201 s 5.69 4,35 0 0 0 0 98 82 465 356
2A-2ov 0.340 s 9.62 10.52 0 0 0 0 0 0 0 0
2A-2ov 0.340 s 9.62 10,52 0 0 0 0 16 14 156 170
13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0
2A-2ov 0.340 w 9.62 28,79 0 0 0 0 0 0 0 0
2A-2ov 0.340 w 9.62 10,28 0 0 0 0 0 0 0 0
2A-2ovd 0.580 w 16,41 19A4 0 0 0 0 0 0 0 0
P
1-07
12B-Osw 0.097 2.75 1.74 0 0 0 0 131 131 359 227
11D0 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.91 1,74 44 44 40 76 147 147 133 255
F 22A-tpl 0.989 27.99 OM 44 0 0 0 147 11 294 0
6 c)AED excursion 5 58
Envelope loss/gain 40 71 1407 951
12 a) Infiltration 0 0 194 60
b) Room ventilation 0 0 0 0
13 Interned gains: Occupants Q 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 40 71 1601 1011
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 40 71 1601 1011
15 Duct loads 1 33% 55% 13 39 33% 55% 534 554
Total room load 53 110 2135 1565
Air required (cfm) 2 5 98 65
wrightsa t- Right-SUiteO Universal 2015 15.0.18 RSU08057
nbrookeStantonGLV ot23ThornbrookeStantonGLE.rup Calc = W8 House faces: E
2015-00-26 11:07:29
Page 4
wrightsoft, Right-J@ Worksheet Job: LoMThombrookStantonGLE
Entire House
Date: 11/8/12
By: GCR
DEL -AIR HEATING &AIR
NGlN531CODISCOWAY, SANFORD, FL32771 PCONP,ITIhone: 40 -333-2 65 ax: 407-333-3853 Web: WWW.DEL-AIR.COM
I Room name laundry family
2 Exposed wall 0 ft 36.5 ft
3 Room height 9.3 ft heat/cool 10.5 ft heat/cool
4 Room dimensions 6.6 x 6.6 ft 1.0 x 299.0 It
5 Room area 43.3 ft2 299.0 ft'
Ty Construction U-value Or HTM Area (w) Load Area (fe) Load
number Stuh/ftl-'F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Stub)
Heat Cool Gross NIM Heat Cod Gross N/PIS Heat cool
6 VL 13A-2ocs O 201 n 5.69 4,35 0 0 0 0 131 131 743 W
G 2A-2ov 0.340 n 9.62 10.28 0 0 0 0 0 0 0 0
I 3A-2ocs 0.201 e 5,69 4,35 0 0 0 0 0 0 0 0
10C-v 0.580 e 16,41 20.44 0 0 0 0 0 0 0 0
11 2A.2ov 0.340 e 9,62 26,42 0 0 0 0 0 0 0 0
2A-2ov 0,340 e 9.62 26.42 0 0 0 0 0 0 0 0
2A-2ov 0.370 a 10,47 12.33 0 0 0 0 0 0 0 0
13A-2ocs 0.201 s 5.69 4,35 0 0 0 0 0 0 0 0
T= 2A-2ov 0.340 s 9,62 10.52 0 0 0 0 0 0 0 0
2A-2ov 0,340 s 9.62 10.52 0 0 0 0 0 0 0 0
13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 210 122 692 5130
2A-2ov 0.340 w 9.62 28.79 0 0 0 0 0 0 0 0
2A-2ov 0.340 w 9.62 10.28 0 0 0 0 16 16 156 166
R
2A-2ovd
12B-Osw
0.580
0,097
w 16,41
2.75
19.44
1.74
0
61
0
43
0
118
0
75
72
0
64
0
1182
0
1400
0
11DO 0.390 n 11.04 11.99 18 18 1% 213 0 0 0 0
C 166 -30ad 0M2 0,91 1.74 42 42 38 73 325 325 294 564
F 22A-tpl 0.989 27.99 0.00 42 0 0 0 299 37 1022 0
6 c) A ED excursion 68 1611
Envelope loss/gain 352 293 4089 4840
12 a) Infiltration 0 0 675 209
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 3 690
Appliances/other 600 0
Subtotal (lines 6 to 13) 352 893 4764 5738
Less external load 0 0 0 0
Less transfer 0 0 0 0
RedistAbution 0 0 0 0
14 Subtotal 352 893 4764 5738
15 Duct loads 33% 55% 117 489 3 .1 551/o 1589 3142
Total room load 470 1382 6353 8880
Air required (cfm) I 1 1 22 57 1 2931 3691
CA to meet
wrightsoft, Right-Sui" Universal 2015 15.0,18 RSLI08057
nbrookeStantonGLkLot23Thornbrooke,9tantonGLE.rup Calc=W8 House (aces: E
2015-Oct-26 11:07:29
Page 5
wrihtsoft, Right-J® Worksheet
Entire House
DEL-nnAIR HEATING & AIR
CITI531CODISCOWAY, SANFORD, FL 32771 Ph nne::440a 333-2t 65 ax:907 333-3853 Web: W W W.DEL-AIR.COM
Job: Lot23Thom brookStantonG LE
Date: 11/8(12
By: GCR
1 Room name kitchen brkfst
2 Exposed wall 11.5 It 9.0 ft
3 Room height 10.5 ft heat/cool 10.5 ft heat/cool
4 Room dimensions 20.5 x 11.5 it 1.0 x 218.8 it
5 Room area 235.8 ft' 218.8 ft'
Ty Construction U-value Or HTM Area (ft') Load Area (ftx) Load
number Btuh/ftl-'F) Stuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 yf 13A-2ocs 0.201 n 5.69 4.35 107 107 608 465 84 52 293 225
L-fix 2A-2ov 0.340 n 9.62 10,28 0 0 0 0 32 0 312 333
13A-2ocs 0.201 e 5.69 4.35 0 0 0 0 0 0 0 0
10C-v 0.580 a 16A1 20.44 0 0 0 0 0 0 0 0
11 2A-2ov 0.340 e 9.62 26.42 0 0 0 0 0 0 0 0
2A-2ov
2A-2ov
0,340
0.370
0.201
e
e
s
9.62
10A7
5.69
26.42
12.33
4.35
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
ti13A-
2ocs
2A-2ov 0,340 s 9,62 10.52 0 0 0 0 0 0 0 0
2A-2ov 0,340 s 9.62 52 0 0 0 0 0 0 0 0
13A-2ocs 0,201 w 5.69 4.35 0 0 0 0 0 0 0 0
2A-2ov
2A-2ov
0.340
0.340
w
w
9.62
9.62
28.79
10.28
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2ovd 0,580 w 16.41 19.44 0 0 0 0 0 0 0 0
P 12B-Osw 0.097 2.75 1.74 0 0 0 0 0 0 0 0
11 DO 0,390 n 11.04 11.99 0 0 0 0 0 0 0 0
c 16B-30ad 0.032 0.91 1.74 256 256 232 445 238 238 215 413
F 22A-tpl 0.989 27.99 0,00 236 12 322 0 219 9 252 0
6 c)AE0 excursion 154 72
Envelope loss/gain 1162 756 1072 898
12 a) Infiltration 212 66 167 51
b) Room ventilation 0 0 0 0
13 internal gains: Occupants @ 230 0 0 0 0
Appliances/other 12001 0
Subtotal (lines 6 to 13) 1374 2022 1239 949
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1374 2022 1239 949
15 Duct loads 330% 551% 458 1107 33% 55% 413 520
Total room load 1833 3129 1652 14 99
Air required (cfm) 84 130 76 61
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wwrightSaf ' Right-SWe(& Universal 2015 15.0.18 RSU08057
2015 OcX-2611Page 6
nbrookeStantonGLtLot23ThornbrookeStantonGLE rup Calc = W8 House faces: E
g
wrightsof , Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
Nt531CODISCOWAY, SANFORD,FL32771PCQNDIT12665 N:407333-3853 Web:WWW.DEL-AIR.COM Job:
LoMThombrookStantonGLE Date:
1118/12 By:
GCR 1
Room name dining den 2
Exposed wall 17.5 ft 32.0 ft 3
Room height 9.3 ft heat/cool 9.3 ft heat/cool 4
Roam dimensions 1.0 x 263.3 It 13.5 x 12.5 ft 5
Room area 263.3 ft' 168.8 ft' TY
Construction U-value Or HTM Area (ft') Load Area (ft') Load number
Btuh/ftl- °F) at MI) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
VN 13A-2ocs 2A-
2ov 0.
201 0.
340 n
n
5.
69 9.
62 4.
35 10,
28 107
32
75
0
426
312
326
333
117
0
117
0
663
0
508
0
13A-
20cs 0,201 e 5.69 4,35 56 19 107 82 126 87 497 380 10C-
v 0.580 a 16.41 20.44 24 12 394 491 0 0 0 0 11
2A-2ov 0.340 e 9.62 26.42 0 0 0 0 19 0 185 509 2A-
2ov 2A-
2ov 13A-
2ocs 0.
340 0.
370 0.
201 e
e
s
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62 10,
47 5.
69 26.
42 12.
33 4.
35 0
13
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138
0
0
163
0
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0
0
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185
0
318
509
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244
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62 10.
52 10.
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62 9.
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79 10.
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211
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91 11.
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258
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495
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191
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22A-tpl 0.989 27.99 0,00 263 18 490 0 169 32 896 0 6
c)AE1:;) excursion 172 148 Envelope
loss/gain 2458 1928 2918 2629 12
a) Infiltration 324 100 592 183 b)
Roam ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 1 230 0 0 Appliances/
other 0 0 Subtotal (
lines 6 to 13) 2782 2259 3510 2812 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 2782 2259 3510 2812 1151
Duct loads 1 33% 55% 928 1237 33% 55% 1171 1539 Taal
room load 3709 3495 4681 4351 Air
required (cfm) 1 171 145 1 216 181 wrllghtSOft-
Right-SuiteO Universal 2015 15.018 RSU08057 nbrookeStantonGL\
Lot23ThornbrookeStantonGLE.rup Calc= W8 House faces: E 2015-
Oct-26 11:07 29 Page
7
wrightsoft, Duct System Summary
Entire House
DEL -AIR HEATING &AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407-333-3853 Web. WWWOEL-AIR.COM
For: Taylor Morrison
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0,40 in H2O
0.06 in H2O
0.34 in H2O
OA70 / 0A70 in H2O
0.228 in/ 1 00ft
1400 cfm
Job: Lot23ThombrookStanto
Date: 11/8/12
By: GCR
Cooling
0.40 in H2O
OM in H2O
034 in H2O
0.170 / 0.170 in H2O
0.228 in/100ft
1400 cfm
149 ft
Name
Design
6tuh)
Htg
cfm)
Clg
cfm)
Design
FIR
Diarn
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Eqv
Ln (ft) Trunk
bdrm 2 h 1656 76 51 0,312 6.0 Ox 0 VlFx 24,O 85.0 SO
bdrm 3 h 2135 98 65 O.293 6,0 Ox 0 VlFx 31.2 85.0 stl
brMt h 1652 76 61 O.307 6.O Ox 0 VlFx 25.9 85.0 stl
bth 2 c 110 2 5 0.339 4.0 Ox 0 VlFx 15.3 85.0 SO
den h 4681 216 181 0.228 8.0 Ox 0 VlFx 49.1 1WO st2
dining h 3709 171 145 OM6 7.0 Ox 0 VlFx 44.1 100.0 st2
family c 4440 146 184 0.319 7.0 Ox 0 VlFx 21.7 85A SO
family -A c 4440 146 184 O.302 7.0 Ox 0 VlFx 27.6 85.0 stl
kitchen c 3129 84 130 0.316 6.0 Ox 0 VlFx 22.7 85.0 SO
laundry c 1382 22 57 0.303 4.0 Ox 0 VlFx 2T 1 85.0 SO
msbth h 1928 89 57 0.318 6.0 Ox 0 VlFx 22.0 85.0 stl
mssuite c 6520 269 271 0.291 9.0 Ox 0 VlFx 31.8 85.0 SO
mstr W/c c 69 2 3 0.316 4.0 Ox 0 VlFx 22.6 85.0 SO
we c 109 2 5 OM5 4.0 Ox 0 VlFx 16.4 85.0 SO
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FIR fpm) in) in) Material Trunk
SO Peak AVF 1400 1400 0.228 642 20.0 0 X 0 VinlFix
st2 Peak AVF 387 326 0.228 492 12.0 0 X 0 VinlF1x SO
2015-Oct-26 11:07:30
wrightsoft' Right -Suite@ Universal 2015 15,018 RSU08057 Page 1
AM ...rlbrookeStantonGL:Cot23ThornbrookeStantonGLE.rup Calc=MJ8 Houselaces: E
Name
Grill
Size (in)
Htg
cfm)
CIg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb1 Ox 0 1400 1400 0 0 0 0 Ox 0 VIFx
2015-Oct-26 11,,07:30
wrightsoft Pight-S.ilat Universal 2015 15,018 RSU08057 Page 2
ACCK ..,nbrookeStantonGLIot23ThornbrookeStantonGLE.rup Calc = " House faces: E
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Prescriptive and Performance Method
Project Name: Lot23ThornbrookeStantonGLE Builder Name: Taylor Morrison
Street: Permit Office:
City, State, Zip: FL , Permit Number:
Design Location: FL, Orlando Jurisdiction:
Envelope Leakage Test Results
Regression Data:
C: n: R:
Single or Multi Point Test Data
HOUSE PRESSURE
Leakage Characteristics
CFM(50):
FLOW:
ELA:
EqLA:
ACH:
ACH(50):
SLA:
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in
Climate Zones I and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches
w.g, (50 Pascals). Where required by the code official, testing shall be conducted by 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
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
SIGNATURE:
PRINTED NAME:
DATE:
Where required by the code official,
testing shall be conducted by 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:
10/26/2015 11:27 AM EnergyGaugeO USA - FlaRes2014 - Section R405*1 Compliant Software Page 1 of 1
FORM R405-2014
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Form R405 Duct Leakage Test Report
Performance Method
Project Name: Lot23ThornbrookeStantonGLE Builder Name: Taylor Morrison
Street: Permit Office:
City, State, Zip: FL , Permit Number:
Design Location: FL, Orlando Jurisdiction:
I
Duct Test Time: Post Construction
Duct Leakage Test Results
CFM25 Duct Leakage Test Values
Line System Outside Duct Leakage
1 System 1 cfm25(Out)
2 System 2 cfm25(Out)
3 System 3 cfm25(Out)
4 System 4 cfm25(Out)
5 Total House Sum lines 1-4
Duct System
Divide by
Leakage (
Total Conditioned Floor Area)
Qn,Out)
I hereby certify that the above duct testing
performance results demonstrate compliance
with the Florida Energy Code requirements in
accordance with Section R403.2.2.
SIGNATURE:
PRINTED NAME:
DATE:
Duct tightness shall be verified by
testing to Section 803 of the RESNET
Standards by an energy rater certified
in accordance with Section 553,99,
Florida Statutes.
BUILDING OFFICIAL:
DATE:
10/26/2015 11:27 AM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Compliant So Page 1 of 1
FORM R405-2014
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the
residential Simulated Performance method shall include
0 This checklist
0 A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code, This form shall include a summary page
indicating home address, e-ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (1 page) and an input summary checklist that can
be used for field verification (usually 4 pages/may be greater).
0 Energy Performance Level (EPQ Display Card (one page)
0 Mandatory Requirements(three pages)
Required prior to CO for the Performance Method.
0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
0 A completed Envelope Leakage Test Report(usually one page)
13 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
10/26/2015 11:26:38 AM
EnergyGaugeV - USRFSB v4.0
Page 1 of 1
FORM 14
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot23ThornbrookeStantonGLE Builder Name: Taylor Morrison
Street: Permit Office:
City, State, Zip: FL , Permit Number:
Owner: Jurisdiction:
Design Location: FL, Orlando
CRITERIA CHECKCOMPONENT
Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope.
Exterior thermal envelope contains a continuous barrier.
Breaks or joints in the air barrier shall be sealed,
Air -permeable insulation shall not be used as a sealing material.
Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the
insulation and any gaps in the air barrier shall be sealed.
Access openings, drop down stairs or knee wall doors to unconditioned attic
spaces shall be sealed.
Corners and headers shall be insulated and the junction of the foundation
Walls and sill plate shall be sealed,
The junction of the top plate and the top or exterior walls shall be sealed.
Exterior thermal envelope insulation for framed walls shall be installed in
substantial contact and continuous alignment with the air barrier.
Knee walls shall be sealed,
Windows, skylights and doors The space between window/door jambs and framing and skylights and
framing shall be sealed,
Rim joists Rim joists are insulated and include an air barrier.
Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside of
and cantilevered floors) subfloor decking.
The air barrier shall be installed at any exposed edge of insulation.
Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently
attached to the crawlspace walls.
Exposed earth in unvented crawl spaces shall be covered with a Class I
vapor retarder with overlapping joints taped.
Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or
unconditioned space shall be sealed.
Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by
insulation that on installation readily conforms to the available cavity
Garage separation Air sealing shall be provided between the garage and conditioned spaces.
Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air
tight, IC rated, and sealed to the drywall.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in
exterior walls, or insulation that on installation readily conforms to available
space shall extend behind piping and wiring.
Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air
barrier installed separating them from the showers and tubs.
Electrical/phone box on The air barrier shall be installed behind electrical or communication 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.
Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have
gasketed doors
10/2612015 11:27 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1
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IV. S( ) T H.l. S 11 4801
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rz
TAYLOR MO RRISON
THORNBROOKE S.F.
LOT 23: STANTON
WITH OPTIONAL LAUNDRY TUB
Builders RECORD COPY
FirstSource
11501 Ryland Court
Orlando, FL 32824
Model: Stanton
Builders FirstSource Job 9: 732627
Lot: 23
Subdivision: Thombrooke
County:
Building Code: FBC2014frPI2007
Computer Program Used:
Truss Design Information: Gravity Loads Wind
Roof: 40 pst Total Wind Standard: ASCE 7-10
Floor: 55 psf Total Wind Speed: 139 Mph
Mean Roof lit: 25 It
Note: Refer to individual truss design drawings for special loading conditions,
design criteria, truss geometry, lumber, and plate information.
Design Professional Information:
Design Professional Of Record:
Deleeated Truss Enaineer: Robert W. Wall 24710 SR54 Lutz, Florida 33559
This truss specification package consists of this index sheet and 35 truss design drawings -S A N
This signed and scaled index sheet indicates acceptance ofmy professional engineering
responsibility solely for listed truss design drawings Fhe suitability and use of each truss
component',for any particular building is the responsibility of the building designer per
1,11L
Truss Truss Drawing I Seal Truss I Truss DrawingIBabel # Date I I' # Label #
1
Exposure: B
License #
License #
Seal TrussI Truss Drawing I Seal
Date I I- # Label N Date
Page 1 of 1 0 Builders FirstSource, Inc 2002
10
Job Truss Truss I ype City P!Y
H3494393
MASHER Hoot Dwqonai Hp Girder
Job Reference (optional)
Fi,srSou.QeAa,,pa, Plant City, Flowia 33566 tATek Industries, Im, W11 Dec 14 10:29 2,3 201 11AQ l
I0At0NGK8e,njVq,'aD01_X; lbyS[)6M-s JVEHidbUfivli(06gfq8cActK92Httt5OKy8lFwUJ6 2 q
1-50 6 ?-11 9-95
1-50 6 2 11 3-6-9
2A Scale, 1 :21.7
4
2A
4 2412 3
rn
W2
wl
31
3x6
6x8 9-
9-5 9-
9-5 LOADING (
pst) SPACING- 2-0-0 CS1. DEFT... in loc) Udell L/d PLATES GRIP TCLL
20.0 Plate Grip DOL 1,25 TC 0.59 Vert(-L) -0,17 5 8 >697 240 MT20 244/190 TGDL
10,0 Lumber DOL 125 BC 0,83 Vert(TL) -0,51 5-8 >228 180 BCLL
0.0 Rep Stress Incr NO WB 0.19 Iiorz(TL,) 0.01 5 n/a n/a BCDL
10.0 Code FBC2014ITP12007 (Matrix-M) Weight: 43 lb FT = 20% LUMBER-
BRACING- TOPCHORD
20 SP No,2 TOP CHORD Struclurat wood sheathing directly applied or 5-3-13 oc purtins, except BOT CHORD
2x4 SP No,2 end verticals. WEBS 2x4
SP No,3 BOT CHORD Rigid ceiling directly applied or 10 0-0 oc bracing. MiTek recommends
that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS. ftb/
size) 2=427/0-10-15 (min. 0- 1 -8). 5=599/Mechanical Max Herz
2=217(LC 4) Max Uplitt2=-
11 I(_C 4), 5=-253(LC 8) FORCES. (lb) - Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-
3=-1080(145 ROT CHORD 2-
5=-293/1204 WEBS 3-5=-
530/351 NOTES- (8-11)
1) Wind: ASCE
7-10; Vult= 1 39mph (3-second gust) Vasd= 1 08mph: TCD1-4.2psf; BCDL=6.0psf, ' h=251-1 ' Cat. It; Exp B, Encl., GCpi---O 18: MWFRS (envelope) gable
end zone; cantilever left and right exposed ' Lumber DOL=1.60 plate grip DOL=1.60 2) This truss
has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss
has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members, 4) Refer to
girder(s) for truss to truss connections, 5) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2= 111, 5=253. 6) "
Semi -rigid
pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 7) In the
LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) of back (8). 8) NOTE: Refer
to the attached Trussway Notes, Appendices and T-1 sheet for more information, 9) NOTE: All
truss and component designs utilize manufacturer published connector design values and rules -writing grading agency published lumber design
values all in accordance with truss design software requirements and the applicable edition of ANSI/TPI 1. Where Southern Pine
lumber is specified, Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber and its provisions and appendices
shall apply. 10) NOTE: The
design of this truss has accounted for the Section 903.3.1 (international Building Code (IBC)) and NFPA 13, NFIPA 13R V111 N FPA 13
D code compliance requirements for the 250-1 b installer load plus water filled pipe (up to 50- lb) non -concurrent urent with other10 loads, 11) NOTE:
The
seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design,' shown, LOAD CASE(
S)
Standard 1) Dead + Root
Live (balanced): Lumber lncrease,1,25, Plate Increase=1.25 SlAtE OF Uniform Loads (pit)
00 .Cc, ORIDit, Vert: 1-2=-
60 10, fo NAl. Continued
on page
2 Vints"40% 0
Robert W. Wall,
IT" 46021 24710 State Road
54 Lutz, F1 33559 12/15/2015
Job -Triiss Trkiss Type 01Y Ply
Ik
H3494393
MASMH HHOI Diagonal Hip Gircje, I ()Or
Job Reference (optional)
Bkokle,s 1-,,svSowce, Tampa, PlaN C.1y, Florida 33566 1610 -, Jan 29 2015 Wei, lod("'Imn' 1" NA"o Dec 14 10 29 23 201 2
ID Al0NcK8e(njVg7aD0[,XIDl iBySD6M st)VEtil(IbUriv[flO6gfq8cA(K)21iiiil Oc, Kv8lFwb'2y;KA- LOAD
CASE(S) Standard Trapezoidal
Loads (plf) Vert:
2,0(F=30, 13-30)-Io-4- 147(F---43, Bz, 43), 6=0(F 7 10, 13=10)-to-5= 49(F-- 14, B, - 14) Robert
W. Wall, PE 46021 24710
State Road 54 Lutz, Fl 33559 12/15/2015
Job Truss Truss Type ,may ply
MASTER J0 I Jack Op n Tmsr, r 1 002
Job Refewnce optional)
Bwde,, FostSo,,,C4, Tampa. Nam Gliy, Florida 33566 7 G ' 1,A Doc 14 10 29 n 2015 PaQe
ID:AtONcK8enilVq7aDOLXIDFiBySD6M-sLJVE[ildbUnvHI06gfq8c,AeKFiAI izz0W,,,,81FwUG2y95A(j
1-0-0 0 10-15
1-0-0 0 10-15
LOADING (pst) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOE 1.25
TCDL 10,0 Lumber DOL 1,25
BGLL 0.0 Rep Stress Incr YES
BCDL Mo Code FBC2014rTP12007
LUMBER -
TOP CHORD 2X4 SP No.2
BOT CHORD 20 SP No.2
S"Ale - 1 6 /
0-10-15
0-10-15
C% DEFL. in (loc) Well Lid PLATES GRIP
TC 0.07 Veri(LL) -0.00 7 >999 240 MT20 244/190
BC OV Veri(TL) 0,00 7 >999 180
W B 000 Horz(TL) -OM 2 n/a n/a
Matrix-M) Weight: 5 lb FT _ 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 0- 10- 15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide
REACTIONS. (lb/size) 2= 123/0-8-0 (min. 0- 1 -8), 4= 1 /Mechanical, 3=9/Mechanical
Max Herz 2=39([_C 12)
Max UpIif12=-48(LC 12),3=-13(1-C 12)
Max Grav 2= 123(LC 1), 4= 1 O(LC 3), 3=9(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (7-10)
1) Wind: ASCE 7-10, Vult-139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0psf, h=250, Cat. III Exp B, Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Interior(1) zone: cantilever left and right exposed ;C-C for members and forces & MWFRS
for reactions shown, Lumber DOL= 1.60 plate grip DOL=1,60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections,
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3.
6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
7) NOTE: Refer to the attached Trussway Notes, Appendices and T- I sheet for more information.
8) NOTE: All truss and component designs utilize manufacturer published connector design values and rules -writing grading agency
published lumber design values all in accordance with truss design software requirements and the applicable edition of ANSVTPI 1.
Where Southern Pine lumber is specified, Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber and its
provisions and appendices shall apply.
9) NOTE: The design of this truss has accounted for the Section 903,3.1 (international Building Code (IBC)) and NFPA 13, NFPA 13R or
NFPA 13D code compliance requirements for the 250-lb installer load plus water filled pipe (up to 50-1b) non -concurrent with other live
loads,
10) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design
shown. ,?
j W
LOAD CASE(S) Standard
S'AtE OF
I* x, ORO`
Robert W. Wall, PF. 46021
24710 State Road 54 Lutz, FI 33559 12/15/2015
b Tmss Twss Type Oly Ply
MA, R IJ02 '.Jack -Open T,,,s,s 1 1 003
Job Reference (optional)
Tm,,pa, Plai,Z Cay, Fkxda 33566 7 610 S Jai 29 2015 MTek lridustrics, Inc, Wii Dec 14 10129 "O'S P1 C 1
ID:At0NcK8ernIVq7aD0I, XrDH6ySD6M FAJVEI lldt)UnvHl()6qfq8cAeK iWily',OM 81FtJ 2YAq
I 0_6 2 10-15
1 0-0 2-10-15
Scale = 1, 11 7
3
6.00 12
Ti
Bi
4
2x4
2-10-15
2 10-15
LOADING (pst) SPACING- 2-0-0 CS1. DEFL, in loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0A1 Vert(LL) -0.00 2-4 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0,07 Ver-ftTL) -0,01 2-4 >999 180
BCLL 0,0 Rep Stress Incr YES WB O.00 Horz(11) -0,00 3 n/a nia
BCDL 10,0 Code FBC2014iTP12007 Matrix) Weight: 11 lb FT -- 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 2 10-15 oc PUrlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing,
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=54/Mechanical, 2=202/0-8-0 (min. 0- 1 8), 4=25/Mechanical
Max Herz 2=82(LC 12)
Max Uplift3=-52(I-C 12), 2=-62(1_C 12)
Max Grav3=54(LC 1), 2=202(LC 1), 4 50(1_C 3)
FORCES. (lb) - Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown,
NOTES- (7-10)
1) Wind: ASCE 7-10, Vult=139mph (3-second gust) Vasd=108mph, TCDL=4,2psf; BCDL=6,Opsf, h=25ft, Cat, 11, Exp B: Encl., GCpi=0.18:
MWFRS (envelope) gable end zone and C-C interior(1) zone, cantilever left and right exposed C-C for members and forces & MWFRS
for reactions shown: Lumber DOL=11.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2,
6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss,
7) NOTE: Refer to the attached Trussway Notes, Appendices and T- I sheet for more information.
8) NOTE: All truss and component designs utilize manufacturer published connector design values and rules -writing grading agency
published lumber design values all in accordance with truss design software requirements and the applicable edition of ANSI/TPI 1,
Where Southern Pine lumber is specified, Supplement No, 13 to the 2002 Standard Grading Rules for Southern Pine Lumber and its
provisions and appendices shall apply.
9) NOTE: The design of this truss has accounted for the Section 903.3.1 (international Building Code (IBC)) and NFPA 13, NFPA 13R or
NFPA 13D rode compliance requirements for the 250-lb installer load plus water filled pipe (up to 50 lb) non -concurrent with other live
loads.
10) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design
shown.
LOAD CASE(S) Standard Wo
SIAIE OF
N A L
Robert W. Wall, PE. 46021
24710 State Road 54 Lutz, Fl 33559 12/15/2015
Job Truss TrussType. City Ply
H3444010
MASTER 303 Jack -Open Truss 1 1 004
Jot) Reference (optional)
Hu triers F.,stSwiwel Tampa. Plant 01y, Floodi 33',66 07 610 s Jan 29 2015 WE* IW.srms 41c ktml D C 14 10 "1' '14 201' P I
ID.At0NcK8emjVg7aD LXlDHBySMM Kh3cVeeDF518vYtitGYg,lrtOth(T7'4x,( VYXS,JP6V410
1 0-0 4-10 15
1-0-0 4-10 1 b
Scale = 1,16,5
3
6,00 12
6V
T1
2
131
4
20
4-10-15
4-10-45
LOADING (pst) SPACING- 20-0 CS1. DEFL. in loc) Well Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 033 Vert(LL) -0.02 2-4 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1,25 BC 025 Ver1(TL) 0,06 2-4 >869 180
BCLL 0,0 Rep Stress Incr YES W6 0,00 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBG2014ITP12007 (Matrix) Weight: 17 lb FT -- 20%
LUMBER- BRACING
TOP CHORD 20 SP No,2 TOP CHORD Structural wood sheathing directly applied or 4 10-15 oc purlins.
BOT CHORD 2x4 SP No.2 BOTGHORD Rigid ceiling directly applied or 10 0-0 oc bracing.
MrTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide,
REACTIONS. (lb/size) 3=124/lvlechanical,2=272/0-8-0 (min. 0-1-8),4=45/lvlechanical
Max Herz 2= 1 26(LC 12)
Max Uplih3---104(LG 12), 2=-70(LC 12)
Max Grav3=124(LC 1), 2=272([_C 1), 4=90(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (7-10)
1) Wind: ASCE 7-10, Vult= 1 39mph (3-second gust) Vasd= I 08mph: TCDL=4,2psf ' BCDL=6.Opst h=2511 Cat. It Exp B; Encl., GCpi=o. 18,
MWFRS (envelope) gable end zone and C-C Interior(1) zone; cantilever Jett and right exposed:C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=11.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joint(s) 2 except (jt=lb) 3=1 04,
6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
7) NOTE: Refer to the attached Trussway Notes, Appendices and T- I sheet for more information.
8) NOTE: All truss and component designs utilize manufacturer published connector design values and rules -writing grading agency
published lumber design values all in accordance with truss design software requirements and the applicable edition of ANSI/`TPI 1,
Where Southern Pine lumber is specified, Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber and its
provisions and appendices shall apply.
9) NOTE: The design of this truss has accounted for the Section 9033.1 (International Building Code (IBC)) and NFPA 13, NFPA 13R or
NFPA 13D code compliance requirements for the 250-lb installer load plus water filled pipe (up to 50-1b) non -concurrent with other live
loads.
10) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design
shown,
LOAD CASE(S) Standard
C, E
SIATE OF
Robert W. Wall, PE 46021
24710 State Road 54 Lutz, F1 33559 12/15/2015
job Truss Truss Type Oty P!y
f1344401 1
MAS I L R J04 JACK OPEN TRUSS L1 1 005
Job Refe,,ncp toptlo(Ial)
Bwkfe,s r,lstSowce, Tay 1pa, Malt CRy Floldl 33566 7 (10 Iv, rAek h,dusl,,es, Inc_ Mu,, Dec 14 10 29 24 2015 P.11 ID
A10NcKJ3e;njV( GY7 HX g 5A( 1
0-0 70-0 j7aD0[.
X1t')Hl3vSD6k1 K!,3cVeeD1 5!8vYh[CYqrj11J1h1 P6 v 0VX 1
0-0 7-0-0 Seale -
1 21A 3
7-
0-0 70-
0 Plate
Offsets (X,Y)- [2:0-0 8.Edgej LOADING (
psf) SPACING- 20-0 CS1, DEFL. in loc) Wert 1-fd PLATES GRIP TCLL
2110 Plate Grip DOL 1.25 TC 0,66 Vert(LL) 0,09 2-4 >854 240 MT20 244/190 TCDL
10,0 Lumber DOL 125 BC 0.50 Vert(TL) -0,25 2 4 >316 180 BCLL
0.0 Rep Stress Incr YES W8 0,00 Horz(TL) 0,00 3 n/a nia BCDL
10.0 Code FBC2014/TP12007 Matrix) Weight: 24 lb FT = 20% LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT
CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek
recommends that Stabilizers and required cross bracing be
installed during truss erection. in accordance with Stabilizer Installation
guide. REACTIONS. (
lb/size) 3=176/Mechanical,2=35210-8-0 (min. 0-1-8),4=80/Mechanical Max
Herz 2= 1 72(LC 12) Max
Uplift3=131 (LC 12), 2= -81 (LC 12) Max
Gray 3.- 1 76(LC 1), 2=352(LC 1), 4-124(LC 3) FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (
7-10) 1)
Wind: ASCE 7-10: Vull=139reph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.0psf; h=251`t: Cat. 11; Exp B: Encl., GCpi=0,18; MWFRS (
envelope) gable end zone and C-C Interior(l) zone: cantilever left and right exposed ;C C for members and forces & MWFRS for
reactions shown, Lumber DOL=1,60 plate grip DOL=1.60 2)
This truss has been designed for a 10.0 pst behorn chord live load nonconcurrent with any other live loads. 3) *
This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members. 4)
Refer to girder(s) for truss to truss connections. 5)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jtIb) 3-11311. 6) "Semi -
rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) NOTE:
Refer to the attached Trussway Notes, Appendices and T-1 sheet for more information, 8) NOTE:
All truss and component designs utilize manufacturer published connector design values and rules -writing grading agency published lumber
design values all in accordance with truss design software requirements and the applicable edition of ANSIITPI 1. Where Southern
Pine lumber is specified, Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber and its provisions and
appendices shall apply. 9) NOTE:
The design of this truss has accounted for the Section 903,3.1 (international Building Code (IBC)) and NFPA 13, NFPA 13R of NFPA 13D
code compliance requirements for the 250-lb installer load plus water tilled pipe (up to 50-1b) non -concurrent with other live loads. 0440011,
111#04" 10) NOTE:
The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component clesiv-1,1, liPkTshown. LOAD
CASE(
S) Standard SIATE OF
0 01
0#......... Robert
W.
Wall, IT 46021 24710 State
Road 54 Lutz, F1 33559 12/15/2015
Intl Truss Truss Type City Ply
3 00jo6b Reference (oplional)
FifstSoLirce, Tanva, Haw City, Florida 33566 1 610 s Jan 29 20B15 WekMwKqTlnd,,Stres Moo O,c 14 10 2) 26 20 15 Pe I 111c - o,,
kjots lDArONcK8e(
njVq7aD0L I iBySOCM-G3riitFis9srFKzJoGykPLJ,iiii)bOAa X107C 98INy j9uAd 1
0 0 700 900 13 G 13 18 7 12 19 9 821 10 11, 25 1 10 , 2864 1 31-0-0 352 1 400,J 4100 100
700 200 4.613 50-15 1112 2 1 3 3 2 is 3411 2 5 12 4221 4 9 15 1 ori Seale -
1 67.8 6x8
4x10
2x4 400 6x8 4
5 6 7 8 9 10 11 6,
00 12 3x4 12 1`3 - 3
yv6W8 W9 WS W9 vM W9 W10 2x4 Wit
64
12 o
TI W3 W4 W583 VVIZ T4 Vvi
W2 VV7 18 17 16 85 w 8x106X8
13 cv 12
81 B2 15
44
625
31 24 23 22
32 21 20 2.
96 12 2x4
4x10 r 3x4 400
7-
0-0 9-0-0 13-6-13 18-7 12 19-9 821 10 11 25 1-10 , 2864 . 310-0 132 5 1',, 40-00 7-
0-0 2-0-0 4613 5-0-15 1112 213 3215 3411 2512 1 S 15 761 Plate
Offsets (X,Y [4:0-4-0,0-1 15], [5:0-3-8.0-2-0], [11:0-4-0,0-1 15], [16:0-4-0,0-4-41, [19:0 -3-12, Edge], [22:02-4,0-2-0] LOADING (
psf) SPACING- 2-0-0 CS1, DEFL. in (loc) I/clefl Ud PLATES GRIP TOLL
20,0 Plate "tip U- 1)
1 , TC 032 VeriLLI 051 20 >949 240 MT20 244090 TCDL
10.0 Lumber DOL 1,25 BC 0.96 BCLL
0.0 Rep Stress Incr NO WB 0,99 BCDL
10,0 Code FBC2014/TP12007 (Matrix-M) LUMBER -
TOP
CHORD 2x4 SP No 1 *Except* T3:
2x6 Sri No.2, T4: 2x4 SP SS, T2: 2x6 SP 240OF 2.0E BOT
CHORD 2x6 SP No.2 *Except* B4,
B5: 2x6 SP 240OF 2.OE, B3: 2x4 SP No.3 WEBS
2x4 SP No 'Except' W6:
20 SP N0.2 REACTIONS. (
lb/size) 13=2371/0-8-0 (min. 0-1-8), 2=3526/0-8-0 (min. 0-1-8) Max
Herz 2=-95(LC 13) Max
Uplitil 3=-517(LC 4), 2--860(1_C 5) Vert(
TL) -1.25 20 >385 180 Horz(
TL) 0.51 13 n/a n/a Weight:
799 lb FT = 200 BRACING -
TOP
CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT
CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10
0-0 oc bracing: 19-21 FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=-7308/1879, 3-4=-6689/1798,4-5=-724411967, 5-6=-16943/4422, 6-7=-17115l4459, 7-8---17115/4459,
8-9=-16176/4140, 9-10= 14322/3588, 10-1 1=-1 1926/2935, 11 -12=-7951/1842,
12-13-8125/1888 BOT CHORD 2-25=-
1666/6468, 25-31 =-1666/6468, 24-31=-1666/6468, 23-24=-1524/5887, 22-23=-1524/5887,
22-32=-92/355, 21-32=-92/355, 18-19=-4070/16176, 17-18=-3507114322, 16-17=-2843/12050,
15-16=-1664/7359, 13-15=-1671/7380,19-21:n-50/376, 6 19--14/266 WEBS 4-24=-516/1655, 11-16=-
1527/5926,5-22--3988/1125, 4-22---563/1935,19-22=-2036/7777, 5-19=-2595/10247, 10-16=- 1543/
503, 8-19=-384/1152, 8-18=-941/336, 9-18=-638/2183, 9-17=-1250/424, 10-17=-768/
2648, 3-24=-1116/427, 3-25=-224/945 NOTES- (13-16) 1) 3-ply truss to
be connected together
with 10d (0,131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row
at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - I row at
0-9-0 oc, 2) All loads are considered equally applied to
all plies, except it noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads
noted as (F) or (6), unless otherwise indicated, 3) Unbalanced roof live loads have been considered
for this design. 4) Wind ASCE 7-10; Vult=l 39mph (
3-second gust) Vasd.- 108mph; TCDL=4.2pst; BCDL=6,Opst, h=25tt, Cat. It: Exp B; Encl., GCpi=0. 18; J W MWFBS (envelope) gable end zone; cantilever left and
right exposed ; Lumber DOL= 1.60 plate grip DOL= 1.60 ,% ....... Yf 5) Provide adequate drainage to prevent water pending.
6) All plates are 06 MT20 unless otherwise
indicated. % 7) This truss has been designed for a
10,0 pst bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for aliveloadof20,Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 0-0 wid(twill 41 between the bottom chord and any other members.
9) Bearing at joint(s) 13 considers parallel
to grain value using ANSVTPI I angle to grain formula. Building designer should verity ca4c*-. SIATE OF of bearing surface, *. 10) Provide mechanical connection (by
others) of trusstobearingplate capable of withstanding 100 lb upliftat joint(s) except (jt=lb) 13Nq, OROD .-' 2=860. 11) "Semi -rigid pitchbreaks with fixed
heels" Member
end fixity model was used in the analysis and design of this truss, N 8810NAL ia Continued on page 2 Robert W. Wall, PF 46021
24710 State Road 54
Lutz, F1 33559 12/15/
2015
Job Tmss Truss Type Oty Ply
MASH-H H02 Hip MUSS i 0063Job Referencr-, (optional)
F-(Sowce, Tampa, Plant City, (-looda 33566 7 610 -, Jai, 29 2015 MTek Imiust,ws, 1,c- Wo Dec 14 10 29:26 2715n1 2
IDAtONcK8eiiilVg7aDOLXIDiiBySD6M-G36MwKgTmilisosrFKztJoC,ykP(JivirTibUA,i C9aiNy;A`Ad
NOTES- (13.16)
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 904 lb down and 269 lb up at 7-0-0 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
13) NOTE: Refer to the attached Trussway Notes, Appendices and T-1 street for more information.
14) NOTE: All truss and component designs utilize manufacturer published connector design values and rules -welting grading agency published lumber design values all in
accordance with truss design software requirements and the applicable edition of ANSI/TPI 1. Where Southern Pine lumber is specified, Supplement No, 13 to the 2002
Standard Grading Rules for Southern Pine Lumber and its provisions and appendices shall apply,
15) NOTE: The design of this truss has accounted for the Section 903.3.1 (international Building Gode (IBC)) and NFPA 13, NFPA 13R or NFPA 13D code compliance
requirements for the 250-lb installer load plus water filled pipe (up to 50-1b) non -concurrent with other live loads.
16) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase= 1,25, Plate Increase= 1,25
Uniform Loads (pit)
Vert: 1-4= -60, 4-11 =-60, 11-14--60, 2-31 -20, 31-32=-185(F--1165), 21-32,= -M 20-21-,--20, 16-19=-20, 16-26=-20 Concentrated
Loads (lb) Vert:
25= 904(F) ry
StATE OF x,
ORO, Robert
W. Wall, PE46021 24710
State Road 54 Lutz, Fl 33559 12/15/2015
Job Truss Truss Type
MASTER H03 Nip Truss
B..On,% F,,stSowc,,, Tarnpa, Plant (,,,Iy, Ronda 33%6
1 0-0 7-1-9 11-00
1-0-6 719 3-10-7
Oty Ply
113494399
Job Reteieuce (optional).
I Inc, Nk)nDecl,11029272015 Pagel
10:AtONeKSer,ijVg7aDOLXIDtiFiVSL)C,M IC,117fg6XOPjfTiOOSugf)YKL)VuKu7iKyOkD,,uiPq45A(;
19-9-8 23-1 14 29-0-0 33 10-6 40-0-0 41-0-0
2-1-12 3-46 5-102 -4-10-6 6-1-10 i -0-6
Scale - 1 68.1
6X8
2x4 4x10 4x10 6X8
4 5 6 7 8
12 13
600 12
20 3A
W3 W5 W6 VV5 W7
3 9
WP 84 W6 -i 1111W9
W1
W4
15
14
8xl0 13
2x48x10 12 10
2 B1 112
2A
18 1 7
16
5x10 = 2x42,96 12
4xl0
4x6
11-0-0 17-7 12 19-9-8 23-1-14 28.6-4 33-10-6 40-0-0
11-0-0 6-7-12 2-1-12 3-4-6 5-4-6 5-4-2 6-1 10
Plate Offsets (X,Y) [2:0 -0-12, Edge), [4:0-4-0,0-1-151, [8:0-5-4,0 2-71. [13:0-4 12,Edge], I 5:0-3-8,Edgej- [18:0-4-0,0-3-0]
LOADING (pst) SPACING- 2-0-0 CS1. DEFL. in loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Cup DOL 1,25 TC, 0,44 Vert(LL) -0.46 16 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0,85 Ver(TL) -1.19 16 >404 180
BCI_L 0,0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.54 10 n/a n/a
BCDL 10.0 Code FBC20141TPI2007 matrix-M) Weight: 241 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP SS *Except* TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins.
T2,T3: 2x6 SP 2400F 2,0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
BOT CHORD 2x6 SP 2400F 2J0E *Except* 8-10-8 oc bracing: 18-24.
132: 20 SP No2, 133: 2x4 SP No.3, Bl: 2x4 SP No. 1 10-0-0 oc bracing: 15-17
WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing
W3: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 10=16701()-8-0 (min.0-1-42=1693/0-8-0 (min.0-2-1)
Max Herz 2= 1 15(LC 16)
Max Uplift I 0--286(LG 13). 2-285(LG 12)
FORCES. (lb) - Max. Comp./Max. Ton. - All forces 250 (lb) or less except when shown,
TOP CHORD 2-3=-2945/605, 3-4= 268 7/558, 4-5=-5832/1150, 5-6-5861/1147, 6-7= 5861/1147,
7-8-4769/887,8-9--4995/905, 9-10=-5470/986
BOT CHORD 2-18=-481(2877, 14-15=-1004/5734, 13-141004/5734, 12-13=-831/4988, 10-12=-824/4950, 5-
15=-412/241 WEBS
4-18,-586/193, 9-13=-446/328, 15-18=-412/2430, 4-15=-724/3737, 3-18--320/251, 7-
13=- 1300/383, 8-13=-273/1955 NOTES- (
9-12) 1)
Unbalanced root live loads have been considered for this design, 2)
Wind: ASCE 7-10; Vuft= 1 39mph (3-second gust) Vascl= I 08mph ' TCDL=4,2psf; BCDI_-6,0psf; h=25h, Cat, IL Exp 6; Encl., GCpi=0.18; MWFRS (
envelope) gable end zone and C-C Interior(l) zone; cantilever left and right exposed C-C for members and forces & MWFRS for
reactions shown; Lumber DOL= 1.60 plate grip DOL= 1,60 3)
Provide adequate drainage to prevent water pending. 4)
This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) *
This truss has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members. 6)
Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of
bearing surface. 7)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 110 2 2.-
285. 8) "
Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. SIATEOF
Continued
on page 2 Robert
W. Wall, IT" 46021 24710
State Road 54 Lutz, Fl 33559 12/15/2015
S
soli__. Truss Tvpo Oty Ply
HA,4399
MASI F H RW
Jon Reference (optional}
B'Aic's VSouce' Tampa, Plant City, Flan 33566 6!0 -J,w 29 2015 Wet, lodusties, Inc Wo Dec 14 10 29:21 ?015 Paw 2
ID At0NcK8emjVq7aD0t,XIDHBySD6M 1(3117fg6XOPitriOOS igDYKUVuKU7[KyOkOstilPqy,95/c
9) NOT E: Refer to the attached Trussway Notes. Appendices and T I sheet for more Information.
10) NOTE: All truss and component designs utilize manufacturer published connector design values and rules -writing grading agency published lumber design values all in
accordance with truss design software requirements and the applicable edition of ANSl/TPl 1, Where Southern Pine lumber is specified, Supplement No, 13 to the 2002
Standard Grading Rules for Southem Pine lumber and its provisions and appendices shall apply.
11) NOTE: The design of this truss has accounted for the Section 903.3.1 (international Building Code (IBC)) and NFPA 13, NFPA 13R or NFPA 13D code compliance
requirements for the 250-lb installer load PIUS water filled pipe (tip to 50 lb) non -concurrent with other live. (cads.
12) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown.
LOAD CASE(S) Standard
SPATE OF
x,
Robert W, Wall, Pl-46021
24710 State Road 54 Lutz, Fl 33559 12/15/2015
Job Truss Truss Type
MASI ER 1-104 HIP TRUSS
BoIrle,', 1-,,s6owce, I-ampa, Nall U,iy, f Iol-da 33%6
110ro 6-2-12 13-0-0 18 7-12 199-8
1 0-6 6-2-12 6-9-5 5-7 12 1-1 12
6x8
2x4
Oty Ply
H349440Q
1 1 008
Job Reference (optional)
7 610 s Jan 29 2015 We Industnes, inc Mbn Dec 14 10 29 28 201 1
If) .AtONcK8emiV(,)7aDOI,XIDHBySf)6M-E)SJ7K'likiKX,,iOA eROknth1wvlTC3PMlSWeFxGy9!)Ab
27-0-0 28-6-4 31-40 35, 8 0 40-0-0 41-0-0
72-8 1-6-4 2-9. 12 44 0 4-40 1 -0-6
6xS
Scale - 1 683
T2
600,12 3x4
3x4 VV4 W6 W7 W8
7
W9 2x4W3B- 11
134 Vill 0
8 16
14
W1 VV2 W5 700
13 12 -,,Bb 9ro
2
61 [12
5x10 MI 18H I I HWl 9 c,
20 '10
19
18 17 16 '
5
3X6
2x4
4x6 4xl2 2x4 2,% 12 41,00
6-2-12 13-0-0 18-7-12 19-9-8 27-0-0 28-6-4 33-6-0 40-00
6-2-Q 6-9-5 5-7-12 7-2-8 1-6-4' 4-11-12 6-6-0
Plate Offsels (XY)-- [2:0-2-12,0-1-8j, t4:0-4-0,0-1-15), [6:0-5-4,0-2-8], [9:0-0-14, Edge], [12:0-4-8,0-2-12], [14:0-4-8,Edge]
LOADING (psf) SPACING- 20-0 CS1. DEFL. in loc) lidell Ltd PLATES GRIP
TOLL 20,0 Plate Grip DOL 1.25 TC 0.96 Verftl-L) -0.42 15 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.84 Ver-(TL) -1,16 13-14 >413 180 MT18H 244/190
BCLL 0,0 Rep Stress Incr YES WEI 0,94 Horz(TL) 0,60 9 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 232 lb FT : 20%
LUMBER- BRACING -
TOP CHORD 20 SP No. I *Except* TOP CHORD Structural wood sheathing directly applied or 1-5-1 oc purlins.
T2: 2x6 SP No,2 BOT CHORD Rigid ceiling directly applied or 7-3-5 oc bracing, Except:
ROT CHORD 20 SP No.2 *Except* 10-0-0 oc bracing: 14-16
B4: 2x4 SP No. 1, B5: 2x4 SP SS, B31 20 SP No.3 MiTek recommends that Stabilizers and required cross bracing
WEBS 20 SP No,3 be installed during truss erection, in accordance with Stabilizer
WEDGE Installation guide,
Right: 2x4 SP No,3
REACTIONS. (lb/size) 2.=1682/0-8-0 (min, 0.2-0), 9=166110-8-0 (min, 0-1-14)
Max Herz 2=- 1 34(LC 13)
Max Uplift2=-316(LC 12), 9=-314(!-C 13)
FORCES. (lb) - Max. Comp./Max. Ten. All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3082/582, 3-4= 2566/537, 4-5=-4302/853, 5-6= .4343/857, 6-7=4834/892,
7-8=-5220/920, 8-9=-5358/999
BOT CHORD 2-19=-518/2680, 18-19=-476/2680, 17 18=-476/2680, 13-14=-477/3682, 12-13=-481/3675,
11 11 2=-754/4725, 9-11 =-849/4817, 5-14=-551/313
WEBS 3-17=-570/276,4-17=-621/176, 114-17=-336/2360,4-14=-418/2478, 6-14=-299/843,
6-12=-292/1468, 7-12--422/2591 6-13=0/350
NOTES- (10-13)
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7.10; Vult= I 39mph (3-second gust) Vasd= 1 08mph ' TCDL=4.2psf; BGDL=6,Opst: h=25H: Cat. 11, Exp B; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Interior(l) zone, cantilever left and right exposed C-C for members and forces & MWFRS
for reactions shown; Lumber DOL= 1.60 plate grip DOL= 1.60
3) Provide adequate drainage to prevent water pending.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,
7) Bearing at joint(s) 9 considers parallel to grain Value Using ANSI/TPI I angle to grain formula. Building designer should verity capacity ?j W
bearing surface, .<
CF ..
k
Q', . . . , . . X,-Z; 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (itnit 2=3
9=314.
9) "Semi rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
SIATE OF
10NAL
Continued on page 2
Robert W. Wall, PE 46021
24710 State Road 54 Lutz, FI 33559 12/15/2015
I
Job Truss Tniss Type Gly Ply
MASTER PO4 141P TRUSS 008
Job Reference (optional)
B.,Ide,, First"-wce, TaITIpa, Plaw Cay, F looda 33566 7.610 s Jan 29 2015 MTeh lndust,ws, Inc Mon Dec 14 10 N 28 2015 P— ID
At0NcK8etniVg7aD0I,XlDfiBySI)6M-DSJ7K9hklKXaOA eR0knthIwvlTC3PMtSWe1 xGY'4.',Ab 10)
NOTE: Refer to the attached Tirussway Notes, Appendices and T 1 sheet for more information, 11)
NOTE: All truss and component designs utilize manufacturer published connector design values and rules writing grading agency published lumber design values all in accordance
with truss design software requirements and the applicable edition of ANSI/TPI 1. Where Southern Pine lumber is specified, Supplement No. 13 to the 2002 Standard
Grading Rules for Southern Pine Lumber and its provisions and appendices shall apply. 12)
NOTE: The design of this truss has accounted for the Section 903.3,1 (International Building Code (IBC)) and NFPA 13, NFPA 13R or NFPA 13D code compliance requirements
for the 250-lb installer load plus water filled pipe (up to 50 lb) non concurrent with other live loads, 13)
NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown, LOAD
CASE(S) Standard 00'—
STATE
OF Robert
W. Wall, PE 46021 24710
State Road 54 Lutz, Fl 33559 12/15/2015
Truss Truss Type Oty Ply
H3494401
MASTER R05 1I,p l'o's 1 1 009
Job Reference (optional)
6 ki-s 1`43tSowce, Tampa. Plant City, Flmda 33566 610 s .)a,, 29 2015 MiTek lndsrrie,s, 1,,c Mon Dec 14 10 29,29 2015 Page I
lD,At0NuK8ernjVq7aD0l_XlDHI3 YSD6M-hesVYLiM3dfROKZq'?f FOOvi5dinSosqOqANoTW5Aa
6-0
y
15-01 0 18-7 12 25-0-0 28-6-4 33-6-14 4000 41 0-0
1-0-0 76-0 7-6-0 3-/-12 64-4 3-6-4 5-09 6-1, 2 1-0-6
Scale = 1 69 5
5X6
20 SX8
6,00 12
4 5 6
T3
3x6
5X8 12
7
3x6
8
7 3
W4 W6 3AW7
W8 W9 9
W3
W2 154 W10
w11115
T1,..
W1
W5
7xl0
14 13
T,
2 3x4 5x10 MT18H
12
41
or
fL7 10
2A 7 11a
20 19 18 17 16
3x8
2x4 4X6
5X10 20 2.96 12 4x10
76-0 15-0-0 18-7 12 19-9-8 250-0 28-6-4 33-6.14 40-0-0
7-6-0 7-6-0 3-7,12 1-1-12 5-28 3-6-4 5-0-9 65-2
Plate Offsets (XY)-- [2:0-4-I2.0- 1 -81, (3:0-4 0,0-3-0), (4:0-3-0,0-2 01, [6:0-6-0,0-2-8], [10:0-0-14, Eclge]. 113:0-5 -0,0-1 01, [15:0-4 -8, Edge]
LOADING (pst) SPACING- 2-00 CS1. DEFL. in (loc) Udell L/d PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.96 Veri(LL) -0,41 12 13 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0,97 Veri(TL) 1.07 14-15 >449 180 MT18H 244/190
BCLL 0,0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.62 10 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 224 lb FT = 20%
LUMBER- BRACING
TOP CHORD 2x4 SP No,2 `Except' TOP CHORD Structural wood sheathing directly applied.
T2J5: 2x4 SP No. 1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except:
BOT CHORD 20 SP No.2 *Except* 10-0-0 oc bracing: 15-17
65: 20 SP SS, 83: 2x4 SP No.3 WEBS 1 Row at midpt 3-18,4-18
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracingWEDGEbeinstalledduringtrusserection, in accordance with StabilizerRight: 2x4 SP No.3 Installation guide.
REACTIONS. (lb/size) 2= 1683/0-8-0 (min, 0-2- 1), 1 O= 1660/0-8-0 (trim. 0- 1 - 15)
Max Horz 2=-153(LC 17) Max
Uplrf12=-339(l_C 12), 10-335(LG 13) FORCES. (
lb) - Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown - TOP
CHORD 2-3=-3030/554, 3-4=-2409/506, 4-5-3350/660, 5-6--33781666, 6-7--3553/666, 7-
8=-48071848,8-9=-4866/838, 9-10=-5405/933 BOT
CHORD 2-20=-710/2619, 19-20=-494/2617, 18-19494/2617, 14-15=-347/3093, 13-14-569/4203, 12-13=-
780/4888,10-12-775/4867,5-15=-342/214 WEBS 3-
20=0/279, 3-18-697/314, 4-18=-972/157, 7 13=- 171/1325, 9-13=-470/31 1, 15-18=-
260/2441, 4-15=-266/2080, 6-15=- 1631437. 7-14=- 1548/356. 6-14=-1 68/1156 NOTES- (10-
13) 1) Unbalanced
roof live loads have been considered for this design. 2) Wind:
ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph, TCDL=4.2psf: BCDL=6.Opsf: h=25f1l Cat, II; Exp B Encl., GCpi=0.18 MWFRS (envelope)
gable end zone and C-C Interior(l) zone, cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1,60 plate grip DOL_1,60 3) Provide
adequate drainage to prevent water ponding. 4) All
plates are MT20 plates unless otherwise indicated. 5) This
truss has been designed for a 10,0 psf bottom chord live load nonGoncurrPnt with any other live loads, 6) * This
truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members. 7) Bearing
at joint(s) 10 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity,.-` % of bearing
surface. 0 8)
Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb upliftat joint(s) except gl. lb 2= 1 O=
335. 9) "Semi -
rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Continued on
page 2 Robert W.
Wall, PE 46021 24710 State
Road 54 Lutz, Fl 33559 SIATFOF 14.
64)
NAL V" 12/15/
2015
Job Tuiss Truss Type Crty Ply
H3494401
MASTER RoS ifip imss L1 1 lop9
Job Reference (optional)
Bu,kJe,s I (si$owce, Tampa, PhO City, f-Ionda 33566 7 610 s Jan 29 2015 k hx Mon Dec 14 10 29 29 2015 Page 2
10,AtONcK8ertilVg7,aDOt-XIDIiBySD6M-hesVYt tM3df[IOKZqx5FOova5dinSosqOgANol-iY95Aa 10)
NOTE: Refer to the attached I russway Notes. Appendices and T I sheet for more information. 11)
NOTE: All truss and component designs utilize rnanUtaCtI.11'ef published connector design values and rules -writing grading agency published lumber design values all in accordance
with truss design software requirements and the applicable edition of ANSI(I PI 1. Where Southern Pine lumber is specified, Supplement No, 13 to the 2002 Standard
Grading Rules for Southern Pine Lumber and its provisions and appendices shall apply. 12)
NOTE: The design of this truss has accounted for the Section 903.3.1 (International Building Code (IBC)) and NFPA 13, NFPA 13R or NFPA 13D code compliance requirements
for the 250-lb installer load plus water filled pipe (tip to 50-1b) non -concurrent with other live loads. 13)
NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely tot the truss component design shown, LOAD
CASE(S) Standard Robert
W. Wall, PEA 46021 24710
State Road 54 Lutz, I'l 33559 12/15/2015
Job Ttuss Truss Type Cry P'y
MASTER P06 1 rp I "',S
Job, RQlerence (optional)
N"Idets F""t"'Oo'ce, lampa, Plant Oty, Flwda 33566 i 610, Jan 29 201 f, MTek hxiustnes, Inc- Wr, Dc 14 10 ',9 31 2()1 j Pace I
ID.AlONcKBemlVq)'aF)C)LXlf)tiBySO6M-dI Fzlkct)Fv9VdID7W[L1VKfVL,V-rLGkJ,18LJsvYby95AY
1 0-0 6-10-4 11 10-13 11 0-0 1998 23-0-0 26 11 0 336 14 40-0-0 41 0-0
1-00 6-10-4 5_0_9 5-1 3 29-8 328 3.11-0 6-7-13 6-5-2 0-0
Kale -, 1 69 5
5X6
5X6
6,00 12
6 7
T3
I,
3x8
30 8
3x6 5 r2 Wb
4x6
4
2x4 W6
3A
3 W3 63 W7 W8 10
T"rVV2 16
134 VV9 W10 Ti
wl W4 5X8
15 1
14 135
vi 2
3x8 5x 10 M-1 18H 13
B1
o
B2 2x4 '112 619
18 17
4x6
5x14 3x4 2.% 12 4x10 11-
10-13 170-0 19-9-8 23-0-0 23-6-14 28-6-4 33-6-14 40-0-0 11-
10-13 5-1-3 2-9-8 3,2-8 0-6.14 4,11-6 5-0-9 6-5-2 Plate
Offsets (X,,Y)-- [2:0-1-4,Edgel, [6:0-3-0,0-2-0], [7.0-3-0,0-2-0], [9:0-3-0,Edge], (1 1:0-0-14,Edge), 14:0-4-4,0-2-12], 16:0-5-8,0 4-4], [19:0-5-120 3-0] LOADING (
psh SPACING- 2-0-0 CSL DEFL. in loc) Well Ltd PLATES GRIP TOLL
20.0 Plate Grip DOL 1,25 TC 0,76 Vert(LI-) -0,38 13 14 999 240 MT20 244/190 TGDL
10.0 Lumber DOL 125 BC 1,00 Verl(TL) -1.09 17 441 180 MT18H 244/190 BCLL
0,0 Rep Stress Incr YES WB 0,99 Horz(TL) 0.58 11 nia n/a BCDL
10,0 Code FBC2014/TP12007 Matrix M) Wer9ft 225 lb FT = 20% LUMBER -
TOP
CHORD 20 SP SS T3:
2x4 SP No.2 ROT
CHORD 2X4 SP No.2 *Except' 35:
20 SP SS, 133: 2x4 SP No.3, B1: 20 SP No.l WEBS
2X4 SP No.3 WEDGE
Right:
20 SP No.3 BRACING-
TOPCHORD
BOT
CHORD WEBS
REACTIONS. (
lb/size) 11=1673M-80 (min.0-1 15),2=1705i0-8-0 (min.0-2-1) Max
Herz 2=- 1 72(LC 17) Max
Uplihl I =-346([_C 13), 2=-344(LC 12) FORCES. (
lb) - Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=-3014/584.3-4=-2688/484,4-5=-2624/494,5-6-3300f550, 6-7=-2817/527, 7-
8=-3166/563,8 9=-4846/773, 9-10=-4916i760, 10-1 1=-5502/932 BOT
CHORD 2-19=-581/2860, 15-16=-268/2794, 14-15=-435/3714,13-14=-761/4984, 11-13=-759/4958, 6-
16 = - 17211188 WEBS
10-14---543/360,6-15=-295/119,7-15= 125/1135,5-19=-939/156,3-19=-372/266, 8-
15=-14301391, 8-14=-184/1492, 16-19=-388/2641, 5-16=0/658 Structural
wood sheathing directly applied or 2-2-0 oc purlins. Rigid
ceiling directly applied or 1-4-12 oc bracing. Except: 10-
0-0 oc bracing: 16-18 1
Row at midpt 6-15 MiTek
recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer Installation
guide. NOTES- (
10-13) 1)
Unbalanced roof live loads have been considered for this design, 2)
Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph; TCDL=4,2psf: BCDL=6.Opsf, h=25111 Cat. 11, Exp B; Encl., Gcpi=0.18: MWFRS (
envelope) gable end zone and C-C Interior(l) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown: Lumber DOL-1.60 plate grip DOL=1,60 3)
Provide adequate drainage to prevent water pending. 4)
All plates are MT20 plates unless otherwise indicated. 5)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) *
This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members. '6001114941104" 7)
Bearing at joint(s) 11 considers parallel to grain value using ANSIITPI I angle to grain formula. Building designer should verify capacit *1110 of
bearing surface. 8)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 116LCE NS4'.". 2=
344, 9) "
Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. S!
ATE OF Continued
on page 2 Robert
W. Wall, PE 46021 24710
State Road 54 Lutz, 1133559 12/15/2015
Job Truss Truss Type 01Y Pv H3494402
MA,';
fFH P06 t i.p 1,-, 1 1 010 Job
Reference (optional) B"'
ide's Fi'srsotrwe, Tampa, Plant City, Florida 33%6 1610 s Jar, 29 2015 Wei, lriduMrw,s, Ific Wn Doc 14 10 ' is 11 2015 PI '2 IDAtONc,,
K i(,-,)IV9,')OOLXIOIIBySD6M-dI FzlkcbFv9FdIDTWItJVKfVt-VTI.GkIJ8L;,,,Yby")AY 10)
NOTE: Refer to the attached Trussway Notes, Appendices and I-1 shout for more information, 11)
NOTE: All truss and component designs utilize manufacturer published connector design values and rules writing grading agency published (umber design values all in accordance
with truss design software requireinerns, and the applicable edition of ANSI/TPI 1. Where Southern Pine lumber is specified, Supplement No 13 to the 2002 Standard
Grading Rules for Southern Pine Lumber and its provisions and appendices shall apply. 12)
NOTE: The design Of this truss has accounted for the Section 903.3.1 (international Building Code (IBC)) and NFPA 13, NFPA 13R or NFPA 13D code compliance requirements
for the 250-lb installer load plus water tilled pipe (-jp to 50-1b) non -concurrent with Other live loads. 13)
NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely toc the truss component design shown. LOAD
CASE(S) Standard Robert
W. Wall, PI -I 46021 24710
State Road 54 Lutz, FI 33559 12/15/2015
Job Truss Truss Type Oty Ply
H3494403
MASTI R R07 lip Truss I I Oil
Job Reference, (optional)
8'.0(,3 FuStSOWM, Tampa, Plant (,ry, 17junda 33566 7 610 sJa,, 29 2015 MT(,k Indusims, Inc Mon Dec 14 10 29 32 20'5 P 1
ID.AlONcK8eiTiiVg7aDOLXIDIIBySD6M-5C)YeANkEMYI'lnlPqDpIIXC,d9vqJ'?D5TN8c 41y9)AX
21-00
100 6 104 11 10 13 19-00 19 9a 2611 0 33-6 14 4000 4100
1-00 6 10-4 509 7 1 3 0 9 a 5-11 0 6 7 13 6-5-2 1 o 6
1 2-8 Scale = 1 69 5
5x6
5X6
6,00 12 6 7
IX6
3x4 T 2 T4 8
3x6
4X6
4
W5 W6 9
2x4 63 3A z.
Icy
6
3 W3 W7 wa
10
T1
W2 i ""PA W9 W10 rl
W1 W4 L356X81514
11 y
1 2 4X6 5xl0MT181-1 13 4BI
132 2A T 32 19 1817
4x6 5x10 =
2x4 296 12 400 11-10-
13 19-0-13 19-9:8 23-6-14 28-6-4 33-6-14 40-0-0 11 10-
13 7-2-0 0-8-11 3-9-6 4-11-6 5-0-9 6-5-2 Plate Offsets (
X,Y)- [2:0-1 -0,Edge], [6:0-3 -0,0-2-7]. [7:0-3-0.0-2-0]. 9:0-3-0, Edge], 11:0-0- 1 4,Edgel, [14:0-4-4 ,0-2-12], [16:0-2-12,0-3-4] .[19:0-4 0,0-3-0] LOADING (psf)
SPACING- 20-0 CST. DEFL. in (ioc) Well I-Jd PLATES GRIP TCLL 20.
0 Plate Grip DOL 1.25 TC 0,95 Veri(LL) -0,39 13-14 >999 240 MT20 244/190 TCDL 10,
0 Lumber DOL 1.25 BC 0.96 Verl(TI-) -0,99 13-14 >487 180 MT18FI 244/190 BCLL 0.
0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.54 11 n/a n/a BCDL 10.
0 Code FBC2014/TP12007 Matrix-M) Weight: 230 lb FT = 20% LUMBER- BRACING -
TOP CHORD
2x4 SP No. 1 *Except* TOP CHORD Structural wood sheathing directly applied. T3: 2x4
SP No.2 BOT CHORD Rigid coiling directly applied or 2-2-0 oc bracing. Except: BOT CHORD
20 SP No.2 *Except* 10-0-0 oc bracing: 16 18 B5: 2x4
SP SS, BI: 2x4 SP No.1, (33: 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4
SP No.3 be installed during truss erection, in accordance. with Stabilizer WEDGE Installation
guide, Right: 2x4
SP No,3 REACTIONS. (lb/
size) 11=1652/0-8-0 (rnin.0-1-15),2--1679/0-8-0 (min.0-2-1) Max Herz
2= 191 (LG 12) Max Uplit111 =-
376(1-C 13), 2=-377(LC 12) FORCES. (lb) - Max.
Comp,/Max. Teri. - All forces 250 (lb) or less except when shown. TOP CHORD 2-
3=-2964/646, 3-4=-2656/526, 4-5=-2552/543, 5-6- 2734/521, 6 7=-2413(524, 7-8-3256/
615, 8-9=-4793/818, 9- 1 0=-4864/805, 10-11 =-543311036 BOT CHORD 2-19=-654/2874,
15-16=-246/2293, 14-15=-461/3679, 13-14=-85614921, 11-13=-853/4895, 6-16=-128/890 WEBS 10-
1 4=-525/335,
5-19=-448/156, 3-19=-337/242, 8-15=-1449/442, 8-14=-210/1473, 7-15= 289/1289, 16-19=-483/
2393 NOTES- (10-13) 1) Unbalanced roof live
loads have been
considered for this design, 2) Wind: ASCE 7-10; Vull=139mph (
3-second gust) Vasd=108mph; TCDI-=4.2psf, BCDL=6,Opst; h=25h; Cat. 11, Exp B. Encl., GCpi=0.18 MWFRS (envelope) gable end zone and C-
C Inlenor(l) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1,60 3) Provide adequate drainage to prevent water
prinding. 4) All plates are MT20 plates unless
otherwise indicated. 5) This truss has been designed for
a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for
a live load of 20,Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other
members. 7) Bearing at joint(s) 11 considers
parallel to grain value using ANSliTPl I angle to grain formula, Building designer should verify capaci 14.01 j ratof bearing surface. 8) Provide mechanical connection (byothers) of
truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11 =06F 41 4%1* t, # 4 2-377.
9)"Semi-rigidpitchbreaks
with
fixed heels"
Member end fixity model was used in the analysis and design of this truss, STATE OF ORtk)I,.- N Continued on
page 2
Robert W,
Wall,
PE 46021 24710 State
Road 54 Lutz, 1-133559
12/15/2015
Job Truss Truss Type City Ply
143494403
MASTER R07 Hip Truss I I Oil
Job Reference (optional)
6ukiem FirstSou,ce, T;j(iipa, Plant City_ rionda 33566 7 610 S Jars 29 2015 FATok Ind-1,ws, Inc Wr Dec 14 10 29 32 20 1 ' P ',V, ID:AtONcK8ernlVg7aDO[.XiDliBySO6M-5DYeANkEMY1"trilPgDpllXG(19vqJ'?D5-IN&,1,4,,
10) NOTE: Refer to the attached Trussway Notes, Appendices and T- 1 sheet for more information.
11) NOTE: All truss and component designs utilize manufacturer published connector design values and rules -writing grading agency published lumber design Value', all in
accordance with truss design software requirements and the applicable edition of ANsi(T,Pl 1. Where Southern Pine lumber is specified, Supplement No. 13 to the 2002
Standard Grading Rules for Southern Pine Lumber and its provisions and appendices shall apply,
12) NOTE: 'The design of this truss has accounted for the Section 903.3,1 (international Building Code (IBC)) and NFPA 13, NFPA 13R or NFPA 13D code compliance
requirements for the 250-lb installer load plus water filled pipe (tip to 50-1b) non -concurrent with other live loads.
13) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown.
LOAD CASE(S) Standard
Robert W. Wall, PE 46021
24710 State Road 54 Lutz, FI 33559 12/15/2015
Job Truss Truss Type QI y Ply
H3494404
A,IHSTER R08 Special Truss 1 1 012
Jot) Reference (optional)
Bu-Idei-s I astSowce, Tampa, Mint City, I I 0,i 33Y16 7 610 s Jan 29 2015 Wei, InduMnes, Inc Mon Dec. 14 10 29 3:3 2015 Pace I
ID AtON(,,K8eitilVg7aDOI-XiDtiBySD6M-ZO6001117s9sUxtbExKyaliollj8Lkt5ct)ot,(,ly9l,)AW
00 6-10-4 11 ;0-13 18-7-12 20-0-0 16_ 1. 1 -0 31-6-14 40-0 0 41 0-0
6-10-4100 ') 0 9 6-8-15 1 4-4 6-11 0 6-7-13 6-5-2 i -0-6
Scale - 1 684
5X6
6-00 12
2X4 7
6
3X6
T2 8
36 5 W5
41 W6
4x6
4 9
c. 2x4 3x4 z.
3 W4 W7 W8
10
W2 134 W9 W10 Ti
W1
W3
26 27 15 14 135
I?
2 5x8 4.6 5x1Q MT18H 13 HN
B1 . ...... E12 2x4 T 12
19 18 17
4x6 500 2A 2,96 12 4x10
11-10-13 18.7-12 19-9-8 23-6-14 28-6-4 33-6-14 40-0-0
11 10-13 6-8-15 1-1-12 39-6 4-11-6 5-0-9 6-52
Plate Offsets (XY) 2:0-1-4,Edgel, [9:0-3-0,Edgel, 11:0-0- 1 4,Edgej, [14:0-4-4,0-2-12], 16:0-2-8,0-3-41, [19:0-4-4,0-3 0]
LOADING (pst) SPACING- 2-0-0 CS1, DEFL. in loc) Well L/d PLATES GRIP
TCLL 20,0 Plate Grip DOL 1,25 TC 0.95 Vert(LL) -039 13-14 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1,25 BC 0,97 Vert(TL) -1 .00 13-14 >482 180 MT18H 244/190
BOLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.55 11 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 231 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4SPNo.1 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 20 SP No-2 *Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except:
BI 1 20 SP No.1, B5: 2x4 SP SS, B3: 2x4 SP No3 10-0-0 oc bracing: 16-18
WEBS 2x4 SP No.3
WEDGE
Right: 2x4 SP No,3
REACTIONS, (lb/size) 2=1685/0-8-0 (min, 0-2-1), 11-1657/0-8-0 (mm, 0-1-15)
Max Herz 2=-200(LC 13)
Max UpIift2=-380(LC 12), 11 380(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3051/657, 3-4=-2738/532, 4-5=-2633/549,5-6=-2955662, 6 7=-2924/671,
7-8=-3398/602, 8-9=-4963/841, 9-10"--5018/828, 10-11 =-5581/1049
BOT CHORD 2-19=-674/2914, 16-26=-252/2241, 26 27= 252/2241, 15-27=-252/2241, 14-15=-459/3825,
13-14=-867/5053, 11-13=-864/5029, 6-16=-310/245
WEBS 10-14=-516/323, 5-19=-547/164, 7-16=-430/1305, 3-19= 347/253, 7-15=-317/1415,
8-15=-1486/465, 8-14=-212/1497, 5-16--19/251, 16-19=-494/2509
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide,
NOTES- (9-12)
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vascl=108rnph; TCDL=4.2psf 8CIDL=6,0risf; ft--25ft; Cat, 11 Exp B; Encl_ GCpi=0,18:
MWFRS (envelope) gable end zone and C-C Intenor(l) zone, cantilever left and right exposed ;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL z 1,60 plate grip DOL= 1.60
3) All plates are MT20 plates unless otherwise indicated,
4) This truss has been designed for a 10,0 pst bottom chord live load nonconcurrent with any other live loads,
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit
between the bottom chord and any other members, with BCDL ._ 1 O,Opst.
6) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity
of bearing su(tace.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=380,
11 =380. .......
8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.E NS,
STATE OF
C' ORO'
10NAt .1111
Continued on page 2 '44ittits'
Robert W. Wall, PE. 46021
24710 State Road 54 Lutz, 1-133559 12/15/2015
Job Tray>ss Tit iss Type Oly Ply
1-43494404
MA',,JFIi H06 Special Truss 1 1 012
Job Reference (optional)
f .,' ;ourct I a"Pa' plant G tyi '13565 7 610 s Jan 29 2015 MTek IndoWtvs, Inc Mon Dec 14 10,29 33 2015 P 2 ID:AIONcK8eriijVq7aDOLXIDtlBySD6M-ZO6001it7s9sUx!bFxKyallon38t-kf5ct)oLOcTyl"4'AW9)
NOTE_ Refer to the attached I russway Notes, Appendices and T-I sheet for more information. 10)
NOTE: All truss and component designs utilize manufacturer published connector design values and rules -writing grading agency published lumber design values all in accordance
with truss design software requirements and the applicable edition of ANSVTPI 1. Where Southern Pine lumber is specified, Supplement No. 13 to the 2002 Standard
Grading Rules lot Southern Pine Lumber and its provisions and appendices shall apply- 1
1) NOTE: The design of this truss has accounted for the Section 903,31 (International Building Code (IBC)) and NFPA 13, NFPA 13R or NFPA 13D code compliance requirements
for the 250-lb installer load plus water filled pipe (up to 50-1b) non -concurrent with other live loads, 12)
NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. LOAD
CASE(S) Standard T
it
S
fATE OF ORO,
11.
SSIO Robert
W. Wail, PE 46021 24710
State Road 54 Lutz, I'l 33559 12/15/2015
Job Truss Truss Type Oty Ply
H3494405
MASIFH R09 SPECIAL TRUSS 1 1 013
Job Reference (optional)
Buildws Fi,StSou,ce, Tivripa, Plant Ory, Honda 3T" 610 s Jail 29 2015 M 1-01, Inc Kkl D,C. 'a 10 '934 '0" P I " I
10:AtONcK8emjVq7,iDOt,XII)ibySD6M I c,,q0b3,nVuAIl65Sooei B7yJ12B16 I I' Z' orl o 9WW v
10
66 12 1100 15e 7 20 18 2978 2335 28 1 11 2740 33 5 6 40()0 41
I 0_0 6612..... 4 5-4 4 7-7 461 060 27 13 2 10 5 1 2 5 575 6610 t40 160
Seale =
1 69,1 5X6
6X8
400
2x4 6x8 8
4x6 4
5 6 T3 9
6,
00 12 12 T4 4.10 30
cs 10 3x4 Wq
wiri WTI 11
4
7
TI
W3 W4 133 W14 W15 W1
W2 W15 WI
20
19
18 17
w
I C> W1 i5 8x12
6X8 2
62 2x4503
44
12
n
25 14
23
22 21 15 14 4x6
2x4
4x6 4xm 5X8 16
2x4
2A
5X6
4X6 27
10 6-
6-12 11 0.0 15-7 7 20,18 2073,8 23 5261 11 27 4q 3356 6-612 4
5-4 a 7 4-61 0-6-0 27 13 1 2 105
12
5 5 -7 S 0 6 Plate
Offsets (X,
Y)-- 4:0 4-0,0-1-151, [5:0-3-8,0-2-0], [7:0-5-4,03-4], 10:0-5 0,Edge], 17:0-5-8,0-3-8). [20:0 4 0,0-5-41, [23:0-1-8,0-2-41 LOADING (pst) SPACING-
2-0-0 CS1. DEFL. in (foc) I/detl Ltd TCLL 20.0
Plate Grip DOL 1.25 TC 0.59 VerI(LL) OA4 21 >999 240 TCDL 10.0
Lumber DOL 1,25 BC 1.00 Vert(TL) 1,10 21 >435 180 BCLL 0.0
Rep Stress Incr YES WB 0.88 Horz(TL) 0.49 12 n/a n1a BCDL 10.0
Code FBC2014,TP12007 Matrix-M) LUMBER- BRACING TOP
CHORD 2x6
SP No-2 TOP CHORD T1,T5: 2x4
SP No,2 BOT CHORD BOT CHORD 2x6
SP No.2 WEBS WEBS 2x4 SP
No.3 *Except* W7,W I
2,W 1 6,W6: 2x4 SP No,2, W8: 2x6 SP No.2 REACTIONS. (lb/size)
12= 1670/0-8-0 (min, 0-2-0), 2= 1666/0-8-0 (min. 0-2-0) Max Herz 2=
1 40(LC 12) Max Upliftl 2=-
325(LC 13), 2=-445([_C 12) 4000 6-610
PLATES
GRIP MT20
244/190
Weight: 298 lb
FT - 20% Structural wood sheathing
directly applied or 2 3-7 oc purlins. Rigid ceding directly
applied or 1-4-12 be bracing. I Row at
midpt 5-23 MiTek recommends that
Stabilizers and required cross bracing be installed during
truss erection, in accordance with Stabilizer Installation guide. FORCES. (
lb) - Max.
Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23=-
3237/816,3-4--2777/740,4-5=-2950/791, 5-6=-5854111387,6-7z-5970/1407, 7-8=-4094/
862,8-9=-4058/879,9-10=-4653/935, 10-1 1=-4741/920, 11-12=3263/598 BOT CHORD 2-
26=-761/2822, 25-26=-761/2822, 24-25=-572/2366, 23-24=-572/2366, 19-20=-1159/5684. 18- 1 9=- 1163/
5690, 17-18=-708i4153, 12-14=-451/2849 WEBS 4-25=-83/
408, 11-14=-1 145/281, 5-23=-2047/540,4-23=-197/798,20-23=-737/3147, 8-18=-658/3197,
9-18=-11167/291, 7-18=-2862/739,7-20=-176/429, 9-17=-155/1248, 14-17=-495/3130,
11-17- 254/1319, 3-26,-0/264,5-20=-689/3354, 3-25=-560/234 NOTES- (8-11) 1)
Unbalanced roof live
loads have been considered for this design. 2) Wind: ASCE 7-
10; Vult=139mph (3-second gust) Vasd=108niph, TCDL=4.2pst, BCDL=6.Opsf: h=25tt; Cal, ll, Exp 8 ' Encl_ GCpi=O. 18; MWFRS (envelope) gable end
zone and C-C Interior(l) zone, cantilever left and right exposed C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1,60 3) Provide adequate drainage
to prevent water ponding. 4) This truss has
been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has
been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members, 6) Provide mechanical connection (
by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=325, 2=445. 7) "Semi -
rigid pitchbreaks
with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) NOTE: Refer to
the attached Trussway Notes, Appendices and T-1 sheet for more information. ...... 9) NOTE: All truss
and component designs utilize manufacturer published connector design values and rules -writing grading agency published lumber design values
all in accordance with truss design software requirements and the applicable edition of ANSfrrPI 'o% Where Southern Pine lumber
is specified, Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber andas provisions and appendices shall
apply. 10) NOTE: The design
of this truss has accounted for the Section 903.3,1 (International Building Code (IBC)) and NFPA 13, NFPA ,jf of NFPA 13D code compliance
requirements for the 250-lb installer load plus water filled pipe (up to 50-1b) non -concurrent with otheVivo S I ATE OF loads. . -P Ic 11)
NOTE: The seal
on this drawing indicates acceptance of professional engineering responsibility solely for the miss component des . 4?R1V.' -, shown. tONAt - -.1 LOAD
CASE(S) Standard
Robert W. Wall, PE
46021 24710 State Road 54
Lutz, Fl 33559 12/15/2015
Job Truss Truss Type
MASTER RIO Special Tms larnpa,
Plant City, Florida 33566 100
666 900 14 9 12 2078 100
666 2-5 10 5.9.12 59-12 City
Ply i
4,W944% 1
1 014 Job
Reference (optional) 610
sJan 29 2015 M.Tek Indies. Inc W-Dm 14 10 2015 pae I IDAlONcK8erTilVq7aDOLXIDH[3ySD6MWoEmoPn7tTOakFIstoMMMOtAqf)(.,7wqCZZv,36q7hMy9,ALI 21 3,5
261 11 27 4 Q 31 7 10 4C 0 0 4100 0 7 f3
4 105 1251 1 1 329 8 4 6 1 On Scale 1 690
5X6 2x4 5x6
5x6
1410
3,
6 3x4 4 6,00
12
3x4 687 13
W4
W5
11
12 2x4
5,
T2ar3we
R4Wf 6 Ti
W2
W3 W3 W9 T5 7 VVI 19
18 W7 Iv 5X6
5)(8
9 2 at 62
JA pli 13 6 21
26
16
15 4x6 6X8 17
4x6 7xI0
2x4
4x69-0-0
20-7-8 274-0 28-5-1 31-7-10 400-0 9-0-0
11-7-8 6-8-8 1-1-t 3-2-9 8-4-6 Plate Offsets (X,
Y)-- [4:0-3-0.0-2-0],[7:0-2-5.0-2-6],[13:0-3-8,0-1-1],[18:0-2-8.0-2-81,[20:Edge,0-4-0],[21:0-5-0,0-4-8] LOADING (pst) SPACING-
2-0-0 CS1. DEFL. in (loc) I/cleft Ud PLATES GRIP TCLL 20,0
Plate Grip DOL 1,25 TC 0,57 Verl(LL) -0,1220-21 >999 240 MT20 244/190 TCDL 10,0
Lumber DOL 125 BC 0.58 Vert(TL) -0.32 20-21 >777 180 BCLL 0.0
Rep Stress Incr YES WB 0.91 Horz(TL) 0.03 13 n/a n/a BCDL 10,0
Code FBC2014fTP12007 (Matrix-M) Weight: 244 lb F-T = 20% LUMBER- BRACING TOP
CHORD 2x4
SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins. BOT CHORD 2x6
SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B3 * 2x4SP No.
3 5-3-11 oc bracing: 19 20. WEBS 2x4 SP
No.3 MiTek recommends that Stabilizers and required cross bracing be installed during
truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (
lb/size)
2=868/0-8-0 (unin. 0-1 -8), 13=836/0-8-0 (min. 0-1 8), 20=1635/0-5-8 min. 0-1-15) Max Horz 2=
1 42(LC 12) Max Uplifl2=-259(
LG 12), 13=-259(LC 13), 20=-380(LC 12) Max Grav 2=
869(LC 25), 13-836([_C 1), 20= 1 635(LC 1) FORCES. (lb) - Max,
Comp./Max, Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-
3=-1372/385, 3-4=-1175/345, 4-5=-1025/323, 6-7=-263/452, 7-8,--614/337, 7-9=-240/303, 9-10=-1328/376, 10-11=-
1362/350, 11-12=-1389/340, 12-13=-1262/369 BOT CHORD 2 21=-378/1154,
20-21--2461715, 19-20=-998/227, 8-19=-465/280, 6-8=-297/185, 18-19=0/706, 13-15=-
198/1033 WEBS 3-21 =-305/205, 4-
21 =-37/340,12-15=-543/173, 5-20=-917/347, 5-21 15-18=-254/1310, 9-18=-
198/954, 9-19=-779/0 NOTES- (9-12) 1) Unbalanced roof
live loads have
been considered for this design. 2) Wind: ASCE 7.10, Vult=
1139mph (3-second gust) Vascl=108mph: TCDL=4.2psf; BCDL=6,Opsf; h=25ft, Cat. 11, Exp B, Encl., Gcpi=0.18; MWFRS (envelope) gable end zone and
C-C Interior(l) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.
60 plate grip DOL=1.60 3) Provide adequate drainage to prevent
water pending. 4) This truss has been designed
for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, 5) * This truss has been designed
for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0 0 wide will fit between the bottom chord and any
other members, 6) Provide mechanical connection (by others)
of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (lt=lb) 2=259, 13=259,20=380- 7) "Semi -
rigid pitchbreaks with fixed
heels" Member end fixity model was used in the analysis and design of this truss. T 1A# 8) Graphical purlin representation does not
depict the size or the orientation of the purlin along the top and/or bottom chord, 9) NOTE: Refer to the attached
Trussway Notes, Appendices and T-1 sheet for more information. t 10) NOTE: All truss and
componentdesignsutilizemanufacturerpublishedconnectordesignvaluesandrules -writing grading agency published lumber design values all in
accordance with truss design software requirements and the applicable edition of ANSIfTP Where Southern Pine lumber is specified,
Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine lumber provisions and appendices shall apply. 11)
NOTE: The design of this
truss has accounted for the Section 903.3,1 (International Building Code (IBC)) and NFPA 13, NFPA 1 Vr% SLATE OF 41:1 NFPA 13D code compliance
requirements for
the 250-lb installer load plus water filled pipe (up to 50-1b) non-ConCurrent with othe, , 1; - 0 A t 0 loads, 12)
NOTE: The seal onthis
drawing indicates acceptance of professional engineering responsibility solely for the truss component desig ol,44L shIt"tOrt via Coritmuoew Ton page 2 '00 Robert
W.
Wall, PE4602124710StateRoad 54
Lutz, F1 33559 12/15/
2015
Job TrUSS Truss Type Oly Ply
10494,106
MASTER i i 10 Specwl I Hiss 1 1 014
Job Reference (optional)
B Ows F'.N'Sowce' Tampa, Plant City, Flooda 33566 ZkIO 3a,, 29 20i 5 NVok 4,dtisvies, Inc Moe Dec 14 10 2935 2015 Pave 2
ID AtONcK8etniVg7aDOLXIDN6ySD6M-Wof7tTioPfi7fTOakFi, MMMOtAqDG7wqGZ-Zv36q7hMy,9.)A(J
LOAD CASE(S) Standard
STATE OF
Robert W. Wall, FIE 46021
24710 State Road 54 Lutz, FI 33559 12/15/2015
Job T,uss Tij;,
M AS H 1111 7-
flw,Uens F-,t' Sowce, Tampa. Plant G,ly, r looda 33566
6-2-12 103-4
6-2 12 40-8
Oty Ply
1-13004310
1 1 W"
Job Reference (optional)
f.610 ,, Jan 29 M1 5 Wel, lodstyes , 0c, Mon Dec 14 10 29 35 2016 Pa I ID:
AIONcK8emiVq7aDOLXIDtiBySD6M-WoFii)oPri7fTOakFI MMMOfAq17.e7qMGk5v3Gq7lblVyZU 14
3 12 20-3-4 40-
8 5-11 8 4x6
Seale =
1:34,0 2A
T2
12
3A
103-
4 203-4 10-
3-4 10-0-0 Plate
Offsets (X,Y)-- [1:0 0-2,Edgej, (5:Edge,0-0-101, [6:0-4-0,0-3-4] LOADING (
psf) SPACING- 2-0-0 CSL TCLL
20,0 Plate Grip DOL 125 TC 0.48 TCDL
10.0 Lumber DOL 125 BC 1.00 BCLL
0.0 Rep Stress Incr YES WB 0.24 BCDL
10,0 Code FBC2014/TP12007 Matrix) LUMBER -
TOP
CHORD 2x4 SP No2 BOT
CHORD 2x4 SP No2 WEBS
2x4 SP No,3 REACTIONS. (
Ib/size) 1=792/0-7-4 (min, 0-1-8),5=792/0-4.0 (min. 0-1 8) Max
Herz 1 =99([_C 12) Max
Upliftl =-1 76(LC 12), 5=-175(LC 13) DEFL.
in loc) I/detl Ud PLATES GRIP Vert(
LL) -0,19 1-6 >999 240 MT20 244/190 Verf(
TIL) -0.52 1 6 >460 180 Horz(
TL) 0.04 5 n/a n/a Weight:
86 lb FT - 20% BRACING -
TOP
CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins. BOT
CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTelk
recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer Installation
guide, FORCES, (
Ib) Max, Comp,/Max, Teri. All forces 250 (lb) or less except when shown. TOP
CHORD 1-2=-1297/294, 2-3=-1014/215, 3-4=-1013/216, 4-5=-1285/290 BOrCHORD
1-6=-280/I089,5-6--I75/1073 WEBS
2-6=-366/250, 3-6=-93/670, 4-6=-3461245 NOTES- (7-
10) 1) Unbalanced
root live loads have been considered for this design. 2) Wind:
ASCE 7- 10; Vult 1 39mph (3-second gust) Vasd= 108mph; TCE)L-4.2pst BCDL-6.0psf; h=25ft Cat. 11; Exp B Encl., Gcpi-0. 18' MWFRS (envelope)
gable end zone and C-C Interior(l) zone; cantilever left and right exposed C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL--1.60 3) This
truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This
truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members. 5) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ite uplift at joint(s) except (jt=lb) 1 =1 76, 5=175.
6) "Semi -
rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) NOTE:
Refer to the attached TfUssway Notes, Appendices and T 1 sheet for more information. 8) NOTE:
All truss and component designs utilize manufacturer published connector design values and rules -writing grading agency published lumber
design values all in accordance with truss design software requirements and the applicable edition of ANSI/TPI 1. Where Southern
Pine lumber is specified, Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber and its provisions and
appendices shall apply. - 9) NOTE:
The design of this truss has accounted for the Section 903.3.1 (International Building Code (IBC)) and NFPA 13, NFPA 13R or, NFPA 13D
code compliance requirements for the 250 lb installer load plus water filled pipe (up to 50-1b) non -concurrent with other liv# loads, 10)
NOTE:
The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component deign," shown. LOAD
CASE(
S) Standard SIATE OF
P top,
on toRobert
W.
Wall, PE 46021 24710 State
Road 54 Lutz, FI 33559 12/15/2015
Job Truss Truss Type
MASTER R12 co —no. Russ
a kjefs F',mtsowcC, Ta,,Va. Plant City, Ro.da 33566
63-7 10-4 0
1-0-0 63-7 4-0-9
6,00 12 2x4
3
Ti
2
3x6
Oty Ply
016
Job Reference (optional)
7 610 s Jan 29 2015 M T-ek Iriduslocs, Inc W.i ()ec 94 14 29 36 "I"! I 5 I'd , IID,AtONcK8etii)V,,17ciD(l,,XlDilbySD6M- o8OknlQnYRMO(,Av3tf(',NNS?W(,t,Bi itTi,iqboy VAT
14-49 20-14
409 6-2 11
Scale = 1,35,1
4x6
20
5
W2
T2
W1 W1
B2
5X8
6
6
3x6
10-4-0 20-74
10-4-0 10-3-4
Plate Offsets (X"Y)-- [210-2-4,0-1-81, [6:0-2-6,0-1-8], [7:0-4-0.0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in loc) I/defl L/d PLATES GRIP
TCLL 20,0 Plate Grip DOL 1.25 TC 032 Vert(LL) -0,15 7 10 >999 240 MT20 244/190
TCDL 10,0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0A0 7-10 >617 180
BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0,04 6 n/a n/a
BCDL 10.0 Code FBC2014frPI2007 (Matrix-M) Weight: 89 lb FT =z 20%
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purhos.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No-3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=820/0-7-4 (min, 0-1 8), 2=888/0-8-0 (min, 0-1 -8)
Max Herz 2 1 18(LC 12)
Max Uplift6=-186(LC 13),2=-217(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1303/301, 3-4=-1001/224, 4-5=-1002/222, 5-6=-1331/304
BOT CHORD 2-7=-320/1585,6-7=-309/1691
WEBS 4-7=-97/636, 5-7=-360/248, 3-7=-354/246
NOTES- (7-10)
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0psf, h=2511[1 Cat. 11, Exp B; Encl_ GCpi=0.18:
MWFRS (envelope) gable end zone and C-C Interior(l) zone; cantilever left and right exposed ;G-C for members and forces & MWFRS
for reactions shown: Lumber DOL= 1.60 plate grip DOL= 1.60
3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20,Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lt)) 6= 186,
2=217,
6) "Semi -rigid pitChbreakS with fixed heels" Member end fixity model was used in the analysis and design of this truss.
7) NOTE: Refer to the attached Trussway Notes, Appendices and T-1 sheet for more information.
8) NOTE: All truss and component designs utilize manufacturer published connector design values and rules -writing grading agency
published lumber design values all in accordance with truss design software requirements and the applicable edition of ANSIfTPl 1
Where Southern Pine lumber is specified, Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber and its
provisions and appendices shall apply.
9) NOTE: The design of this truss has accounted for the Section 903.3. 1 (international Building Code (16C)) and NFPA 13, NFPA 13R or 4..! ?,T
I--
NFPA 13D code compliance requirements for the 250-lb installer load plus water filled pipe (up to 50-1b) non -concurrent with other liv4, 17,
loads. * . V
10) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component d ign..
shown,
LOAD CASE(S) Standard
SIATEOF
14-.81ONAL
Robert W. Wall, 1113 46021
24710 State Road 54 Lutz, F 133 5 59 12/15/2015
Job Truss Truss Type Oty Ply
MASTER A13 Common Truss 1 1 017
Job Reference (optional)
BwUm FirstSource. Tampa, Plant G.y, Honda 33566 /Al 0 s Jan 29 2015 Wei, Industries, Inc Moo Dec 14 10:29 V W V , P,&'
ID:AtONcK8enilVq7 iDOLXII)IiBySD6M-SBLXD4oNB5 IIZYBNTri)Ouk,ivdlwY5q(, CJW60IE,;S 1-
0-0 6-3-7 10-4-0 1449 21-80 1-
0.0 6_3_7 4-0-9 40-9 6-3-7 1-0-0 Scale
cale -- 1 35.6 4x6
3x6
5X8 6
7
3x6
10-
4-0 20-8-0 10-
4-0 10-4-0 Plate
Offsets (X,Y),- [2:0-2-4,0-1-8],[6:0-2-4,0-1-8],[8:0-4-0,0-3-01 LOADING (
psf) SPACINC, 2-0-0 CS1, DEFL. in loc) I/defl Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 1,25 TC 0,30 Vert(LL) 0.14 8-14 >999 240 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0,85 Vert(TL) -0.38 8-14 >651 180 BCLL
0.0 Rep Stress Incr YES WEI 0.22 Horz(TL) 0,04 6 n/a n/a BCDL
10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 91 lb FT = 20% LUMBER
BRACING - TOP
CHORD 20 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10 13 oc puffins. BOT
CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS
20 SP No.3 MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer Installation
guide, REACTIONS, (
lb/size) 6-887/0-8-0 (min, 0- 1 -8), 2-887/0-8-0 (min, 0- 1 -8) Max
Herz 2= - 1 08(LC 17) Max
UpIitI6=-217(LC 13),2=-217(1_C 12) FORCES, (
lb) - Max. Comp./Max. Ten. All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=-1306/302, 3-4--995/223, 4-5=-995/222, 5-6=-1308/302 ROT
CHORD 2-8=-312/1589, 6-8=- 231/1595 WEBS
4-8=-961629, 5-8=-353/247, 3-8=-353/246 NOTES- (
7-10) 1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-10, Vult=139mph (3-second gust) Vasd=108mph; TCDL--4.2pst, BCDI_mJ3.0psf; h=2511; Cat. It: Exp B: Encl., GCpi=0.181 MWFRS (
envelope) gable end zone and GC Interior(l) zone, cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL = 1.60 plate grip DOL= 1.60 3)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4) *
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members, 5)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jtmlb) 6=217, 2=
217. 6) "
Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 7)
NOTE: Refer to the attached Trussway Notes, Appendices and T-1 sheet for more information, 8)
NOTE: All truss and component designs utilize manufacturer published connector design values and rules -writing grading agency published
lumber design values all in accordance with truss design software requirements and the applicable edition of ANSI/TPI 1 Where
Southern Pine lumber is specified, Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber and its provisions
and appendices shall apply. 9)
NOTE: The design of this truss has accounted for the Section 903,3.1 (International Building Code (IBC)) and NFPA 13, NFPA 13R wor.,..%! NFPA13D
code compliance requirements for the 250-lb installer load Plus water filled pipe (up to 50-1b) non -concurrent with other Two ,3- - - - loads. 10)
NOTE:
The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component d ign shown. LOAD
CASE(
S) Standard 5 TATE
OF k; 0
SYIONAIL Robert
W.
Wall, PE 46021 24710 State
Road 54 Lutz, F1 33559 12/15/2015
Job Truss Truss Type
MASTER H14 GABLE
Btisidos hrtSource, Tama. Plant Only Ronda 33566 1
00 100
1?
2 Ij
3x4 '
LOADING (
psf) TCLL
20.0 TCDL
10.0 BCLL
0,0 BCDL
10.0 LUMBER -
TOP
CHORD 2X4 SP No.2 BOT
CHORD 20 SP No-2 OTHERS
2x4 SP No,3 10-
4-0 10-
4-0 213
Oty
Ply Jot)
Reference (optional) 7
610 s Jan 29 2011 , 1ATqk lnJustnes, inc Moo DOC 14 10 9 38 Pa , 10,AtONcK8e(
niVg7aDOI,XID[if3ySD6M-wNvvROp?yOo9bilZI Uw71 IoS(OK52P801,;4ioinyZH 20-8-
0 21 8 0 10-40
1 00 Swale 1
36.5 4x6 20-
8-
0 20-8-
0 SPACING- 2-
0-0 CS1, DEFL, in floc) I/clefl L/d PLATES GRIP Plate Grip
DOL 1.25 TC 0,06 Verl(LL) -0,00 12 n/r 120 MT20 244/190 Lumber DOL
1.25 BC 0.04 VerftTL) -0,00 12 n/r 120 Rep Stress
Incr YES WB 0,06 Horz(TL) 0.00 12 n/a n/a Code FBC2014(
TP12007 Matrix) Weight: 105 lb FT -- 20% BRACING - TOP
CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends
that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS. All
bearings 20-8-0. Jlb) - Max
Horz 2=1 08(LC 16) Max Uplift
All uplift 100 lb or less at joint(s) 2, 20, 21, 22, 23, 18. 12, 16, 15, 14 Max Grav
All reactions 250 lb or less at joint(s) 2, 19, 20, 21, 22, 23, 18, 12, 16, 15, 14 FORCES. (lb) -
Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-
14) 1) Unbalanced
roof live loads have been considered for this design. 2) Wind:
ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph ' TCDL=4.2psf: BCDL=6.Opst, h=25fil Cal. It: Exp B: Encl., GCpi=0.18: MWFRS (envelope)
gable end zone and C-C Interior(l) zone, cantilever left and right exposed C-C for members and forces & MWFRS for reactions
shown; Lumber DOL= 1,60 plate grip DOL= 1,60 3) Truss
designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End
Details as applicable, or consult qualified building designer as per ANSI/TPI 1, 4) All
plates are 2x4 MT20 unless otherwise indicated, 5) Gable
requires continuous bottom chord bearing, 6) Gable
studs spaced at 2-0-0 oc. 7) This
truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 8) * This
truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, 9) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 20, 21, 22, 23, 18, 12. 16,
15, 14. 10) "Semi -
rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) NOTE
Refer to the attached Trussway Notes, Appendices and T-1 sheet for more information. 12) NOTE
All truss and component designs utilize manufacturer published connector design values and rules -writing grading agency published lumber
design values all in accordance with truss design software requirements and the applicable edition of ANSVTPI 1. Where Southern
Pine lumber is specified, Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber and its !0,! provisions and
appendices shall apply. 13) NOTE
The design of this truss has accounted for the Section 903.3. 1 (international Building Code (IBC)) and NFPA 13, NFPA 130 oV.-'O NFPA 13D
code compliance requirements for the 250-lb installer load plus water tilled pipe (up to 50-1b) non -concurrent with othettlive loads, 14)
NOTE
The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component Ci*d shown STATE
OF
LOAD CASE(
S) Standard O' OR NNNAL
Robert
W.
Wall, PF46021 24710 State
Road 54 Lutz. Fl 33559 12/15/2015
J,ib Tiuss Truss Type
MAS. ' f, P15 Spe<wd In"s
Tatiiria, Plant City, Florida 335136
84 6
100 846
Crty Ply
H1832,W,
1 1 019
Job Reference (optional)
7 610 s Jan 29 2015 Weir Industries, Inc, Non Dec 14 10 29 38 nI P I
g' ID:AtONcK8erriiVq7aDOL-XlDl4BySD6M-wNvvROp?yOo9t)tlZlLJw7lioSiZKxAPz L143nih , AR
1280 20 14
11 C,4 116-15 13 105 19 6 0 200-0
t 1 14 00-11 1 2S 5, 7 11 6-66
1 1 1 03-4
4x6 Scale = 1:45,2
6,00 12
6
2A
3x4 5 r2
3A 4 T3
3x6
3 W4 W5 7
W2
Ti 9
5xl4
8 4x10
Wl
c9
VV3 W6 19 `6
2
6
3x4
12 11
10
3x6 2x4 3x6
13
8-4-6
84 6
11 CA
3114
11 6-15
o6ll
1 1
19-60 20-3-4
6-100 09-4
Plate Offsets (X,Y)-- [2:0 2-100-1-8], (13:0 3-0,10-1 -01
1
LOADING (psf) SPACING- 20-0 CSL DEFL. in loc) Well Ud PLATES GRIP
TCLL 20,0 Plate Grip DOL 1.25 TC 0,70 Vert(LL) -0.16 8-9 >999 240 MT20 244/190
TCDL 10,0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.42 8-9 >565 180
BCLL 0,0 Rep Stress Incr YES WEI 0,76 Horz(TL) 0,08 13 n/a n/a
BCDL 10,0 Code FBC2014/TP12007 Matrix) Weight: 125 lb FT . 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 35-2 oc purlins, except
ROT CHORD 2x4 SP No-2 *Except* end verticals.
62: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
WEBS 2x4 SP No-3 *Except* 10-0-0 oc bracing: 9-11
W6: 2x8 SP 240OF 2.0E MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=877/0-8-0 (min. 0-1-8), 13=796/0-4-0 min. 0-1-8)
Max Herz 2=249(-C 12)
Max UpIift2=-218(I_C 12), 13=-1159([_C 12)
FORCES. fib) - Max, Comp./Max. Ten, - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1253/240,34=-1505/371,4-5=-1477/382,5-6=-1442(398,6-7=-308/136,
8-13=-828/159, 7-8=-304/168
BOT CHORD 2-12=-338/1058,8-9=-197/812
WEBS 3-12=686/320, 6-9=-2471971, 9-12=-418/1389,6 8=-758/234
NOTES- (9-12)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vascl2108mph; TGDL=4.2psf, BCDL=6.Opsf, h=25ft, Cat. 11, Exp B, Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Interior(l) zone; cantilever left and right exposed C-C for members and forces & MWFRS
for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60
3) The Fabrication Tolerance at joint 4 = 10%, joint 6 = 10%, joint 7 = 10%, joint 2 = 10%. joint 9 - 10%, joint 8 - 10%, joint 3 = 10%, joint
12 = 10%, joint 11 = 10%, joint 5 = 10%, joint 13 = 10%
4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members,
6) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity
of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=218,
13= 159. gk J W
8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. CEN
9) NOTE: Refer to the attached Trussway Notes, Appendices and T-1 sheet for more information.
10) NOTE: All truss and component designs utilize manufacturer published connector design values and rules -writing grading agency'
published lumber design values all in accordance with truss design software requirements and the applicable edition of ANSI(TP6"I.
Where Southern Pine lumber is specified, Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber aria ilk -
provisions and appendices shall apply.
11) NOTE: The design of this truss has accounted for the Section 903.3.1 (international Building Code (IBC)) and NFPA 13, NFPA 13R,or% SPATE OF
loads. NFPA 13D code compliance requirements for the 250-lb installer load plus water filled pipe (up to 50-1b) non -concurrent with otheNtx, PI! ORfO P, 4'
12) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component desig # es *-- -% k"00SIONAL
Mw- Con I uon. 2 edonpageRobert
W. Wall, PE 46021 24710
State Road 54 Lutz, F1 33559 12/15/2015
Job Truss Truss Type
MASI f R P15 Spxml Truss
Roki,,s P UrsrSowc,, Tampa, Plaint Oty, Ronda 33566
LOAD CASE(S) Standard
Robert W, Wall, PF 46021
24710 State Road 54 Lutz, Fl 33559
Oly Ply
H1832S86
1 1 019
Job Reference (optional)
7.610 s J,,w 29 2015 MiTeK Ind(Ones, 4,c, Wo, Dec 14 10:29:38 201' ' P
ID:AtONcK8en)jVg7aDOI-XIDFiBySD6M-wNvvROp?yOo9bilZl Uw7tiuSiZKxAPzgLl43nlhxR
T W
STATE OF
NAL
12/15/2015
Job Truss Truss Tyr* city Ply
MASK-H R16 S p,, I T, u," o2o
Job Retwence (optional)
bu,ideoi, R,siSowce, Tampa, Plant Gay, Hond;03b(36 610 s4a29 2015 IATek lndusU xis, Inc. Mon Dec 14 10:29 392015 F11 n I ID;AtONcK$emiVq7aDOIXII)HRyS(,)6t,40ZTHeitiqdliwODsKlb6RMq? tJkGP8R8V koKq7y95AQ 2140
100
84-6 11 -6 is 1280 13-10 5, Q 0 20-3-4 100
8-46 3 29 11-1 1-2 5 044 4x6 1
0
12 Scale = 1 41) 2 600 12
6 2A
3X4
5
TZ 3x4 4
T3 3x6 3 W4
Wb 7 8 71
W2
B2
c? 03 Ti
10
9 vVi 5x14
400 W3 W6
IN 3x4
13
12
11 3x6
2x4
3x6 14 8-
4-
6 11-6-15 20 3 4 8-4-
6 3-2-9 1-1-1 7-1-4 Plate Offsets (
X.Y)-- [2:0-2-10,0-1-81, (14:0-3 0,0-1-0] LOADING (psf)
SPACING- 2-0-0 CS1. DEFL. in loc) I/cletl Ud PLATES GRIP TOLL 20,
0 Plate Grip DOL 1.25 TC 0.70 VerftLL) -0.16 9-10 >999 240 MT20 244/190 TCDL 10.
0 Lumber DOL 1.25 BC 0,67 Ver(TL) -0.42 9-10 >565 180 BCLL 0.
0 Rep Stress Incr YES WB 0,68 Horz(TI-) 0.08 14 n/a n/a BCDL 10,
0 Code FBC2014/TP12007 (Matrix) Weight: 127 lb FT = 20% LUMBER- BRACING -
TOP CHORD
2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except BOT CHORD
2x4 SP No.2 *Except* end verticals. 132: 20
SP NoA BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4
13P No.3 *Except* 10-0-0 oc bracing: 10-12 W6: 2x8
SP 240OF 2.01E MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide,
REACTIONS. (lb/
size) 2=874/0-8-0 (min. 0- 1 -8), 14=880/0-4-0 (min, 0 1-8) Max Harz
2=236(LC 12) Max Uplift2=-
219(LC 12), 14=-171 (LC 12) FORCES. (lb) Max.
Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-
3=-11249/244, 3-4=1496/367. 4-5=-1468/378, 5-6=-1438/396, 6-7=385/209, 9-14=-909/
233, 7-9---435/254 BOT CHORD 2-
13=-328/1054, 9-10=,-180/804 WEBS 3-13--
684/312, 10-13 --406(1384, 6 1 0=-249/986, 6-9-672/189 NOTES- (9-12)
1) Unbalanced root
live loads have been considered for this design. 2) Wind: ASCE
7-10; Vult=1139mph (3-second gust) Vasd=108mph; TGDL=42psf; BCDL=6.0psf; h=25tt; Cat, ft; Exp B; Encl., Gcpi=0.18: MWFRS (envelope) gable
end zone and C-C Interior(1) zone, cantilever left and right exposed C-C for members and forces & MWFRS for reactions shown:
Lumber DOL= 1.60 plate grip DOLa, 1.60 3) The Fabrication
Tolerance at joint 4 a 10%, joint 6 = 10%, joint 2 = 10%, joint 10 = 10%, joint 9 = 10%, joint 3 = 10%, joint 13 = 10%, joint 7 = 10%, joint
12 = 10%, joint 5 = 10%, joint 14 = 10% 4) This truss
has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss
has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 6) Bearing at
joint(s) 14 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
7) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 100 lb uplitl at joint(s) except (jt,Ib) 2-219, 00"Ot""04tv 14=171, 4, ,
r,?IT W **# , 8) "Semi -rigid
pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 9) NOTE: Refer
to the attached Trussway Notes, Appendices and T I sheet for more information. p 10) NOTE: All
truss and component designs utilize manufacturer published connector design values and rules -writing grading agenc Published lumber design
values all in accordance with truss design software requirements and the applicable edition of ANS"' ( Where Southern Pine
lumber is specified, Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber an. ilk provisions and appendices
shall apply. 11) NOTE: The
design of this truss has accounted for the Section 903,31 (International Building Code (IBC)) and NFPA 13, NFPA 13R.Or. STAIE OF 4t NFPA 13D
code
compliance requirements for the 250-lb installer load plus water filled pipe (up to 50-1b) non -concurrent with other loads. 12) NOTE:
The
seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component 1 desig 0
SIONAL '
E''
howp, #
4*1#
11 "o"k Con I nued
on page;! .0*0 Robert W. Wall,
11F 46021 24710 State Road
54 Lutz, F1 33559 12/15/2015
oia Truss Truss Type 01y Ply
H 183258 7
MASTERR H16 SP(,',181 Truss 1 1 1020
Job Reference (optional)
StSou, c , Tampa, Plant City, Flonda 33566 "'Alers, Fi e T6 10 s Jan 29 2015 MiTek IMLIStnes, Inc. Wii Dui. 14 10 29 39 2015 Pipe 2
ID.AtONcKBeiiiiVg7al)OLXIDtil3ySD6M-OZT[iei,nqdliwODsKlbBRMq7 UkGP8R8V koKq7y95AQ
LOAD CASE(S) Standard
Robert W. Wall, PE 46021
24710 State Road 54 hitz, Fl 33559 12/15/2015
Job TFUSS Truss Type Ctly Ply
MASIL-11 A17 Special Truss 1 1 021
Job Reference (optional)
kie,s FimtSowce, Taaipa, Plant City, Flo,.da 335C,6 7 6 10 s Jan 29 2015 "Tek Wusl,,es, Inc t&,, D(C 14 10 29 40 20 11 P I
I D: ArONcK8ei n I Vq 7a COLA I D I iBy SD6M -sm I ts6rGTO 2lqOvx8vybM D X 2 E ad x twveCOYI J MZy9rA P
8-4-6 13-3-4 13-10-5 20-3-4 21 4-0
1-0-0, 84-6 4,10-13 0-7 t 6-4-15 1-0-12
6-00 12 2x4
3A Scale - 1:54.3
5 6
U4
T2 2x4
3A 4 T3
5X8
3
W3
I B2
T i 92A 12
Wi W2 2x4 W4
W5
h to
2
41
C
3x6 15 14
x4 3x4
4x6
11 10
3x6
8-4-6 12-11-10 13-3-4 20-0-0 20-3-4
8-4-6 4-7-4 0-3-,10 6-8-12 03-4
Plate Offsets (X,Y)-- [2:0-2-9,0-1-81, t6:0-2-0,Edge]. [8:0-3-15,0-0-0], [10:Edge,0-3-8]
LOADING (pst) SPACING- 2-0-0 CS1. DEFL. in loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Veri(LL) 0.12 2-15 >999 240 M T20 2441l9O
TCDL 10.0 Lumber DOL 1,25 BC 0.59 Vert(TL) -0.32 2-15 >473 180
BCLL 0.0 Rep Stress Incr YES WB 0,52 Horz(TL) -0,49 10 n/a nia
BCDL 10,0 Code FBC20141TP12007 Matrix) Weight: 107 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins, except
BOT CHORD 2x4 SP No.2 end verlicals.
WEBS 20 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing,
W5:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide,
REACTIONS. All bearings 0-7-4 except (jt=length) 2=0-8-0
lb) - Max Herz 2=263([_C 11)
Max Uplift All uplift 100 lb or less at joint(s) except 2=-198(LC 12), 1 0=-378(LC 8), ll---574(LC 1:3), 14=-121 (LC 12) Max
Grav
All reactions 250 lb or less at joint(s) except 2=592(-C 25), 1 0=564(-C 17). 1 1 =537(LC 1), 14=755([_C 1) FORCES. (lb) -
Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD
2-3=-731/275, 4-5=-214/264, 7-8=-2781345, 8-10=-3771509 BOT CHORD
2-15=- 175/510, 14-15=- 175/510 WEBS 13-
14---404/51, 5-13=340/89, 3-15=0/323, 11-12=-828/479, 7-12---764/518, 3-14-651/277 NOTES- (8-
11) 1) Unbalanced
root live loads have been considered for this design. 2) Wind:
ASCE 7-10; Vult= I 39mph (3-second gust) Vasd= 1 08mph, TCDI-=4.2pst: BCDL=6-Opsf; h=25ft; Cal, 11, Exp B ' Encl., GCpi=0.18; MWFRS (envelope)
gable end zone and C-C Interior(l) zone; cantilever left and right exposed ; end vertical right exposed:C-C for members and
forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) The
Fabrication Tolerance at joint 4 - 10%, joint 6 = 10%, joint 2 = 10%, joint 5 = 10%, joint 13 = 10%, joint 12 = 10%, joint 3 = 10%, joint 15 = 10%,
joint 10 = 10%, joint 8 = 10%, joint 11 = 10%, joint 7 = 10%, joint 14 w 10% 4) This
truss has been designed for a 10,0 pst bottom chord live load nonconcurrent with any other live loads. 5) * This
truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0 0 wide will fit between the
bottom chord and any other members, 6) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 198 lb uplift at joint 2, 378 lb uplift at joint 10, 574 lb
uplift at joint 11 and 121 lb uplift at joint 14. 7) "Semi -
rigid pilchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) NOTE:
Refer to the attached Trussway Notes, Appendices and T- I sheet for more information. T SA, 9) NOTE:
All truss and component designs utilize manufacturer published connector design values and ru(es-writing grading agency Qt published lumber
design values all in accordance with truss design software requirements and the applicable edition of ANSI/TPI I Where Southern
Pine lumber is specified, Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber and provisions and
appendices shall apply. 10) NOTE:
The design of this truss has accounted for the Section 903.3.1 (international Building Code (IBC)) and NFPA 13, NFPA fF3of NFPA 13D
code compliance requirements for the 250-lb installer load Plus Water filled pipe (up to 50-1b) non -concurrent with othci I e*. loads. w .
0 SATE OF 11) NOTE:
The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component clAA shown. cE?
RloD-
LOAD CASE(
S) Standard Robert W.
Wall, PE 46021 24710 State
Road 54 Lutz, FI 33559 NA 12/
15/
2015
Job 'Truss Truss Tffoe
MAS I L R R18
Naidoo, h(slSource, Tampa. Mani: Cry, Florida 33566
1-00 3-1-8
1 0-0 3-1-8 20-0 200
QtY Ply
fA3494414
1 1 022
Job Reference (optional)
iGIOsJan 292015MTeKiridti%tiies,iric. Man DocI4 10 29 41 "Oil' ('a I ID:AtONcK8emlVg7aDOt,XiDlit3ySD(>M-Kybl3SuuE,JAkSAU8icT(IvQ4DYX 9cl,-sn[12RRo`0y64"AO 9-
1-8 11-1 8 13-3-4 13-10- !) 16-6-0 20.3-4 21-4-0 2.
0-0 2-0-0 2-1-12 6-7-1 2 /-If 3-9-4 r -0-12 6,
00 i 12 3A
9
10 4X6
30
26, 2 2/
6
7 TT4
3
as
62
4 qx
4 B3 3
It
WAI W5
19
W3 3x4
wl
W2
oa 2
3A 25
24
23 22 21 20 4x6 13
14
15 18
W6
W-
1 3A 16
Scale
1
51 6 3-1-
8 5-1-8 7-1,8 9-1-8 11-1-8 13.3-4 20-0-0 20-3-4 3.1-
8 2-0-0 2-0.0 2-0-0 2-0-0 2-1-12 6-8-12 0,3-4 Plate Offsets (
X,Y,) - _fl 0:0-2-0,Edgel, [IALO-3-0,Edge] LOADING (psf)
SPACING- 2-0-0 CSI, DEFL- in (loc) I/defl L,1d PLATES GRIP TCLL 20.
0 Plate Grip DOL 1.25 TG 0.65 Vert(I-L) -0.07 18-19 >999 240 MT20 244,1190 TCDL too
Lumber DOL 1.25 BC 0,52 Vert(TL) -0,1718-19 >454 180 BCLL 0.
0 Rep Stress Incr NO WB 0-67 Horz(TL) -0,50 16 n/a n/a BCDL 10.
0 Code FBC2014/TP12007 (Matrix) Weight: 123 Ito FT =- 20% LUMBER- BRACING -
TOP CHORD
2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except ROT CHORD
20 SP No,2 end verticals. 82: 2x4
SP No,3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 20
SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS. All
bearings 133-4 except (it=length) 16=0-7-4, 17=0-7-4. lb) - Max
Harz 2=263(LC 11) Max Uplift
All uplift 100 lb or less at joint(s) 2, 20, 21 except 16=-278([-C 8), 17=-238(LC 17) Max Grav
All reactions 250 lb or less at joint(s) 2, 20, 24. 21 except 19=764(LC 1), 16=383(LC 11), 25=398(LC 1), 22=274(
LC 1). 23=271 (LC 25), 17-308(LC 2 1) FORCES. (lb) -
Max. Comp./Max. Teri. - All forces 250 (lb) or less except when shown. TOP CHORD
23=-233/259, 8-9=- 152/306, 10-26=122/259. 13-14=-232/284, 14-16=-231/317. 11 -27=-
266161 BOTCHORD 11 -
1 9=-753/0, 9-11 =-535/0 WEBS 3.
25=-334/0, 6-22=-257/0, 17-18=-536/169, 13-18=-483/203 NOTES- (12-
15) 1) Unbalanced
roof live loads have been considered for this design. 2) Wind:
ASCE 7-10; Vult-139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL--6.0psf1 h=2511; Cat, ll; Exp B; Encl., GCpi=0.18: MWIFRS (envelope)
gable end zone and C C Interior(l) zone; cantilever left and right exposed ; end verlical right exposed,C-C for members and
forces & MWFRS for reactions shown, Lumber DOL= 1.60 plate grip DOL= 1.60 3) This
truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4) All
plates are 2x4 MT20 unless otherwise indicated. 5) This
truss has been designed for a 10,0 pst bottom chord live load nonconcurrent with any other live loads. 6) * This
truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, 7) Bearing
at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing
surface. 8) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 20, 21 except 01=W#0 ?iT VV 16=278,
17=238, bc . ....... 9) "Semi -
rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical
purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) In
the LOAD CASE(S) section, loads applied to the face of the truss are rioted as front (F) or back (B). STATE OF
Ok' 100",
14810NA
Continued on
page 2 w,*4 Robert W,
Wall, PE 46021 24710 State
Road 54 Lutz. Fl 33559 12/15/2015
lob 'Truss Trws Type, Dy Ply
H3494414
MASTER R18 SrKtC,,! I t,.Ss I1 1
Job Reference (optional)
Mnkie,,, F.,-ASowce, Tampa, Plant GAy, Honda 33566 7.610 s Jar, 29 2015 Wei, Industries, Inc. Mo,, Dec 14 10 29,41 2015 PID:AtONcK8emiVg7aL')O(-XIDIiBySD6M-Kybl3SruEJAkSAU8icTqvo4DYX 9cLsnR26Ru0;49A0
12)NOTE: Refer to the attached Trussway Notes, Appendices and T - 1 sheet for more information,
13) NOTE: All truss and component designs utilize manufacturer published connector design values and rules -writing grading agency published lumber design values all in
accordance with truss design software requirements and the applicable edition of ANSI/TPI 1 . Where Southern Pine lumber is specified, Supplement No. 13 to the 2002
Standard Grading Rules for Southern Pine Lumber and its provisions and appendices shall apply.
14) NOTE: The design of this truss has accounted for the Section 903,11 (international Building Code (IBC)) and NFPA 13, NFPA 13R or NFPA 13D code compliance
requirements for the 250-lb installer load plus water filled pipe (up to 50-1b) non -concurrent with other live loads.
15) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown.
LOAD CASE(S) Standard
1) Dead + Root Live (balanced): Lumber Increase= 1,25, Plate Increase= 1.25
Uniform Loads (plf)
Vert: 1 2=-60, 2-1 0=-1 1 O(F.-50), 10-26=-11 0(1`=-50), 12-26=-60, 12-14-60, 14-15=-60, 2 20=-20, 18-19=-20, 11-27=-50fl, 16-17m-20 SATE
OF 4
onto 14—
NNAL Robert
W. Wall, PE 46021 24710
State Road 54 Lutz, Fl 33559 12/15/2015
Job Truss Truss Type Oty Ply
H3440K)"
MA RR P19 spe ol Truss 1 1 1023
Job Reference (optional)
BoOders FirstSoucce, Tampa. Piant Cay, Honda 33566 7 610 s Jan 29 201 1, ino.st,kn, Inc tutor Dec 14 10 29 41 2015 Pa(, 1-
ID AIONcK8emlVg7aDOLXIDHBySD6MKybl3SruEJAkSAU8icTqvO4t)VX3ccMV,iR2HRLIOY95AO 1-
0-12 1-9-4 394 5-9-4 7-68 8 14 1012
1-9-4 2-0-0 2.0-0 1-9-4 1-0-12 4X6
Scale _- 1 45,9 6.
00 12 4
3
5 5x6 Tl
6
2
7 W1
1
W2 W3 W2 15
14 13 12 W4
W5 eixis
10
9 0-
3 1 -41 9-4 ' 3-9-4 ' 5-9-4 ' 7-3-4 7-6-8 0.
3_4 1-6-0 2-0-0 2-0-0 1-6-00-34 Plate
Offsets (X,,Y)-- [7:0-3-0,Edge],[9:Edge,0-3-8] LOADING (
psf) SPACING- 2-00 CS1. TCLL
20.0 Plate Grip DOL 1.25 TC 0,65 TCDL
10,0 Lumber DOL 1.25 BC 0.24 BCLL
0,0 Rep Stress Incr YES WEI 0,63 BCDL
10.0 Code FBC2014/TP12007 Matrix) LUMBER -
TOP
CHORD 2X4 SP No.2 SOT
CHORD 20 SP No.2 WEBS
20 SP No.3 W4:
2x4 SP No,2 DEFL.
in (loc) Wall Ud PLATES GRIP VerftLL) -
0,04 13 >999 240 MT20 244/190 Vert(
TL) -0,10 13-14 >783 180 Horz(
TL) -0,36 9 n/a nia BRACING-
TOPCHORD
BOT CHORD
REACTIONS. (lb/
size) 15=341 /1 -0-0 (min, 0- 1 -8), 9= 119/0- 7-4 (min. 0- 1 8), 1 0=265/0- 7-4 (min. 0- 1 -8) Max Herz
15=205(LC 11) Max Uplift
I 5=-94(LC 12), 9--292(!_C 12), 10=-236(LC 17) Max Grav
15=341 (LC 1), 9=333(LC 11), 10=288(LC 21) FORCES. (lb) -
Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD
6-7=-277/333,2-15=-281/143,7-9=-313/408 WEBS 10-
11=-602/175,6-11=-584/161 Weight: 53
lb FT = 20% Structural wood
sheathing directly applied or 6-0.0 oc purlins, except end verlicals.
Rigid ceiling
directly applied or 10-0-0 oc bracing. MiTek recommends
that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
NOTES- (9-
12) 1) Unbalanced
root live loads have been considered for this design. 2) Wind:
ASCE 7.10; Volt= I 39mph (3-second gust) Vasd= 1 08mph; TCDL-42pst; BGDL=6.Opst, h=25tt: Gat. 11; Exp B; Encl., GCpi=O, 18: MWFRS (envelope)
gable end zone and C-C Interior(l) zone; cantilever left and right exposed , end vertical left and right exposed;C-G for members
and forces & MWFRS for reactions shown; Lumber DOL:-, 1,60 plate grip DOL= 1.60 3) All
plates are 2x4 MT20 unless otherwise indicated. 4) The
Fabrication Tolerance at joint 4 = 10%, joint 15 10%, joint 11 = 10%, joint 2 = 10%, joint 9 = 10%, joint 7 = 10%, joint 10 = 10%, joint 6 =
10%, joint 13 = 10%, joint 14 = 10%, joint 3 = 10%, joint 12 = 10%, joint 5 = 10% 5) This
truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 6) * This
truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members- 7) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 9=292,
10=236- 8) "Semi -
rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) NOTE:
Refer to the attached Trussway Notes, Appendices and T-1 sheet for more information. 10) NOTE:
All truss and component designs utilize manufacturer published connector design Values and rules -writing grading agency T W published lumber
design values all in accordance with truss design software requirements and the applicable edition of ANSIfTPI 1. Where Southern
Pine lumber is specified, Supplement No, 13 to the 2002 Standard Grading Rules for Southern Pine Lumber and.4 provisions and
appendices shall apply, 11) NOTE:
The design of this truss has accounted for the Section 903.3.1 (international Building Code (IBC)) and NFPA 13, NFPA I?R oit NFPA 13D
code compliance requirements for the 250-lb installer load plus water filled pipe (up to 50-1b) non -concurrent with oth(a e.' loads. 12)
NOTE:
The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component d46*'. SLATEOF shown. -0
P .. I, - <; . A
w. LOAD CASE(
S) Standard S/ONAL Robert W.
Wall, PF 46021 24710 State
Road 54 Lutz, Fl 33559 12/15/2015
Job Truss Truss Type City Ply
MASTER R47 Hall Hip Tress 1 1 024
Job Reference (optional)
Buiklors KirsrSouo;e, Tampa, Plant City, Florida 33566 7 610 s Jan N 2015 MiTek lodustries, tM, Mon Dec 14 10,?9 42 10 Pla1 ID,
AtONcK8eftilVg7aDOLXII)tlBySD6M o89QI iosW?ott>4J3KGK 3RecOBxI,SI__lJxqi, ,Y9 AN 1-
0-0 700 900 1-
0-0 7-0-0 2-0-0 5X6
2x4 3
4 12
6,
00 12 W3
c)
V1 W 1'.,.W2 2
T
at 6
5 30
3x6
6x8 7-
0-0 9-0-0 7-
0-0 2-00 Plate
Offsets (KY)- [3:0-3-0,0-2 0] LOADING (
pst) SPACING- 2-0-0 CS1. DEFL. in too) I/defl Ud PLATES GRIP TCLL
20,0 Plate Grip DOL 1,25 TC O.65 Vert(LL) 0,06 2-6 >999 240 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0,46 Veri(TL) -0.15 2-6 >689 180 BCLL
0,0 Rep Stress Incr NO WB O.34 Horz(TL) O.01 5 n/a n/a BGDL
120 Code FBC2014fTP12007 Matrix) Weight: 45 lb FT = 20% LUMBER-
EIRACING- TOP
CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc porlins, except BOT
CHORD 2x4 SP No.2 end verticals. WEBS
20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek
recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer Installation
guide. REACTIONS. (
lb/size) 5=891 /Mechanical, 2=568/0-8-0 (min, 0-1-8) Max
Herz 2= 1 75(LC 8) Max
Uplift5=-321(!_C 8),2=-162(1_13 8) Max
Grav 5= 1 004(LC 15), 2-568(LC 1) FORCES. (
lb) - Max. Camp./Max. Ten. - All forces 250 (lb) of less except when shown. TOP
CHORD 2-3= 682/127 BOT
CHORD 2-6= 175/532, 5-6=-169/495 WEBS
3-6= - 151/895, 3-5= - 1061/365 NOTES- (
11-14) 1) Wind:
ASCE 7-110; Vult=139mph (3-second gust) Vasd=108mph; TCDL=412psf; BCDL=6.Opsf; h=2511; Cat. 11, Exp B; Encl., GCpi=0.18; MWFRS (envelope)
gable end zone; cantilever left and right exposed : Lumber DOL= 1.60 plate grip DOL= 1,60 2) Provide
adequate drainage to prevent water pending. 3) This
truss has been designed for a 10.0 pst bottorn chord live load nonconcurrent with any other live loads. 4) 'This
truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, 5) Refer
to girder(s) for truss to truss connections. 6) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=321, 2=162.
7) Girder
carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 8) "Semi -
rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(
s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 715 Ita down and 200 lb tip at 7-0-0 on bottom
chord. The design/selection of such connection device(s) is the responsibility of others. 10) In
the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), 1 1)
NOTE: Refer to the attached Trussway Notes, Appendices and T-1 sheet for more information. 400, ........ 12) NOTE:
All truss and component designs utilize manufacturer published connector design values and rules -writing grading agenc ..%tC E N published lumber
design values all in accordance with truss design software requirements and the applicable edition of ANSIITPI Where Southern
Pine lumber is specified, Supplement No, 13 to the 2002 Standard Grading Rules for Southern Pine Lumber ant its provisions and
appendices shall apply. 13) NOTE:
The design of this truss has accounted for the Section 903.3.1 (International Building Code (IBC)) and NFPA 13, NFPA ilti NFPA 13D
code compliance requirements for the 250-lb installer load plus water filled pipe (up to 50-1b) non -concurrent with othet'livo htATE OF loads. 0. - "
VIX, , .. (
OR01
14) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component d shown. f*
011YTONAL
l
9 ibAVY&X"
RPmAclald Robert W.
Wall, PF" 46021 24710 State
Road 54 Lutz, Fl 33559 12/15/2015
Job TrUSS Truss Type
MASTER R47 Half Hip !'m5
Bukiers Fuiisouwel Tampa, flia,,I City, Honda 3366 LOAD
CASE(S) Standard 1)
Dead + Root Live (balanced): Lumber Increase= 1,25, Plate lncroase= 1,25 Uniform
Loads (plf) Vert:
1-3=-60, 3-4- 133(F=-73), 2 6w-20, 5-6= 44(F= 24) Concentrated
Loads (lb) Vert:
6=-513(F) Oly
Ply H3444416
1
1 024 Job
Reference (optional) 7
610 sJan 29 2015 NtTek Industmts, Inc Wn Dec 14 10 2942 2015 Pa e 2 ID At0NCK8er»
tVg7aDOM DH8ySD6M-o89QfAosW?dlb4J3KGK 3RecOBxl- SLtJxg,, HSyAM Robert W. Wall.
PE 46021 24710 State Road
54 1,utz, Fl 33559 12/15/2015
Job Truss Truss Type
MAS rl it 848 Mumptch Truss
Brokle(s First" ource, rarripa, Plant City, Flowla 3.666
1-00 5-11-6
City Ply
1 1 025Job Reference (optional)
7 610 sJan 29 Ml 5 MiTek IridwAiies, lacMon Doc t4 10 29A2 2015 Pape I
ID:AtONcK8eiTiiVq7aDOLXIDIIBySD6M-o89(-,)IiosW"dlt)4J3K(3K 3f`recRAxJbLxcxgil RSY95AN
9-0-0
30-11
2x4 Scale -- 1:272
Wit
2
131
5
x63
3x6
9-0-0
9-0-0
LOADING (pst) SPACING, 2-0-0 CS11. DEFL. in loc) I/deft Ltd PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0,46 Verl(LL) -0,16 2-5 >623 240 MT20 244/190
TCDL 10.0 Lumber DOL 1,25 BC 0.64 VerftTL) -0,43 2-5 >238 180
BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 42 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 5=335/Mechanical, 2=427/0-8-0 (min. 0 1-8)
Max Herz 2=215(LC 12)
Max Uplift5=- 1 49(LC 12), 2=-92(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-317/32
BOT CHORD 2-5=-147/276
WEBS 3-5=-364(213
NOTES- (7-10)
1) Wind: ASCE 7-10; Vult=l 39mph (3-second gust) Vasd=108mph, TCDL=4,2psf; BCDL,=6,0psL hm25ft, Cat. 11, Exp B, Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and GC interior(i) zone, cantilever left and right exposed C-C for members and forces & MWFRS
for reactions shown, Lumber DOL=l .60 plate grip DOL= 1.60
2) This truss has been designed for a 10,0 pst bottom chord live load nonconcurrent with any other live loads,
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 5= 149.
6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
7) NOTE: Refer to the attached Trussway Notes, Appendices and T-1 sheet for more information.
8) NOTE: All truss and component designs utilize manufacturer published connector design values and rules -writing grading agency
published lumber design values all in accordance with truss design software requirements and the applicable edition of ANSI/TPI 1.
Where Southern Pine lumber is specified, Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber and its
provisions and appendices shall apply,
9) NOTE: The design of this truss has accounted for the Section 903,3.1 (International Building Code (IBC}) and NFPA 13, NFPA 13R or
NFPA 13D code compliance requirements for the 250-lb installer load plus water filled pipe (tip to 50-1b) non -concurrent with other live
loads.
10) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component d g
shown.
LOAD CASE(S) Standard
StATEOF
0 , (ORj1DP'.-
Robert W. Wall, PE 46021
24710 State Road 54 Lutz. Fl 33559 12/15/2015
Jot) Truss Truss Type Oty y
MAS I F R R49 Monoplch Truss I 1 026Job Reference (optional)
Bu4de,s R,_ItSowce. Tampa, Plant City "oraia 33566 610 s Jan 29 2015 MiTek Industries, Inc, Mon Dec 14 IG-9 43 1011- P I
ID:AtONcK8eii,i',',,4,',iDOIXIDIlBySD6M-FiL,IokJg*,8mxQShIeWqlVI r9deI_fj40y4urAinYz'.,aAM
100 5-4-8 8-8-0
1 0-0 5-4-8 3-38
Plate Offsets (KY)- 12:0-2-10,0,1 81
LOADING (pst) SPACING- 2-0-0 CS1.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42
TCDL 10.0 Lumber DOL 1,25 BC 0,58
BCLL 0.0 Rep Stress Incr YES WB 0.12
BCDL 10,0 Code FBC2014/TP12007 Matrix)
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No-2
WEBS 2x4 SP No.3
Scale - 1 .27 .6
B-8-0
8-8-0
DEFL, in loc) I/cletl Lid PLATES GRIP
Vert(LL) -0,14 2-5 >710 240 MT20 244/190
Vert(TL) .0,36 2-5 >274 180
Horz(TL) 0.00 5 n/a n/a
Weight: 41 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 5=321/0-8-0 (min. 0-1-8), 2=414/0-8-0
Max Horz 2=207(1_C 12)
Max Uplif`[5=-144(LC 12), 2=-90(LC 12)
FORCES. (lb) - Max. Comp./Max, Teri. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3211139
BOT CHORD 2-5=-153/287
WEBS 3-5=-350/203
NOTES- (6-9)
1)Wind: ASCE 7-10, Vult=139mph (3-second gust) Vasd=108mph:TCDL=4.2psf; BCDL=6.Opsf; h=25ft, Gat. II; Exp6;EncI_GCpi---0,18;
MWFRS (envelope) gable end zone and C C Interior(l) zone, cantilever left and right exposed C-C for members and forces & MWFRS
for reactions shown, Lumber DOL-1,60 plate grip DCL=l .60
2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 5=144-
5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
6) NOTE: Refer to the attached Trussway Notes, Appendices and T-1 sheet for more information.
7) NOTE. All truss and component designs utilize manufacturer published connector design values and rules -writing grading agency
published lumber design values all in accordance with truss design software requirements and the applicable edition of ANSI/TPI 1.
Where Southern Pine lumber is specified, Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber and its
provisions and appendices shall apply.
8) NOTE: The design of this truss has accounted for the Section 901 (international Building Code dBC)) and NFPA 13, NFPA 13R or
NFPA 13D code compliance requirements for the 250-lb installer load plus water filled pipe (up to 50-1b) non -concurrent with other live 40,
loads, 'r,*'E N
9) NOTE The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component desSn V
shown.
LOAD CASE(S) Standard
STATE OF
ltri YIONk
Robert W. Wall, PE 46021
24710 State Road 54 Lutz, F1 33559 12/15/2015
Job Tiuss Truss Type hy Ply
H3444033
MASTER W10 Hall lip Truss 1 1 027
Job Reference (optional)
bukle,s F,stSo.me., Tampa. Plant G,tyFlorida 33566 7 610 %Jan 29 2015 UTek industnes k1c, Nk- Dec 14 To 29 33 201 1 It)
AtONcK,k,!T);Vg7.tDOLXID-IBySD6M-Hi,io(JB18fiixOShTeWqlVI r9Z9I,iv4I,u4uMfnYZu - AM 1
7-0-0 8-8-0 1-
0-0 7-00 1-8-0 Scale.
112"-,V 5x6
2x4 3
4 12
6,
00 12 W3
11
VVI W2 2
3x6
3x6
6X8 5 7-
0-0 7-
0-0 Plate
Offsets (X,Y)-- [2:0-2-12,0-i -8], [3:0-3-0,0-2-01 LOADING (
pst) SPACING- 2-0-0 TCLL
20,0 Plate Grip DOL 1,25 TCDL
10.0 Lumber DOL 1 25 BCLL
0.0 Rep Stress Incr NO BCDL
10,0 Code FBC2014ITP12007 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP Nci.2 WEBS
2x4 SP No,3 8-
8-0 1-
8-0 CS1.
DEFL. in loc) lidelf Ltd PLATES GRIP TC
0.64 VerI(LL) 0,06 2 6 999 240 MT20 244/190 BC
0.44 Verl(TL) 0,15 2 6 671 180 WB
0,32 Horz(TQ 0.01 5 n/a n/a Matrix)
Weight 44 In FT = 20% BRACING -
REACTIONS. (
lb/size) 5=86710-8-0 (min. 0 1-8), 2=533/0-8-0 (min. 0- 1 -8) Max
Harz 2= 1 75(LC 8) Max
Uphft5=-318(LC 8), 2= 150(LC 8) Max
Gray 5=988(LC 15), 2=533([_G 1) FORCES. (
lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=-598/101 BOT
CHORD 2-6=-152/458,5-6=-146/421 WEBS
3-6=-154/897,3-5=_1059/369 TOP
CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end
verticals. BOT
CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek
recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer Installation
guide. NOTES- (
11-14) 1)
Wind: ASCE 7-1 O; Vult= 1 39mph (3-second gust) Vasd= 1 08mph: TCDL=4.2psf, BCDL=6.0pst, h=25ft: Cat. 11; Exp B; Encl., GCpi=O. 181 MWFRS (
envelope) gable end zone, cantilever left and right exposed I Lumber DOL=1.60 plate grip DOL=1.60 2)
Provide adequate drainage to prevent water ponding. 3)
The Fabrication Tolerance at joint 4 = 10%, joint 5 = 10%, joint 2 = 10%, joint 6 = 10%, joint 3 = 10% 4)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) *
This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between
the bottom chord and any other members. 6)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (I=lb) 5>318, 2=
150. 7)
Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 8) "
Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 9)
Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 715 lb down and 200 In up at 7-0-0 on
bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10)
In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), Aw laf
CC) .....
11)
NOTE: Refer to the attached Trussway Notes, Appendices and T-1 sheet for more information. , Q .*, 12)
NOTE: All truss and component designs utilize Manufacturer published connector design values and rules -writing grading agenc)S* published
lumber design values all in accordance with truss design software requirements and the applicable edition of ANSI/TPI f Where
Southern Pine lumber is specified, Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber aniiis provisions
and appendices shall apply, 13)
NOTE: The design of this truss has accounted for the Section 903.3.1 (international Building Code (IBC)) and NFPA 13, NFPA jl`tt NFPA
13D code compliance requirements for the 250-lb installer load plus water filled pipe (up to 50-1b) non -concurrent with othetlivo SlAiE OF loads. -
0, 0019 I t 14) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component clesl%T. OR10 x
0
shown. "
o,
810NAL t0,10" AVJ`
4*_X§09JJ"Ada,d , 0414#
114410 Robert
W. Wall, Pt. 46021 24710
State Road 54 Lutz, Fl 33559 12/15/2015
Job Truss Truss Type
MASIER R50 Hall H.p Truss
FastSo.,ce, Tampa, Plant Giry, Honda 33566
LOAD CASE(S) Standard
1) Dead + Root Live (balanced): Lumber Increase 1 .25, Plate lncfease= 1 .25
Uniform Loads (plf)
Vert: 1-3-60, 3-4_-133(F= 73), 2-6=-20, 5-6=-44(F=24)
Concentrated Loads (lb)
Vert: 6.-513(F)
Robert W, Wall, PE 46021
24710 State Road 54 l.utz, F1 33559
Oly Ply
H3,144033
I (Wl
Job Reference (optional)
1610 s Jai 1 29 2015 lvlil-tjk Ir)(jasIn(,s, Inc, Man Dec 14 10 29 43 2015 Padcl 2
10:AtONcK8emjVq7aDOLXID[iBySL)6M-HLioU818tTixOSli'TeWqIVI (929Liv4Lu4uMnnYaiy95AM
SlAtE OF
S pry '.'t OpllloP"
StONAL
12/15/2015
Job Truss Truss Tyre Oty Ply
I Q965504
MA' S IT 14 Vol valley Truss 1 1 028
Job Reference (optional)
8r»triers F,rslSowce, Taapa, Plant City, 1' londa 33566 ID At0NcK8emjVq7aD01 1,610 ,Jan 29 2015 NATek Indusloc,, Inc Wn DOC 14 10:29 44 2015 P)Qe IXIDH13ySD6M-IXGAhUutiiXEYI,JdDINIOXX3itli72ps3E--, 70W5Vl_y4,1,At_
20-0
2-0-0
Seale = 1 7.6
6,00 12
T1
IQ
131
2X4
3
LOADING (psf) SPACING- 2-0-0 CSL DEFL, in loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.01 3 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 013 Vert(TL) -0,01 3 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10,0 Code FBC2014/TP12007 Matrix) Weight: 5 lb FT = 20%
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide,
REACTIONS. (lb/size) 1 =54/1-11-9 (min- 0 1-8). 2=55/Mechanical
Max Herz 1 =30(!_C 12)
Max Uplift I = 9(LC 12), 2=-24(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (7-10)
1) Wind: ASCE 7-10 ' Vult=139mph (3-second gust) Vasd=108mph; TCDL=4,2pst, BCDL 6,Opsf; h=25M, Cal. If: Exp B, Encl., GCpi-0.18;
MWFRS (envelope) gable end zone and C-C interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS
for reactions shown, Lumber DOL= 1.60 plate grip DOI_= 1.60
2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at forrifts) 1, 2.
6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss,
7) NOTE: Refer to the attached Trussway Notes, Appendices and T-I sheet for more information,
8) NOTE: All truss and component designs utilize manufacturer published connector design values and rules -writing grading agency
published lumber design values all in accordance with truss design software requirements and the applicable edition of ANSI/TPI 1.
Where Southern Pine lumber is specified, Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber and its
provisions and appendices shall apply,
9) NOTE: The design of this truss has accounted for the Section 903.3,1 (international Building Code (IBC)} and NFPA 13, NFPA 13R or
NFPA 13D code compliance requirements for the 250-lb installer load plus water filled pipe (up to 50-1b) non -concurrent with other live
loads,
10) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design
shown
STATE OF
LOAD CASE(S) Standard
Robert W. Wall, PF 46021
24710 State Road 54 Lutz, FI 33559 12/15/2015
Job Tnjss Truss Type City Ply
MASIL13 V02 Valley Tmss 1 1 029
Job Reference (optional)
Niklers FirstSource, faalpa, Plant City Fi-da 33566 7,610 s Jan 29 201 S Wei, Inc- Wan D, 14 10 29 44 2015 Page I
Its :AtONcK8emlVq7aDOLXIDIIBySD6M-iXGAtitJutr,XE'Y[,JdDINIOXX3illi7pps'JE70W5VI-45AL
2 111 4-0-0
2-11-1 1-0-15
Scale - 1 12,6
3
6.00 !2 20
2
ca
ti
Ti
wl
6
5 4
2A 2x4
LOADING (pst) SPACING- 2-00 CS1, DEFL. in loc) Well L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 125 TC 0,08 Vert(LL) 0,00 3 nir 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC OD8 Vert(TL) 0,00 2 n/r 90
BGLL 0.0 Rep Stress Incr YES WB 0,05 Florz(TL) 0,00 n/a nia
BCDL 10,0 Code FBC2014/TP12007 Matrix) Weight: 13 lb FT = 200
LUMBER_ BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No,3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1 71/3-11-8 (min. 0-1-8), 5=198/3-11-8 (min.0-1-8)
Max Herz 1 =71 (LC 12)
Max Uplif15=-76([_C 12)
FORCES. (lb) - Max, Comp,/Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- (7-10)
1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph: TCD1-4,2psf, BCDL"6.Opsf; h=25ft; Cat. 11, Exp B. Encl., GCpi 0.18;
MWFRS (envelope) gable end zone and C-C Interior(l) zone: cantilever left and right exposed C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6 0 tall by 2-0 0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5.
6) "Semi -rigid pitGhbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
7) NOTE: Refer to the attached Trussway Notes, Appendices and T-I sheet for more information.
8) NOTE: All truss and component designs utilize manufacturer published connector design values and rules -writing grading agency
published lumber design values all in accordance with truss design software requirements and the applicable edition of ANSI/TPI 1.
Where Southern Pine lumber is specified, Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber and its
provisions and appendices shall apply.
9) NOTE: The design of this truss has accounted for the Section 903.3.1 (international Building Code (IBC)) and NFPA 13, NFPA 13R or
NFPA 13D code compliance requirements for the 250-lb installer load plus water filled pipe (up to 50-1b) non -concurrent with other live
loads.
10) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design
shown
Z .......
151
IATE OF
X,
d"x IONAL
LOAD CASE(S) Standard
Robert W. Wall, PE 46021
24710 State Road 54 Lutz, Fl 33559 12/15/2015
Job Truss Type Oly Ply
MASI 1, R Valley truss 1 1 1030
Job Reference (optional)
B,.klels EFrstSource. faairm, 11)10a :i:1566 7,610 s Jan 219 2015 MiTek 1,,dstries, Iric, Mon Dec14 1029 44 'lot 5 P I ID:AtONcK8emlVg7aDOLXIDfiBySD6M-IXGAtitJoinXEYIJdDINIOXX3tqTI3 p_sl3F70V45Vl_,XAL 4
11 1 600 4
11-1 1-0-15 Scale =
1 17_5 3
20
2
6,
00 12 Y
T1 W1
ti
2x4
LOADING (
pst) SPACING- 20-0 CS1, TCLL
20.0 Plate Grip DOL 1,25 TC 0,28 TCDL
10.0 Lumber DOL 1.25 BC 0,32 BCLL
0,0 Rep Stress Incr YES WB 0,06 BCDL
10.0 Code FBG2014ITP12007 Matrix) LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No,3 WEBS
2x4 SP No,3 REACTIONS, (
lb/size) 1=159/5-11-8 (min.0A-8),5=267/5-11-8 (min.0-1-8) Max
Herz 1--- 1 15(LC 12) Max
Upliftl=-12([_C 12),5=-107([_C 12) FORCES. (
lb) - Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown, DEFL.
in VerftLL) -
0.01 Veri(
TL) 0.01 Horz(
TL) 0.00 BRACING -
TOP
CHORD BOT
CHORD 5
4 20
lac)
Well Ud 3
nir 120 3
n/r 90 n/
a n/a PLATES
GRIP MT20
244/190 Weight:
21 lb FT = 20% Structural
wood sheathing directly applied or 6-0-0 oc purlins. Rigid
ceiling directly applied or 10-0-0 oc bracing. MiTek
recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer Installation
guide. NOTES- (
7-10) 1)
Wind: ASCE 7-10: Vult=139mph (3 second gust) Vasd=108inph; TCDL-4,2psf; BCDL=6.Opsf; h=251111 Cat. 11, Exp B, Encl,, GGpi=0.181 MWFRS (
envelope) gable end zone and C-C Intenor(l) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL= 1.60 plate grip DOL= 1.60 2)
Gable requires continuous bottom chord bearing. 3)
This truss has been designed for a 10,0 pst bottom chord live load nonconcurrent with any other live loads. 4) *
This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members. 5)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb Uplift at joint(s) 1 except (jt- lb) 5= 107. 6) "
Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7)
NOTE:Refer to the attached Trussway Notes, Appendices and T-I sheet for more information. 8)
NOTE. All truss and component designs utilize manufacturer published connector design values and rules -writing grading agency published
lumber design values all in accordance with truss design software requirements and the applicable edition of ANSI/TPI 1. Where
Southern Pine lumber is specified, Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber and its provisions
and appendices shall apply. 9)
NOTE: The design of this truss has accounted for the Section 9033.1 (International Building Code (IBC)) and NFPA 13, NFPA 13R or NFPA
13D code compliance requirements for the 250-lb installer load plus water filled pipe (up to 50-1b) non -concurrent with other live loads.
10)
NOTE: The seat on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown
kk4
q
SIAIE
OF 0
4.
810NAL LOAD
CASE(S) Standard Robert
W. Wall, PE 46021 24710
State Road 54 Lutz, F[ 33559 12/15/2015
Job Truss Truss Tyt.x? Oty Ply
1AAS TL R VO4 Valley T,,,,,s
Job Br teren(,,e (opt,onal)
R,srSowce, fairipa, Plaint City, Flo,da 33566 7 610 ,Ja,i n 2015 MTVK lnd.Sll S. 111C M01 !4 10 29 15 201!1 Pa,e 1
ID AlONcK3ernjVq7aD0LXlDl lfiySD6M-DlqYVPL101Yg9xnovxSYry,3(I 2,,,')GWYJ0NMqFfl oy93AK
6 11-2 800
6-11-2 1-0-14
6 5 4
3x6 2A
LOADING (psf) SPACING 2-0-0 CS1, DEFL. in floc) l/detl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1,25 TC 0A4 VerftLL) -0.01 3 nir 120 MT20 244/190
TGDL 10.0 Lumber DOL 125 BC 0.94 Vert(TL) 0,02 3 n/r 90
BCILL 0,0 Rep Stress Incr YES WB 0,06 Horz(TL) -0.00 1 n/a n/a
BCDL 10.0 Code FBC2014,TP[2007 (Matrix) Weight: 28 lb FT = 20%
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No,3 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide,
REACTIONS. (lb/size) 1 =737/7,11 8 (min, 0 1-8), 6=446/7-11-8 (min, 0-1-8), 5-.-287/7-11-8 min, 0-1-8)
Max Horz 6= 160(LC 12)
Max Uplitil =-246(LC 12), 6=-446(LC 1), 5=-i 18(LC 12)
Max Grav 1 =737(LG 1), 6.-211 (LC 12), 5=287(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. All forces 250 (lb) or less except when shown.
NOTES- (7-10)
1) Wind: ASCE 7-10, Vult= 139mph (3 second gust) Vasd=1 08mph; TCDL=4.2pst, BCDL=6,Opsf; fi=-25ft; Cat, II; Exp B; Encl_ GCpi4.1 81
MWFRS (envelope) gable end zone and C-C Interior(l) zone; cantilever left and right exposed :C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=- 1,60 plate grip DOL= 1 .60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20,Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1 =246,
6=446,5=118,
6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
7) NOTE: Refer to the attached Trussway Notes, Appendices and T- I sheet for more information.
8) NOTE: All truss and component designs utilize manufacturer published connector design values and rules -writing grading agency
published lumber design values all in accordance with truss design software requirements and the applicable edition of ANSIfTPl 1.
Where Southern Pine lumber is specified, Supplement No, 13 to the 2002 Standard Grading Rules for Southern Pine Lumber and its
provisions and appendices shall apply.
9) NOTE: The design of this truss has accounted for the Section 903,31 (international Building Code (IBC)) and NFPA 13, NFPA 13R or
NFPA 13D code compliance requirements for the 250-lb installer load plus water filled pipe (up to 50-11h) non -concurrent with other live
loads,
10) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component desi A,ll
shown. E N
LOAD CASE(S) Standard
S TATE OF
Q
Robert W. Wall, PF 46021
24710 State Road 54 Lutz, Fl 33559 12/15/2015
Job Truss Truss Type Oty Ply
MASTER V05 Valley Truss 1 1 032
Job Reterenoe (national)
Boiklets hmrSource, Tampa, Plant Oty. Honda 33566 7 610 s Jan n 2015 UTnk Imiustrits, Inc Wn Dec 14 10 29,45 2015 Page
ID.AtONcK8emiVg7aDOL-XIDIiBySD6M-DjqYvpuOlYq9xiiovxSYrii3(3E269sqYJINM(,)FtI flyi<
2-68 4-0-0
1-5-8
3 2x4 Scale - 1 8,9
3x4
6,00 12
T2
Ti
o W1
Bi
5 4
2x4 20
4-0-0
4-0-0
Plate Offsets (X,Y)- [2i0-2-0.0-2-81
LOADING last) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 125 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190
T CDL 10.0 Lumber DOL 1,25 BC 0.16 Verf(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0,00 Hor7(TL) 0.00 4 n/a n/a
BCDL 10,0 Code FBC2014/1 P12007 Matrix) Weight: 12 In FT = 20%
LUMBER- BRACING
TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except
BOT CHORD 2x4 SP No,3 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1-234/4-0-0 (min, 0-1-8), 4=106/4 0-0 (min. 0-1 8), 5=-87/4-0-0 (min. 0-1-8)
Max Herz 5=43(1_C 12)
Max Upliftl--54(LC 12), 4=-29(-C 9),5=-87(LC 1)
Max Grav 1=234(LC 1), 4=106(1_C 1), 5=32(LC 12)
FORCES. (lb) - Max, Comp./Max. Ten. - All forces 250 (lb) of less except when shown.
NOTES- (9-12)
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL-6,0psf; h=25ft; Cat. 11; Exp B; Encl., Gcpi=0.18
MWFRS (envelope) gable end zone and C-C Interior(l) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5.
8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
9) NOTE: Refer to the attached Trussway Notes, Appendices and T-1 sheet for more information,
10) NOTE: All truss and component designs utilize manufacturer published connector design values and rules -writing grading agency
published lumber design values all in accordance with truss design software requirements and the applicable edition of ANSIfTPI 1,
Where Southern Pine lumber is specified, Supplement No, 13 to the 2002 Standard Grading Rules for Southern Pine Lumber and its
provisions and appendices shall apply.
11) NOTE: The design of this truss has accounted for the Section 903.3.1 (International Building Code (IBC)) and NFPA 13, NFPA 13R•
NFPA 13D code compliance requirements for the 250-lb installer load plus water filled pipe (up to 50-1b) non -concurrent with other 1-Q -GE N
loads. '* vt
12) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component d ign.*
shown.
LOAD CASE(S) Standard
o SIATE OF
I
Robert W. Wall, PE 46021
14710 State Road 54 Lutz, Fl 33559 12/15/2015
Jot) T,ms Truss Type Oty Ply
H3494425
MAST k- R V06 valley Truss 1 1 033
Job Reference (opl,onal)
R kiers FvstSource, Tampa, Mao COY, Honda 33566 7 610 F, Jan 29 2015 PATek industries, Inc, Wn Dec 14 10,29:46 2015 Page I
ID At0NcK8emlVg7aD0LXlDHBySD6M I)wOw69vO3soOYxN5V93?cUnBZYiHGITIYXbK>GaD45AJ
2-6-8 6_0_0
2-6-8 3-5-8
Scale - 1 11, 1
3x4 30
2 3
600 12
T2
Ti
7, Wi
1
BI
ea
4
3x4 2x4
6-0-0
6-0-0
Plate Offsets (X,Y)-- [2:0-2 0,0-2-8]
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Weft Ud PLATES GRIP
TCLL 20,0 Plate Grip DOL 1.25 TO 025 Vert(LL) n/a nia 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0,40 Veri(TL) n/a n/a 999
BOLL 0,0 Rep Stress Incr YES W8 0.00 Ho(z(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC20141TP12007 (Matrix) Weight: 18 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.3 end verticals.
WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1 =465/6-0-0 (min. 0-1 -8), 4,-178/6-0-0 (min. 0 1-8), 5=-230/6-0-0 min. 0- 1 -8)
Max Horz 5=43(1_C 12)
Max Upliftl =--77(LC 12), 4= 53(LC 9), 5= 230(LC 1)
Max Grav 1 =465(LC 1), 4=1 78(LC 1), 5=44(LC 12)
FORCES. (1b) - Max. Comp,/Max, Ten, - All forces 250 (lb) or less except when shown.
NOTES- (10-13)
1) Unbalanced roof live loads have been considered for this design-
2) Wind: ASCE 7- 10: Vult- I 39mph (3-second gust) Vascl- 1 08mph: TCDL=4.2pst, BCDL=6.Opsf: h=25ft; Cat. 11; Exp B: Encl., GCpi=O, 18,
MWFRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed C-C for members and forces & MWFRS
for reactions shown; Lumber DOL,- 1,60 plate grip DOL= 1 .60
3) Provide adequate drainage to prevent water ponding.
4) The Fabrication Tolerance at joint 1 = 10%, joint 2 = 10%, joint 3 = 10%, joint 4 = 10%
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads.
7) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb)
5=230.
9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
10) NOTE: Refer to the attached Trussway Notes, Appendices and T-1 sheet for more information.
11) NOTE: All truss and component designs utilize manufacturer published connector design values and rules -writing grading agency
published (umber design values all in accordance with truss design software requirements and the applicable edition of ANSI(TPI 1.
Where Southern Pine lumber is specified, Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber and its 1,1411
provisions and appendices shall apply, CE .
12) NOTE: The design of this truss has accounted for the Section 903.3.1 (international Building Code (IBC)) and NFPA 13, NFPA I
NFPA 13D code compliance requirements for the 250-lb installer load plus water filled pipe (up to 50-1b) non -concurrent with othlive
loads.
13) NOTE: The seat on this drawing indicates acceptance of professional engineering responsibility solely for the truss component civrl
shown.
StAiEOF0
LOAD CASE(S) Standard CRIOP-.. 0
SION AI
Robert W. Wall, PE 46021
24710 State Road 54 Lutz, Fl 33559 12/15/2015
Jor) Truss T, s T y,, Oly Ply
MAS I F R Vol Valley Russ 1 1 I034Job Reference (optional)
8vkier% Fi(SlSokjcm, TwnWA, Plant City, Florida 33566 7 610 sJan ?9 2015 We* Industries. Inc. Mon Dec 14 10 29 46 2015 Page I IDiAtONcK8emIVq7aDot
XIDViBySD6M-liwOw69v03soOYxN5V93?cUn9t.Yk2Gtn?XbK?Cat)y95AJ 26-
8 8-0-0 2-
6-8 55.8 Scale =
1 14,7 4x6
3x4 6,
00 12 2 3 T2
WI
WI 9
5
4 2A
21A 2A 26-
8 8-0-0 2-
6-8 5-5-8 LOADING (
pst) SPACING- 2-0-0 CSL DEFL. in loc) I/defl L/d PLATES GRIP TCLL
20,0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) n/a n/a 999 MT20 244/190 FCDL
10.0 Lumber DOL 1.25 BC 0,35 Vert(TL) n/a nia 999 BCL,
L 0,0 Rep Stress Incr YES WEI 0.04 Horz(TL) O.00 4 n/a n/a BCDL
100 Code FBC2014,TP12007 Matrix) Weight: 25 lb FT = 20% LUMBER-
BRACING - TOP
CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT
CHORD 2x4 SP No-3 end verticals. WEBS
2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek
recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer Installation
guide, REACTIONS.
All bearings 8-0-0. do) -
Max Horz 6,-43(LC 12) Max
Uplift All uplift 100 lb or less at joint(s) 1, 4, 6, 5 Max
Giav All reactions 250 lb or less at joint(s) 1, 4, 6 except 5.=287(LC 1) FORCES. (
lb) - Max, Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (
8-11) 1)
Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph: T'CDL=4.2psf, BCDL=6.Opsf, h=2514; Cat. II; Exp 8; Encl., GCpi=0.18, MWFRS (
envelope) gable end zone and C-C Interior(l) zone, cantilever left and right exposed :C-C for members and forces & MWFRS for
reactions shown, Lumber DOLm 1,60 plate grip DOL= 1 .60 2)
Provide adequate drainage to prevent water pending. 3)
Gable requires continuous bottom chord bearing. 4)
This truss has been designed for a 10A pst bottom chord live load nonconcurrent with any other live loads. 5) *
This truss has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members. 6)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 6, 5. 7) "
Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8)
NOTE: Refer to the attached Trussway Notes, Appendices and T-1 sheet for more, information, 9)
NOTE: All truss and component designs utilize manufacturer published connector design values and rules -writing grading agency published
lumber design values all in accordance with truss design software requirements and the applicable edition of ANSI/TPI 1. Where
Southern Pine lumber is specified, Supplement No, 13 to the 2002 Standard Grading Rules for Southern Pine Lumber and its provisions
and appendices shall apply, 10)
NOTE: The design of this truss has accounted for the Section 903.3.1 (International Building Code (IBC)) and NFPA 13, NFPA 13R or NFPA
13 D code compliance requirements for the 250-lb installer load plus water filled pipe (up to 50-1b) non -concurrent with other live loads.
11)
NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component des shown.
LOAD
CASE(S) Standard SIATE
Ol Robert
W. Wall, FIE 46021 24710
State Road 54 Lutz, F1 33559 12/15/2015
Job Tmss
MASI I ER V08
Rukioes F"St"wi,ce, ii*npa, Plant City, I-io"da 33566
2-68
2-6-8
Truss Type
Va4ey T ss,
2x4 20
Oly P! y
193490819
035
Job Reference (optional)
610 s Jan 29 2015 IATek industries , Inc.?Aoii Dee 14 10,29 .1,' 2015 P1,1 I
ID AtoN(,,.K6,,gm,Vq7,tOOL.XIDI-iBySD6M-96yJKVwiq9vAA5xi3taE8hKtlDyO5'?D3qp 116fy95Al
74
Z-0- 12
2x4
Scaie z- 1 17A
2-6-8 9-7-4
2-6-8 7-0-12
Plate Otfsets(X,Y}-- [3:FclgeA-1-8]
LOADING (pst) SPACING- 2-0-0 CSL DEFL. in (loc) i/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 VerTLL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1,25 BC 0.62 Ve(t(TL,) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0,05 Horz(TL) 0,00 4 nia n/a
BCDL 10,0 Code FBC2014/TP12007 Matrix} Weight: 30 lb FT = 20%
LUMBER- BRACING-
TOPCHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT
CHORD 2x4 SP No,3 end verticals. WEBS
20 SP No.3 ROT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek
recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer Installation
guide. REACTIONS.
All bearings 9-7-4, lb) -
Max Herz 6---43(LC 12) Max
Uplift All uplift 100 lb or less at joint(s) 1, 4, 6, 5 Max
Grav All reactions 250 lb or less at joint(s) 1, 6 except 4=270(LC 1), 5-374(!_C 1) FORCES. (
lb) - Max, Comp./Max. Ten, - All forces 250 (lb) or less except when shown, NOTES- (
8 11) 1)
Wind: ASCE 7 10, Vult= 1 39mph (3-second gust) Vasd=l 08mph ' TCDL=4.2psf; BGDL=6.Opst, h=25t1: Cat, 11, Exp B; Encl_ GCpi=0.18; MWFRS (
envelope) gable end zone and C-C interior(1) zone, cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 2)
Provide adequate drainage to prevent water pending. 3)
Gable requires continuous bottom chord bearing. 4)
This truss has been designed for a 10.0 pst bottom chord live load nonconcurreril with any other live loads. 5) *
This truss ha% been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members. 6)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 6, 5. 7) "
Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8)
NOTE: Refer to the attached TrUssway Notes, Appendices and T-I sheet for more information, 9)
NOTE: All truss and component designs utilize manufacturer published connector design values and rules -writing grading agency published
lumber design values all in accordance with truss design software requirements and the applicable edition of ANSI/TPI 1. Where
Southern Pine lumber is specified, Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber and its provisions
and appendices shall apply. 10)
NOTE: The design of this truss has accounted for the Section 903.3,1 (International Building Code (IBC)) and NFPA 13, NFPA 13R or Ab
installer load plus water filled pipe (up to 50-1b) non -concurrent with other liv NFPA13Dcodecompliancerequirementsforthe250 "?j loads.
t %
11) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component dC shown.
LOAD
CASE(
S) Standard STATE OF
Robert W.
Wall, PE 46021 24710 State
Road 54 LUTZ. Fl 33559 12/15/2015
CA
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RE, COR D COPY
City of Sanford
Building and Fire Prevention
Product Approvalp
P
S ation Form
S A N F 0 FRI
Permit #
Project Location Address 416 Treasure Lane 2 2 4
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.or q.
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.
I
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
1. Exterior Doors
Swinging Therma Tru Swinging Ext. Door (front door) FL15225-R3
Sliding Windows Sliding Ext.Door (12'Pocket SGD) FL15332.R2MI
Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6
Roll Up
Automatic
Other
2.Windows
Sin le Hung MI Windows Single Hung 53 1/8"X72 Non -impact FL15217.25,32
Horizontal Slider
Casement
Double Hun
Fixed
Awnin....
Pass Thr29
Projected
Mullions MI Windows 5333-R2
Wind Breaker
Dual Action
FLI
Other MI Windows 1Optional window above front door FL 17866
June 2014
Category / Subcategory
3.Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane—
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles_
Undeqaymen!s
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shin les
Roofing tiles
Roofing
Insulation
Water proofinq
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofinslate Cements/
Adhesives
Coatinq
Liquid
Applied Roofing _
Systems Roof
Tile adhesive
Spray
Applied Polyurethane
Roofing
E.
P.S. Roof 1
Panels Roof
Vents Other
Manufacturer
I Product I Florida Approval # ha
Aluminum, Inc. ISoffits IFL12019-R2 tlas
Roofing___ IShingles IFL16305-R4 iterWrap,
Inc. —FU—nderlavments IFL15216-R2 P
International 1HVAC Tie Down L14239-R3 June
2014
Category Subcategory Manufacturer Product Florida Approval #
Description (include decimal)
5.Shutters
Accordion
Bahama
Colonial
Roll up
Other
6.Skyliqhts
Other
7. Structural
Component
Wood Connectors
Anchors
Truss Plates MiTek Industries Truss Plates FL2197-R5
En ineered Lumber
Railin____
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
PlasticsDeck / Roof
Wall
PrefabSheds Other
8.
New Exterior Envelope
Products Applicant'
s Signature Applicant'
s Name Please
Print) Rine
2014 3
TYPICAL WSONqy
WINDOW sciiECULE
IY------ ----
F L- IS33310,E A-
1 I - BEDROOP4
2 C:)
Ln
LU
kA'
Q
0
V)
Li
0
DEN
T
FLOOR
PLAN NOTES STANTON (
TM) ELEVATION "FC - FRENCH COUNTRY" GARAGE
LEFT
4
Florida Building Code Online Page I of 3
Submit Surcharge i Stats & Facts " Publications I F5C Staff 1 BCIS SU Map I Links I Search
aggkWigal" > AppikWon 0~
0
FL # FL15225-R3
Application Type Revision
Code Version 2014
Application Status Approved
Approved by DBPR. Approvals by D5PR shall be reviewed and ratified
by the POC and/or the Commission If necessary.
Comments
Archived
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton, OH 43517
419) 298-1740
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Rhone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute
Validated By Ryan J. King, P.E.
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) standacd YSAE
101/l.S.2 1997
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 06/13/2015
Date Validated 06/28/2015
https://www.floridabuilding.orgl-rIF-- n app dtl.aspx?param=wGEVXQwtDqv3yVVKJZIQ... 7/20/2015
Florida Building Code Online Page 2 of 3
to
Date Pending FBC Approval
Date Approved 07/05/2015
Summary of Products
FL # Model, Number or Name Description
15225.1 a. "Classic -Craft" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and
by Therma-Tru" without Sidelites. Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No
Approved for use outside HVHZ, Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2021
Design Pressure: N/A Installation Instructions
other: See INST 15225.1-68 (68 Door Products), INST ELW 2' JLJN51A52Z5J_-WW#
15225.1-80 (8'0 Door Products) and INST 15225-68M (6'8 QT tk*11q I -AA nd
Door Products Direct to Masonry) for instailation Riif
instructions. (Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409
04) Created by Independent Third Party: Yes
Evaluation Reports
EIAUZLU_ALKVM_-
kanpff
Created by Independent Third Party: Yes
15225.2 b. "Construction Series" and 6/8 Opaque Steel Door with and without Sidelites. Inswing1"Benchmark by Therma-Tru" and Outswing
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No
Approved for use outside HVHZ, Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2021
Design Pressure: N/A Installation Instructions
Other: See INST 15225.2-68 (6'8 Door Products) and INST ffU5n"3_jj_jN$j_j5225j&4j&
15225-68M (68 Door Products Direct to Masonry) for
installation instructions. (Note - Glazing Shall comply with Verified By: Lyndon F. Schmidt, P.E. 43409
ASTM E1300-04) Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
15225.3 c. "Fiber -Classic" and "BenchmarkFiber -Classic" "BenchmarkerC 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and
y T _TubyTherma-Tru" without Sidelites. Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No Si.(
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant; No 12/31/2021
Design Pressure. N/A Installation Instructions
Other: See INST 15225.3-68 (68 Door Products), INST
15225.3-80 (8'0 Door Products) and INST 15225-68M (6'8 tN
Door Products Direct to Masonry) for installation
Instructions. Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409
04. (This product approval requires the use of ")" part Created by Independent Third Party: Yes
number doors and sidelites, which have been stained or Evaluation Reports
painted within 6 months of installation - Excludes Opaque
Benchmark Door Panels.)
Created by Independent Third Party: Yes
15225.4 Premium Series" andP , u Series" Ee:n "Benchmark b:yTher rn.Tru.
6/8 and 8/0 Opaque and Glazed Steel Door with and without
Sidelites. Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: Na
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2021
Design Pressure. N/A Installation Instructions
Other: See INST 15225.4-68 (6'8 Door Products), INST
15225.4-80 (8'0 Door Products) and INST 15225-68M (6'8 l3A5ZZL93JUN"1Z5A&W
Door Products Direct to Masonry) for installation E=W0_1LJN5LWZEfiW4W
instructions. (Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409
04) Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
I15225.5 e. "Smooth -Star" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with andIbyTherma-Tru" without Sidelltes. Inswing and Outswing I
https://www.floridabuilding.orc,,,Iprlpr_app_dti.aspx?param=wGEVXQwtDqv3yVVKJZIQ... 7/20/2015
t
Florida: Building Code Online Page 3 of 3
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See INST 15225.5-68 (6'8 Door Products), INST
15225.5-80 (8'0 Door Products) and INST 15225-68M (6'8
Door Products Direct to Masonry) for installation
instructions. Note - Glazing Shall comply with ASTM E1300-
04. (This product approval requires the use of "J" part
number doors and sidelites, which have been stained or
painted within 6 months of installation - Excludes Opaque
Benchmark Door Panels.)
Certification Agency Certificate
Quality Assurance Contract Expiration Date
12/31/2021
Installation Instructions
S2Udf
fit R1.:1llJB$TAR25 `-_QQ 9
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
t 5225 R3 AE EVA) ..15225,A-.60,R1f
Created by Independent Third Party: Yes
15225.6 f. "Premium Series", "Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms.
Series" and "Benchmark by With and without Sidelites. Inswing and Outswing
Therma-Tru" with Transoms
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2021
Design Pressure: N/A Installation Instructions
Other: See INST 15225.6-68 (6'8 Door Products) and -
15225.6-80 (8'0 Door Products) for installation instructions,
Note - Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, R.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
Third Party: Yes
sac# Next
Contact Us ::
The State of Florida is an WEED employer. :: Pr vaQj Sti temenf :: Accessibility Slatement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic 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 to
Section 455.275(i ), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please click here_.
Product Approval Accepts:
no 0 R
https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV V KJZ 1 Q... 7/20/2015
NOTICE OF PRODUCT CERTIFICATION
Company: Therma-Tru Corporation Certification No.: N1005327-R5
108 Mutzfeld Road Certification Date: 10/15/2003
Butler, IN 46721 Expiration Date: 12/31/2021
Revision Date: 02/24/2015
Product: FiberClassic/Smooth Star Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites
Benchmark by Therma-Tru Series Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites
Specification: ASTM E330
The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
r a -at__ , 1tt,. a....ran,.r:., NAM19C f e.t.4:.br:nn tvnm-am is arrrMitod hvThe American ]National Standards Institute .(AN I).
PlAlvll s t..Crtt"cu riOuOta
Inswing Glazed Design Missile Test Report Number
Configuration or or Maximum Pressure Impact
Outswing Opaque Size Pos/Ne Rated Comments
X I/S Opaque 3'0" x 8'0" +47/-47 No NCTL-210-1940-1.2.3.4MF-257F
Single
X O/S Opaque 310" x 8'0" +47/-47 No NCTL-210-1940-1.2.3.4/TTF-257F
Sin le
XX Is Opaque 690" x 8'0" +40/40 No NCTL-210-1940-1.2 3-An TF-257F
Double Standard Aluminum ApU! al
XX O/S Opaque 600" x 810" +401-40 No NCTL-210-1940-1.2.3.4/1'TF-257F
Double Standard Aluminum As al
XX I/S Opaque 6'0" x 8'0" +47/47 No NCTL-210-1940-1.2.3.4/TTF-257F
Double Coastal Aluminum As al
XX O/S Opaque 6'0" x 810" +47/47 No NCTL-210-1940-1.2.3.4n7F-257F
Double Coastal Aluminum Astra al
OXOJOX/XO I/S Opaque Door 5'4" x 8'0" +40/40 No ETC-01-741-10593.0/L-21731=F-257F
Sin le wJSidelites Glazed Sidelites
OXO/OX/XO O/S Opaque Door 5'4" x $'0" +40J-40 No ETC-01-741-10593.0/L-2173/TTF-257F
Single w/Sidelites Glazed Sidelites
OXXO I/S Opaque Door 8'4" x 8'0" +40J40 No ETC-01-741-10593.0/L-21731TTF-257F
Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal
OXXO O/S Opaque Door 8'4" x 8'0" +40/40 No ETC-01-741-10593.0/L-2173/TTF-257F
Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal
OXXO I/S opaque Door 8'4" x 8'0" +47/-47 No ETC-01-741-10593.0/L-2173/TTF-257F
Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal
OXXO O/S Opaque Door 8'4" x 810"
1111 +
47/47 No ETC-0l-741-10593.0/L-2173JTTF-257F
Double w/Sidelites Glazed Sidelites Coastal Aluminum Astra al
National Accreditation & Management Institute, Inc./4794 George Washington Memoris y/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5124
NAMI AUTHORIZED SIGNATURE:
NOTICE OF PRODUCT CERTIFICATION
Company: Therma-Tru Corporation Certification No.: N1005329-114 -
108 Mutzfeld Road Certification Date: 10/15/2003
Butler, IN 46721 Expiration Date: 12/31/2021
Revision Date: 02/24/2015
Product: FiberClassic Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites
Benchmark by Therma-Tru Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites
Specification: ASTM E330/E331/TAS202
The "Notice of Product Certification" is only valid if the NAM] Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAM1's Certify ProductListim at www.Namicertificationcom. NAMi's Certification Program is accredited by The American National Standards Institute EANSII.
Inswing Glazed Design Missile Test Report Number
Configuration or or Maximum Pressure Impact
Outswing Opaque Size Pos/NEg Rated Comments
X 1/S Opaque 3'0" x 6'8" 67/-67 No ETC-01-741-10703.0/L-2097/TTF-253F Single X O/
S
Opaque 3'0" x 618" 67/-67 No ETC-01-741-10703.0/L-2097/TTF-254F Single XX I/
S
Opaque 6'0" x 6'8" 40/-40 No ETC-01-741-10703.0/L-2097/TTF-253F Double Standard Aluminum Astragal XX O/
S Opaque 6'0"
x 6'8" 40/-40 No ETC-0 I -741-10703.0/L-2097n7F-254F Double Standard Aluminum Antra XX IS
Opaque 6'0" x
6'8" 47/47 No ETC-0I-741-10703.0/L-2097/TTF-253F Double Coastal Aluminum Astragal XX O/
S Opaque 6101,x
6'8" 47/47 No ETC-0I-741-10703.0/L-2097/TTF-254F Double Coastal Aluminum Antra l OXO/
OX/XO I/S Opaque
Door 5'4" x 6'8" 40/40 No ETC-01-741-10593.0/L-2097/TTF-253F Single w/Sidelites Glazed Sidelites OXO/
OX/XO O/S Opaque
Door 5'4" x 6'8" 40/40 No ETC-01-741-10593.0/L-20971TTF-254F Sin le w/Sidelites Glazed Sidelites
OXXO I/S Opaque Door 8'
4" x 6'8" 40/-40 No ETC-01-741-10593.0/L-2097/T7F-253F Double w/Sidelites Glazed Sidelites Standard
Aluminum Ast al OXXO O/S Opaque Door 8'
4" x 6'8" 40/40 No ETC-01-741-10593.0/L-2097II7F-254F Double w/Sidelites Glazed Sidelites Standard
Aluminum As al OXXO I/S Opaque Door 8'
4" x 6'8" 47/47 No ETC-01-741-10593.0/i,-2097i1"TF-253F Double w/Sidelites Glazed Sidelites Coastal
Aluminum Antra al OXXO O/S Opaque Door 8'
4" x 6'8" 47/47 No ETC-01-741-10593.0/L-2097=F-254F Double w/Sidelites Glazed Sidelites Coastal
Aluminum Astragal National Accreditation & Management Institute, lnc./4794
George Washington o ' y/Hhyes, VA 23072 Tel: (804) 684-5124/Fax: (804)
684-5122 NAM AUTHORIZED SIGNATURE:
NOTICE OF PRODUCT CERTIFICATION
Company: Therma-Tru Corporation Certification No.: N1005330-115
108 Mutzfeld Road Certification Date: 10/15/2003
Butler, IN 46721 Expiration Date: 12/3112021
Revision Date: 02/24/2015
Product: FiberClassic/Smooth Star Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites
Benchmark by Therma-Tru Series Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites
Specification: ASTM E330/E331/TAS202
The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
Prod 1..1sti t Naini rtiPtcation com. NAMI's Certification m is accredited bv The Amerman National Standards Institute ANSINAMIsCertifiednetna
Inswing Glazed Design Missile Test Report Number
Configuration or or Maximum Pressure Impact
Outswing Opaque Size Pos/NeR Rated Comments
X I/S Glazed 3, x 6'8" 471-47 No NCTL-210-1940-1.2.3.4II"i'F-256F
Single
X O/S Glazed 3'0" x 6'8" 47/-47 No NCTL-210-1940-1.2.3.4/TTF-255F
Single
XX US Glazed 6'0" x 6'8" 40/40 No NCTL-210-1940-1.2.3.4/TTF-256F
Double Standard Aluminum Astragal
XX O/S Glazed 6'0" x 6'8" 40/-40 No NCTL-210-1940-1.2 a.4/TTF-255F
Double Standard Aluminum Astragal
XX I/S Glazed 610" x 6'8" 47/47 No NCTL-210-1940-1.2.3.4/TT'F-256F
Double Coastal Aluminum Astra al
XX O/S Glazed C0" x 618" 47/47 No NCTL-210-1940-1.2.3.4=F-255F
Double Coastal Aluminum AstEyal
OXO/OX/XO IS Glazed Door 5'4" x 6'8" 40/40 No ETC-01-741-11008.0/L-2151=-256F
Sin le w/Sidelites Glazed Sidelites
OXO/OX/XO O/S Glazed Door 5'4" x 618" 40/40 No ETC-01-741-11008.0/L-2151/T7F255F
Single w/Sidelites Glazed Sidelites
OXXO I/S Glazed Door 8'4" x 618" 40/40 No ETC-01-741-11008.0/L-2151/TTF-256F
Double w/Sidelites Glazed Sidelites Standard Aluminum Ast ]
OXXO O/S Glazed Door 814" x 618" 40/40 No ETC-01-741-11008.0/L-215I/17F255F
Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal
OXXO I/S Glazed Door 814" x 6'8" 47/47 No ETC-01-741-11008.0/L-2151/'I7F-256F
Double w/Sidelites Glazed Sidelites Coastal Aluminum ALtMpl
OXXO O/S Glazed Door 814" x 6'8" 47/47 No ETC-01-741-11008.0/L-2151=F255F
Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal
National Accreditation & Management Institute, Inc./4794 George Washington memorta yfrtayes, VA Ljuiz
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE;
MW
A
NOTICE OF PRODUCT CERTIFICATION
Company: Therma-Tru Corporation Certification -No. - N1005331-R5-
108 Mutzfeld Road Certification Date: 10/15/2003
Butler, IN 46721 Expiration Date: 12/31/2021
Revision Date: 02/24/2015
Product: FiberOlassic/Smooth Star Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites
Benchmark by Therma-Tru Series Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites
Specification: ASTM E330/E331/TAS202
The "Notice of Product Certification" is only valid if the NAMI Certification label has been applied to the product as described within this document The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfual. This product has been approved for listing within
NAMI's Certified Product Lisfta at . amicertificai NAMI 's Certification Prozraut is accredited by"eAmerican National Standards Institute ANSI
Inswing Glazed Design Missile Test Report Number
Configuration or or Maximum Pressure Impact
outswing U a ue Size Pos/Nex Rated Comments
X I/S Opaque 3'0" x 6'8" 67/-67 No ETC-01-741-10702.0/L-2096frTF252F
Single
X O/S Opaque 3'0"x 6W1 67/-67 No ETC-0I-741-10702.0/L-2096/TTF25IF
Sin le
XX 1/S Opaque 61099x 6'8" 40/40 No ETC-01-741-10702.0/L-20961T7F252F
Double Standard Aluminum Asnpl
XX O/S Opaque 6'0"x 6'8" 40/40 No ETC-01-741-10702.0/L-2096=F251F
Double Standard Aluminum Astragal
XX I/S Opaque 6'0" x 6'8" 551-55 No ETC-0 1 -741 -11 008.0/L-215 I =252F
Double Coastal Aluminum A 1
XX O/S Opaque 6'0" x 6'8" 55/-55 No ETC-0I-741-11008.0/L-215I/TTF251 F
Double Coastal Aluminum As al
OXO/OX/XO US Opaque Door 5'4" x 6'8" 40/-40 No ETC-01-741-11008.0/L-2151/TTF252F
Single w/Sidelites Glazed Sidelites
OXO/OX/XO O/S Opaque Door 5'4" x 6'8" 40/40 No ETC-0I-741-11008.0/L-215I/TTF251 F
Singlele w/Sidelites Glazed Sidelites
OXXO I/S Opaque Door 8'4" x 698" 40/-40 No ETC-01-741-1 1008.0/L-215 I=F252F
Double w/Sidelites Glazed Sidelites Standard Aluminum Ast al
OXXO O/S Opaque Door 814" x 6W1 40/40 No ETC-0I-741-11008.4/L-215I /TTF251 F
Double w/Sidelites Glazed Sidelites Standard Aluminum As al
OXXO US Opaque Door 8'4" x 6'8" 551-55 No ETC-01-741-11008.0/L-2151/1TF252F
Double w/Sidelites Glazed Sidelites Coastal Aluminum As al
OXXO O/S Opaque Door 8'4" x 6'8" 551-55 No ETC-01-741-11008.0/L-2151TITF251F
Double w/Sidelites Glazed Sidelites Coastal Aluminum Astra al
National Accreditation & Management Institute, Inc.J4794 George Washington Memo /Ilstyes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
I Nib
THERMA TRU DOORS
I IS J.DU.'rR OR., EDGERM., OH 43517
Smooth -Star" and "Benchmark by Therma-Tru"
68* SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS
W1 & WIOUT SIDELITES
INSWING IOUTSWING
INSULATED FIBERGLASS DOOR WITH WOOD FRAMES
7
CIY23 C4 4 5 _—4 is :)lGeneralNotesk,61 6
I. 11* product anchoring drawing has been developed in compliance with the 5th Edition DOUBLE W1 SiDaiTES OXXO
12014) fluido liukling Code (FOC) eicluding the 'High Velocity Hurricane Zone". See the AILAX DESIGN PRESSURE Certification
Agency Certificate for sties, spec&ations and ratings. +55.0 45.0 2.
Product anchors shall be as listed and spaced as shown on detaills. Anchor embedment CIY23
C4 4 5 _—4 is :)l GeneralNotesk,61 6 I.
11* product anchoring drawing has been developed in compliance with the 5th Edition DOUBLE W1 SiDaiTES OXXO 12014)
fluido liukling Code (FOC) eicluding the 'High Velocity Hurricane Zone". See the AILAX DESIGN PRESSURE Certification Agency
Certificate for sties, spec&ations and ratings. +55.0 45.0 2. Product
anchors shall be as listed and spaced as shown on detaills. Anchor embedment to bow
material shol be beyond wall dressk4 siucco, foam, brick and other wall coverings, 37-
511MAX,
OVERALL 3,
Wood
screws shall be installed following iristollation instructions of ANSI/AF&PA NDS 201Z I WIDTH JJ AN other
fastener types to be Installed following fastener manufacturer's installation instructions, I
V )74 4. embedmentFastenerdepths,
edge distoncesandcentercenterdistancesshotbeasj4r--f7
r__11! specified by the
fastener manutoctixer but in no Instance shall they be less than shown in this drawing. Q
5, Where shims
are used, they must be a 1igid / stiff" material that complies with the I requiterrients of the
FOC. 10 6. Positive
and
negative design pressure reqfirements for use with this drawing shall be determined by others
for specific jobs in accordance with the govern kig code. 7, Site conditions
not covered by this drawing are subject to further engineering analysis. 4 5 6 TAME Of COMMM
SHM # DESCRIPTION I
T "ale
M- & ffneral notes 2 Buck onc"
3 Rome ancho"
4 anc & bit
of matioh 5 Rom Horiontal &
vertical
cross
sections 6 Vertical cross
sectim SINGLE x MAX
DESIGN PRESSURE
67.0 -67.
0 74-WMA)L
OVERALL WIDTH 1/
7Y 2Y
3 4 Jill 68—
V
MAX
OVERALL WICITH SINGLE
W1 SIDELITES
OXC) MAX DESIGN PRESSURE
40.0 -40.
0 DOUBLE XX MAX
DESIGN PRESSURE
55.0 -55.
0 LOCK HARMAREAM S
SEM KYAKM SIG-MAY10ft
SOM LATCH KWUMT SIGMAMM SERIES
7W DEAMOU 119 rN "Ift
YNWRRJ SINGLE WISIDELITE
OX
MAX DESIGN PRESSURE
40.0 -40.
0 VALE. N.T.
S. Mr. W. JK
CW Vt. LFS
DR94W. NO: FL—
15225.5 -
SMELT I OF
W %
4^
4 4 4"
4.
41
I MULLION i MULLION
MASONRY < MASONRY7 4 11 SHOWN FOR MASONRY 74 t i SHOWN FOR i 1 i/i111
TYP. HEAD OPENING ji REFERENCE OPENING ii REFERENCE 11OPENINGi1P, TYP.
JAMBS HEAD11 H£ADII i
JAMBS & JAMBS
i `*-
2X SUCK I1 ZX 6UCK tl
2X BUCK
ui o i i MULLION - ' v
ci SHOWN FOR ° v
i i a d I l REFERENCE i t °° o
ii i! 1i
ii ii #1
II ii ii
S ' SINGLE WZSIDELfTE SI_ I W/SIDELITES
i R#A#G BUCK ANCHORING BUCK ANCHORING
MASONRY
OPENING
NOiE3:
1.?Xbuck rrixi.S.G.ZQ.55, 2X BUCK AWXVhNM
1.
tonarelo nxlie+f the corners nW be ousted to mdvrtoin the min. to
mho joins. 2
C *ac
0*
o bor noted os'MAX. ON CENTER" must be o*,sted to mwftin
mv ruin, diswa co tomorwjol!ttir orxitoors maytoMqUired
to eMM She %lAX, I, J: ark not . 3.
Concrete arwhor table: 4
4' 4"
4" 4. 4' 8'_
4
I
y ;-
41 04
TYP.
HEAD N
MULLION
4iiSHOWNFOR MULLION i
TYP, l REFERENCE SHOWN FOR JAMBS
ASTRAGAL HEAD REFERENCE i1 SHOWN
FOR JAMBS( REFERENCE
2X-J.-11 X
BUCK
I 11 1
ASTRAGAL. SHOWN
FOR 11 m U o
I lRumxcE I1
it 4
DOU
L£ BUCK
DOOR
ANCHORING
MASONRY OPENING
UBLE
BUCK
W
SIOEj ITES ANCHORING
N.
TS. arc.
a
LFS ; DWrrwo
FL-
15225.5-58 0 2 --
A_ s
D' ^E'
71MULLION
I.
et
SHOWN FOR
REFERENCE
A W/2X SUCK INSTALLATION
9 W/IX SUCK INSTALLAMN
IYP„ HEAD & JAMBS
SEE -
DETAJL '4'
SINGLE DOOR WISIQLLff,.5
12"o :'
IN
PAIRS n30
TYP.
4
3'-
2w
IL w D ""n
C14 > X
71:7fl
SEE
DETAIL C'
JL
VIEW "0"-D
W/ ommk COMMATM
FASTENERS, n50 130 CM "
soafrE To ww4me C0w&CTXl#4
SIDEUTE
J. The sidelite is direct set into the jamb wild (12) #8 x 2"pth. wood screws. There ore (4) at each
verMcdjomb, from the top down at 13.5, 31", 4&5"& 6N" There are (2) of the header at 4" from
the outside comers of the frorne. There ore (2) at the 0, 4" horn the outside comers,
2, For optiond; siderite construction with stoples, sidelite is direct set into the lamb with (4) 71,,'X
1-314* 16 go. staples along each jamb (6'h)Dm ends and equally spaced thereafter).
CONCRETE ANCHOR NOTES-:
1. Concrete anchor locations at the comers may be odAMed to maintain the rnin.
edge distance to molar joints.
2, Concrete anchor locations noted as 'MAX, ON CENTER" must be adjusted to
mantan the mn' edge distance to mortarjoints, odalitcnal concrete anchorsmay berequiredtoensurethe `MAX. ON CENTER' clknension are not exceeded. 3.
Concrete anchor table: C.
D'A' 7 "
7-
SHOWN
FOR REFERENCE
I SUCKNSTALL_AATION BUCK
INSTALATI5N- HEAD &
JAMBS T
iO
0
SEE
DETAIL '
2 TYP,
HEAD & JAMBS
SEE
DETAIL
D. "
A' .8. -A' SINGLE
DOOR met2iQal v7EW -e--:a S 'ti - . '? VIEW W/
2X SUCK 2 INSTALLATION
W/
IX BUCK 12 INSTALLATIONI DETAIL
W/
2X BUCK lN5TAJAT*
NlC W/lX BUCK INSTALLATION
DETAIL -
2 m
scxE
N T.SJK i1,
1
IN N
1" PAIRS 30
a
3"
7"
1-4 -" 3" e
4
3
3,
6
t
3. Tp
SEE MOTE3 N v
W/
2X BUCK m
i ''• ,"
SHEET
3 SEE DETAIL "3" A INSTALLATION - ow SEE #?£
7.3. A W/
1X BUCK a _
INSTALLATION
w ALLATION
z
z I1/iX " TfP.
HEAD u z IAL A#STAL Lin o h ASTRAGAL-
MULLION & JAMBS N
iv
SHOWM TYP, EAAta dC q > ^ obi SHOWN
FOR R SHOWN FOR _ REFERENCE
j REFERENCE -- ONLY 6 ONLYSEE
DETAIL "
4- a 16
n ? $ SEE o 7BLiDETAIL
16
wa - -or 76 1 !
12
DOUBf
L: DOOR WZ51DEUTESS YIEW '£"-"£" DOUBLE DOOR 940"
s/ Wr we COMAXATED FASMMERS.
MN lao (np. ,wa. LqE
M DWR , we msoxcmm) W/
2X BUCK 2 INSTALLATION
W/
1X SUCK INSTALLATION
12 7 C fteml
DESCRIPTION Moterioi A
110 x 2-7 2 PFH WOOD SCREW STEEL g
110 X 1-314WOODSTEEL Ci 10
X 1PFH WOOD SCREW i 10
x 3 4 LC. PFN WOOD SCREW (Hinge to Frome) STER 10 x
2 LG. PFH WOOD SCREW 318 x -
1 2 LG. PFH W STEEL 4 7
4- x 2-3 4 PFH ELCO OR 1TW CONCRETE SCREW STEEL a 1
4 x 1-3 4 171v PFHCONCRETE' SCREW STEEL 7 4
x 3-3 4"'ITW PFH CONCRETE SCREW STEEL 11 3
16x 3-7 4 ITW PFH CONCRETE SCREW STM 12 7
4 x 3-1 4 1TW PFH CONCRETE SCREW 73 MASONRY -
3000 PSI MIN, CONCRETE CONFORMING TO ACi 301 OR
HOLLOW BLOCK CONFORMING TO ASTM C911 CONCRETE 75 1
4 X 2-1 4 PFH ITW CONCRETE SCREW STEEL 2 1112"
HEADER JAMSUGAR PIN£, SG >= 1134 WOOD 21 3
4 THK. PRESSURE TREATED SIDELiTE PAD WO 30 X
1 X 25 GA. CORRUGATED FASTENER W/2X
SUCK INSTALLATION 3
v 0
Wf 1
X SUCK 71 L3EiAit '1"
INSTALLATION ATTACH ASTRAGAL
THROW SOLT i J
STRIKE PLATE TO FRAME AS SHOWN,
1 I
7 I?
t-
TAIL "4' 49 Pi
a
i
J
e
n
2
1
i2 °z sr JK
m LFS 15225.
5-
68 0 4 cr
6 a
Zak
1 X BUCK
xxCu _ I 4
N x
INTERIOR EXTERIOR
HEAD JAMB
OWAV owm
1 m
xv'
A Z Y Nci
INTERIOR EXTERIOR
s
BUCK
INTERIOR
4
EXTERIOR
IY MAX.
SHIM SPACE
3.I S" MIN.
1.2S' MN. EMS,
EM& MY
4l YERr" =E jAw
a
c
W
Z
BUCK A to W
INTERIOR EXTERIOR
3 BEAD JAJ t
5 iv
sh wrs
ci
EXTERIOR
OIF MAX.
SHIM SPACE
l,la" M1N.
EMB.
rS-'N MM ME JAM
lot
ar: JK m
152z —ss n
INTERIOR
INTERIOR
V ?7
EXTERIOR
a-a-M
EXTERIOR
INTERIOR
z
Z.6
71 ns
C r
mmgsu
IV '.11 ......
INTERIOR EXTERIOR
f
20
21 12 t
r3-"'\ VEV" CRW goQN
EXTERIOR INTERIOR
N'T.S.
or. A
oll, Lfi5 3
4c w
a
15225.5-68
I I likli-q
THERMA TRU DOORS
I I a JNCUA-- 0-, E-a N, CH 43517
Smooth -Star" and "Benchmark by Therma-Tru"
87SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS
W18 WOUTSIDELITES
INSWING / OUTSWING
INSULATED FIBERGLASS DOOR WITH WOOD FRAMES
Generd Notes
F_
t05 SO MAX OVERALL FRAME WIDTH --,
0
S2
Zfl Iz 5- ZIA
L This product anchoring drawing has been developed in compliance With the 5th Edition
12014) Paido Sulding Code fFBC) excluding the "High Velocity Hmicane Zone". See the
Certification Agency Certificate for sizes, specifications and ratings.
0600
3. wood screws shall be installed following instofloiion instn)ctions of ANSI/AF&PA NDS 2012.
AN other fastener types to be installed following fastener mnufoctvWs installation
instructions,
4. Fastener embedment depft, edge distances and center -center distances shall be as
specified by the fastener manufactwer but in no instance sh they be less ftn shown in
this drowft
5. Where shirns ore Used, they ffwst be o"rigid / Or material that complies with the
requirements of the FBC.
6. Positive and negative design pressure requirements for use with this drawing shall be
deteunined by others for specific jobs in accordance with the governing code,
7. Site conditions not covered by this drawing are subject to further engineering onatysb.
TAKE Of CONIMM
SKW # DEWJ27M
1 Typiod elevations. design or-- & 2E!Ld notes8-k 22En2Wq
3 Frame
4 Rom orexx*g & bi of rnoleriols
Horizorytd & verlicod cross secitiom
Vertica cross sections
68-W MAX,
OVERALL WIDTH
DOUBLE WISIDEUTES OXXO SINGLE W/S;DEUTES OXO
MAX DESIGN PRESSURE I= JiAjtDWAff Avo & IMAX DESIGN PRESSURE
47.0 .4.0070KWWffS*hMHW $E*AES LA7CH +40.0 -Q.0 37-
VMAX OVERALL —
WDIH
74W
MAX. OVERALL MOTH rINV _
2 3 5100"
MAX. OVERALL
WIDTH I
V 2 Y3'\ 5 =:?
I Z" 4
4 K
r;
r 5
0-
e
2L -
J'.; 4.
5 4 )L. — N,T,S, 2.-.-Y-. JA t. 4 .. Y A Y 51 Kl
WS OY: JK SINGLE
X DOUBLE XX SINGLE WISIDELffE Ox CW 91; LFS MAX
DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE oftwon MD., FL—
15225 5-80 67.0 -67.0 +47.0 -47.0 +40.0 -40.0 PfUT _
L OF . 0 qV
4 4 4
ri 4 4
r1
4
asMAsoRY774iIFOR •., k —
OPENING TYP. HEAD
MASONRY
ftEFE NFO MASONRY 4 I I ) **
JAMBS
OPENING
I
OPENING # ''
tr7 y11 t n
dt fAli9a &
HEAD HEAD
JAMBS
oats
Mn ti 2X BUCK j o Z -
2X BUCK
S i
reo ,-MULLION
ci SHOWN FOR _
3a
REFERENCE
X
2X BUCK
z
it Ii
SINGLE OOOR SINGLE WlS1DEUTE SINGLE W/SIDELiTES m
BUCK ANCHORING BUCK ANCHORING PUCK ANCHORING c
MASONRY
4 4 di SHOWNNFOR MULLION J
OPENING '. HEAD I1 7YP. 11 REFERENCE SHOWN FOR. l C
JAMBS V ASTRAGAL HEAD REFERENCE 1 viSHOWNFOR & JAMBS(
REFERENCE '
NOTES: 2X BUCK
I. 2Xtwck min. S.G. t 0,55.JI
JIL ASTRAGAL It
CONCRETE ANCHOR NOTES: 2X
1. Concrete anchor locations at the comers may be odjusted to maintain the min. BUCK
SHOWN FOR j i
edge Cw ncefomorfti0ints. li REFERENCE S ;
z Concrete anchor facotiau noted as'7.iAX. ON CENTER" rnua be acW&d to
nstain the rr n edge distance to mortorlomts oddhond concrete ar>chors a •
may be required to ensure the'A M ON CEM r dimension are not exceeded. +n Z
J a
3. Concrete anchor fable: ab , n
8 8
Emma 00
n
N.T.S.
BY: LFS 3
MASONRY Ai UBLE WZSIOELITES FL-75225.5-80
BtLY ANCHORING OPENING CK ANCHORING n
I sm 2 or 6 ..
C
T,
7 3 1lf
1 lirT— r, T-1
MULLION
14 SHOWN FOR
REFERENCE
A W/2X BUCK
INSTALLATION0
W/lX BECK ;NSTALLADON
TYP, HEAD & JAMBS
Lu
3-
1C, V
7-
MULLION
L
SHOWN FOR
REFERENCE
SUCK 04STAUAl
SUCK INSTALLAI
HEAD & JAMBS
NOT
SSEE
E I16SEEt'3
D ETAL
4- >
1 f 12rq ,
u
LAJ
C' -D' "A'
VIEW "C*-:Q SINGLE DOOR W/SIDELfTES VIEW VIEW D,-,p SINGLE DOOR #zajKLa
SrXW/ OMM#ALcerraucaUD FAVEWRS,
ITU 130 frrP AU SaaAE
TD 0" tom C0W&rTXW5) SIDEUTFIHARINDARE
NOTES: I.
The sidefite is direct set into the jamb with (12) #8 x 7 pfh, wood screws. There ore (4) at each vertical
jamb, from the top down at 13.5", 3 1, 48.5'& 6e. There ore (2) at the hewer at 4" from the
outside comers of the frame. There are (2) at the sill, 4" from the outside comers. Z
For optional sideke construction with staples, sidelte is direct set into the jamb with (5) 711,' X 1314"
16 go, staples along eochj=b (6"from ends and equalty spaced thereafter). 3.
Larch, dewbott and hinge locations vary, See Certification Agency Certificate and corresponding
test reports for specific dimensions and design pressure ratings. CONCRETE
ANCHOR NOTES. 1.
Concrete anchor iocations at the comets may be od uvted to maintain the min. 0 7-'TAl L "4 edge
distance to mortar joins. 2.
Concrete anchor k=tions noted as "MAX. ON CENTER" must be adjusted to maintain
the min' edge distance to mortar joints. additional concrete anchors may
be required to ensure the "MAX ON CENTER" dimension are not exceeded. A 3.
Concrete anchor tob$e: 8. '
A' A
W/2X BUCK INSTALLA'nON INSTALLATION
O
EEzW/
I X eucK - SEE X
TYP'
HEAD & JAM
8S iv
2,)
Ct -
ICDETAIL
4
x
9' '
A' VIEW
SINGLE DOORaw X'-:5 04 'o
and E
z
4 vl--
1 -1 ! In go
mm, 7A6.
BY'
JK ZW. IT.
A-MW
FL-15225.
5-80 w .1
OF -L 40 1
w `00
A.
C" > w
z44:;w F--, f-- C
7 SEA oiT'IL "3'
SEE NOTE 3
SHEET 3 1 # 3
MULL#ON
SHOWN FOR
J
REFERENCE
ASTRAGAL-'
SHOWN FOR
REFERENCE
ONLY
t
a t6 16 t
to
5I _ t2
VEW '—" DOUBLE 00 W/SID£LiTFS
Fw/ix suc+
JNSTALL4TEC
TYP. HEAD
a JAM$S
SEE
DETAIL
4"
W/2X
SEE DETAIL INSTAUATroN
3 w/3
t
TYF. HEAD
JAMBS .
ASTRAG++L
SHOWN FOR
REFERENCE
ONLY
96 t6
A'
QOLtBLE DOOR
t
DETAflL "4"
A
A'
DETAIL ") "
4
i w 5 Epp
SEE * v i
D Ai Xw. c
d
0ILi 4 =
x 04a
O
Q
1
ALA
A'— A' SOWN
w/ oprb+ca rn carm FASSL*
CM MV joo (" ALL S*
RJT To ODOR J440 C*#0 70NS) 1
p- 0
DETAI{, «:
i• ATTACH
ASTRAGAL THROW BOLT STRIKE
PLATE TO FRAME AS
SHOWN. LL
N.T.S. BY:
JK a er:
LFS 3 WAG
ao: a
a
15225.
5-80 p rr
4 of 6
n
EXTERIOR
rl-*-N HM JAAM
T. Ix
Wkvftwn
2-X BUCK
INTERIOR
4
A
B(TERIOR
2YMAX
SHM SPACE
EMB.TYP.
4 YI?1l7tGAt SIDE JAMB
T*2x%
tuv*vshown
INTERIOR
2x SUCK q in
INTERIOR EXTERIOR
3-'N MAD JAMS
T. 2X
ww vvv"
L_0.15*MIN.
C-SINK
OIS"MAX
SHM SPACE
I.IS'MIN,
Ew.
1-5V LAW kvwm#
w,m LB
DflciZO
t4
S--
N . T.S. 4 4
BY: JK 8,.
LFS WNG
mo 15225.
5-80 LT
5 OF fl
do I
INTERK)R
Mll
INTERIOR
z C
bA
INTERIOR EXTERIOR
EXTERIOR INTERIOR E
20
21 12
X-,
1' J. 1iMCAL 3 -'N VMXAL
0
EXTERIOR
Z Z
41il
N.T.S.
ar JK
LFS
we wog
E
1.5225.5-50
OF J-
THERMAITRtJ* I C&W MAX. OVERAU FRAME WIDTH
33
THERMA TRU DOORS
DR., EDQ, 0H 43517 Zl: 1 1 J3 J--L
I r
6'8" SINGLE & DOUBLE OPAQUE OR GLAZED DOORS
W1 & WIOUT SIDELITES
OUTSWING
DIRECT TO MASONRY INSTALLATION 3-)
741:
4
General Notes
1. This product anchoring drawing has been developed in compliance with the 5th Edition
2014) Rofida Bukfirg Code (IBC) excluding the"High Velocity Hurricane Zone". See the
Certification Agency Certificate for saes, sPeCifiC0110M and rotihgs.
Z Product anchors shall be as fisted and spaced as sliown on details, Amhor embedment
to base material shall be beyond wag dressing, stucco, foam, brick and other won
coverings,
3. Fastener embedment depft edge distances and center -center distances shall be as
specified by the fastener manufacturer but in no instance shall they be less than sho%vri in
this draming.
4. where tkm are used, they must be a "rigid / stiff material that complies with the
requirement of the FBC,
5, Positive and negative design pressure requirements for use with fts drawing shalll be
determined by others for specific)obs in accordance with the governing code.
6. Site conditions riot covered by U drawing are subject to tudher engineering analysis.
TABLE OF
SKW DESCRIPPON
I eievat , design premses & generoi notes
2 oftfool crm "Clons
3 Oran
4 trrarre
5
DOME WISMIM10=0
MAX DESIGN PRESSURE
55.0 .55.0
37-WMAX
OVERALL
WIDTH
74.5(X MAX,
OVERALL WIDTH
I' 12 )i
4r3 3 5-741
ait
2 2
A
W,LE X DOUME xx
MAX DESIGN PRESSURE MAX DESIGN PRESSURE
1--- +55.0 -55.0 +55.0 -55.0
seCV*z"* +65.0 -65.0
68.5(r MAX -
OVERALL WIDTH
SWAEW1$0aM0X0
MAX DESIGN PRESSURE
55.0 -55.0
539 MAX. —
1OVERALLWIDTH
sww */=an ax
MAX DESIGN PRESSURE
55.0 -55.0
iOCX HARDWARE V" a $EMS
KMM7 90MA71iff SOM LATCH
is
E
M
N
WAL N.T.S.
wc. BJK W-
W.- LFS MWM
NO, FL-
15225-66M OHM
I OF 5 V
I
r ' '"
f l t c-)
INTERIOR
O.
MWjkL Mg goo
a
n
S,w
Z C
z„ INTERIOR
1
m iff
j
iz
O4
a a
a EXTERIOR
te e s
F,
MG. w JK m
aec- ef: LFS
FL-15225-68M 0
mow 2 of 5
n
S'MAX.
EXTERIOR W INTERIOR
rl-\ VWCAL CR-M Row—
3 Tq%f-,*
nown—I
EXTERIOR INTEROR
3$
2-"\ VMW.AL CRW
EXTERIOR INTERIOR
12
lj VWCAL =WN
MR*T5 -Z-45
z
EXTERKA
tm
INTEROR
0Z
Eo
Iz
C SW
lb
A Up
ac
to
ar, JK
or. LFS
DRAWR4 Na:
u
FL- 15225-68M
SHa7 OF 10,
0 1
Ir
A
S
e"
71 6-
gal10WHEADOtto
WCHEAD IT TYP. 0 HEADfw mwl
i2 ITYP0HEADI Cn: CHEAD " " iF
4*hCHEAD 2 4r HM E
5Typ. a
MAIJON, MUUJDN § . —
f 441irHEAD
1— am,
SHOWN FOR
Q: SHOWN FOR
REFR84CE RSUZENCE
6-9/1 e JAMB0 0
0 JAMBS TYP. 0 JAMBS TYP. 0 JAMBS 2t
C JAMB 4-9116- JAMB I e* JAMB
O in
r o
Sa-)
DETAJL"S' o #
SEE
DETAIL
SEE
w" :," , *- -,,
c; In +
4- 12 DETAA.r&r
12
I YIEW -C---C SINGLE DOOR KA!9UTES VIEW *r-"F VIEW *W-D" SINGLE DOOR WISIDEUTE VIEW"r-*r SINGLE DOOR VIEWW-"A"
edge d*x" to MorWicints.
2. Cancrate arg*ortcations noted as 'MAX. ON CENW nuM be ocoisted to
mmytain the rnin. edge distonce to rnortarjoints, additional concrete anchors
Oy be required to ensme the MAX. ON CENTER"dirnension ore not exceeded.
3. Concrete anchor kg*:
Ran
SIDEUTE NOTES
1. The sidelfte is direct set into the jamb with (12) #8 x 2'pfn. wood screws. There ore 14) of each
vertjco)jcrnb, from the top do%n of 13.5" 31", 48.5"8 66". There ore J2) at the heoderct4"
tram the outside comers of the frame. There are (2) at the sM, 4"trom the outside comers.
1—
AEW "C"-"C-
r -..-i
1 # 1
w
R)16" HEAD
TYP. @ HEAD
S1f DETAIZ "6'
WtCHEAD
ASTRAGA%' g x MUWON
SHOWN FOR SHOWN FOR
REFERENCE REFERENCE
ONLY
1
69/16"JAMB
TYP, 0 JAMBS
4.9/16" JAMB
ci •
SEE
DETAILI" o BILL
Of MATERIALS tf&
A0 DESCURONr,+aniFau I
X MAX. SHIM SPACE D
1/4" X 2-314" ELCO OR 1TW PFH CONCRETE SCREW STEEL E
MASONRY -
3000 PSI MIN. CONCRETE CONFORMING TO ACI 301
OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE
F
T/4" x 2-114" ELCO OR (IW PFH CONCRETE SCREW STEEL G
3116" X 2-314" lTW PFH CONCRETE SCREW STEEL H
3116" X 2-114' TTW PFH CONCRETE SCREW STEEL 5
1/4" x 1-314' EFCO OR 11W PFH CONCRETE SCREW STEEL I
I 3/16" x 3.1/4' TTW PFH CONCRETE SCREW STEEL 12
1 4" x 3 T 14" ELCO 1TW PFH CONCRETE SCREW STEEL 16
1 /4" X 2-114" PFH ITW CONCRETE SCREAM SiEEi 24
9 X 31T PfH WS STETS 26
9 X 1" PfH WS STER 27
10 X 1 314° PfiT WOOD SCREW STEEL in
t
iIN-
VIEW
F-*r DOUBLE DOOR VIEW "A -W I3
T
N
J1
j
ATTACH
ASTRAGAL THROW BOLT ~ STRIKE
PLATE TO FRAME 74
AS SHOWN. 24
DEWL
V 4
e 26 24
OM
A,TZ N.
T.S. ar;
JK Mal.
LFS FL-
15225-63M' peu
5 Of 5 H
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building industry
C P.Q. Box 230 Valrico, FL 33595 Phonc 813,659,9197
Florida Board of Professional Engineers Certificate of Authorization No. 9913
Product
Cate a , Sub Category Manufacturer Product Name
Thermal Tru Corporation Smooth -Star" and "Benchmark by Therma-Tru"
Exterior Swinging 118 Industrial Dr 6'8 Single & Double Opaque or Glazed Panels wi & w/o Sidelites
Doors
Exterior Door
Assemblies Edgerton, QN 43517 Inswing i Outswing
Phone 419.298.1740 insulated Fibe lass Door with Wood Frames
Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for
Therma Tru Corporation, based on Rule Chapter No. 61G20-3, Method 1A of the State of Florida Product Approval, Dept. 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 anchoring has been developed In compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding
the "High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and design pressure ratings.
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam,
brick and other wall coverings.
3. Wood screws shall be installed following installations instructions of ANSI AF&PA NDS 2012, All other fastener types to be installed following fastener
manufacturer's installation instructions.
4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no instance shall they
be less than shown in drawing FL-15225.5.68.
5. Where shims are used, they must be a "rigid i stiff' material that complies with the requirements of the FBC.
6. Positive and negative design pressure requirements for use with drawing FLA5225.5-68 shall be determined by others for specific jobs in accordance
with the governing code.
7. Site conditions that deviate from the details of drawing FLA 5225.5-68 require further engineering analysis by a licensed engineer or registered
architect.
Supporting Documents:
1.
ETC-01h741-10702.0
ETC-01Q741-11006.0
TEL OW0147
2. jEMI0a No.
No, FL-15225.5-68
3. Cilelj"oilg
Anchoring
Test Standard
ASTM E330-02 i TAS 202-94
ASTM E330-02 i TAS 202-94
ASTM E330-02 i E1886-02 i E1996-02
P,lpared by
RW Building Consultants, Inc. (CA #9813)
Preoargg by
RW Building Consultants, Inc, (CA #9813)
Sheet 1 of 1
11122119&00lX
ETC Laboratories
ETC Laboratories
Testing Evaluation Lab.
Igned by
Wendell W. Haney, P.E.
Joseph L. Dolden, P.E.
Lyndon F. Schmidt, P.E.
WMW A Anted k1t
Lyndon F. Schmidt, P.E.
JQ00 A ftaltd hi
Lyndon F. Schmidt, P,E.
R R W Building Consultants, Inc.
W B Consulting and Engineering Services for the Building industry
C P,Q. Box 230 Valrico, FL 33595 Plan 813,659,9197
Florida BoW of Professional Engineers Cenificate ofAtdhorization No. 9813
Product
Sub Category Manufacturer Product Name
Ca o
Therma Tru Corporation Smooth -Star" and "Benchmark by Therma-Tru"
Exterior Swinging 118 industrial Dr 8"0 Single & Double Opaque or Glazed Panels wl & w/o Sidelltes
Doors
Exterior Door
Assemblies
Edgerton, 01.1 43517 Inswing Outswing
Phone 419.298.1740 Insulated Fiberglass Door with Wood Frames
Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for
Therma Tru Corporation, based on Rule Chapter No, 61G20-3, Method 1A of the State of Florida Product Approval, Dept. 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 anchoring has been developed in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding
the "High Velocity Hurricane Zone", See the Certification Agency Certificate for sizes, specifications and design pressure ratings.
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam,
brick and other wail coverings.
3. Wood screws shall be installed following installations instructions of ANSi AF&PA NDS 2012, All other fastener types to be installed following fastener
manufacture's installation instructions.
4. Fastener embedment depths, edge distance and oenter-center distances shall be specified by the fastener manufacture, but in no instance shall they
be less than shown in drawing FL-15225.5-80.
5. Where shims are used, they must be a "rigid / stiff' material that complies with the requirements of the FBC.
6. Positive and negative design pressure requirements for use with drawing FLA 5225.5-80 shall be determined by others for specific jobs in accordance
with the governing code.
7. Site conditions that deviate from the details of drawing FLA 5225.5-80 require further engineering analysis by a licensed engineer or registered
architect.
Supporting Documents:
1 la335 d "Ri 12sl.§Wn¢ard Tmtlnfj Laboratory Mgneg W
ETC-01-741-10593.0 ASTM E330-02 / TAS 202-94 ETC Laboratories Mark D. Passero, P.E.
ETC-01-741.10703.0 ASTM E33O-02 / TAS 202-94 ETC Laboratories Wendell W. Haney, P.E.
NCTL 210-1940-1,2,3,4 ASTM E330-02 / TAS 202-94 NCTL Barry Portnoy, P.E.
TEL 01460147 ASTM E330-02 / E1886-02 / E1996-02 Testing Evaluation Lab. Lyndon F. Schmidt, P.E.
2. DEfting fo,.,-
No. FL-15225.5-80
Pre,pAred by
RW Building Consultants, Inc. (CA #9813)
Alain d &an IS# 3Y
Lyndon F. Schmidt, P.E.
3. GaIgulatl2ris
Anchoring
Pre ar2by
RW Building Consultants, Inc. (CA #9813)
Owd A §U124 hX
Lyndon F. Schmidt, P.E.
Lyndon F. Schmidt, P.E.
FL PE No, 43409
Sheet 1 of 1 2/6/2015
R R W Building Consultants, Inc.
W Consulting and Engineering Services for the Building Industry
B P.O. Box 230 Valrico, FL 33595 Phone 813,659,9197
Florida Hoard of Professional Engineers Cenificale of Authorization No. 9813
Scope: Product Evaluation report Issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for
Therma Tru Corporation, based on Rule Chapter No. 611320-3, Method 1A of the State of Florida Product Approval, Dept. 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 anchoring has been developed In compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding
the "fth Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and design pressure ratings.
2. Product anchors shall be as fisted and spaded as shown on details. Anchor embedment to base material shelf be beyond wall dressing, stucco, foam,
brick and other wall coverings.
3. Wood screws shall be installed following installations instructions of ANSI AF&PA NDS 2012. All other fastener types to be installed following fastener
manufacturer's Installation Instructions.
4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no instance shall they
be less than shown in drawing FL-15225-68M.
5. Where shims are used, they must be a "rigid I stiff" material that complies with the requirements of the FBC.
6. Positive and negative design pressure requirements for use with drawing FL-15225-68M shall be determined by others for specific jobs in accordance
with the governing code.
7. Site conditions that deviate from the details of drawing FLA 5225-68M require further engineering analysis by a licensed engineer or registered
architect.
Supporting Documents:
1. Itat Baert 110,
TEL 01460145 ASTM E330-02 / E1886-02 I E1996-02
ETC 01741-11006.0 ASTM E330-02 / TAS 201, 202, 203-94
2. 12E wing No. Pre,211E29 1W
No. FL-15225-68M RW Building Consultants, Inc. (CA #9813)
3. Calcyl Eons erepar dby
Anchoring RW Building Consultants, Inc. (CA #9813)
Sheet 1 of 1
1I Una 602MM 6IgI)2dbx
Testing Evaluation Lab. Lyndon F. Schmidt, P.E.
ETC Laboratories Joseph L. Dolden, R.E.
1011 9 a A21dgg. by
Lyndon F. Schmidt, P.E.
gad 8 Sealed ,ty
Lyndon F. Schmidt, P.E.
4
k
Lyndon F. Schmidt, P.E.
FL PE No, 43409
2/612015
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext 2560
bsitlinger@mlwd.com
Brent Sitlinger
bsitlinger@miwd.com
Exterior Doors
Sliding Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a
Licensed Florida Professional Engineer
1 Evaluation Report - Hardcopy Received
Luis Roberto Lomas
PE-62514
National Accreditation and Management Institute
12/31/2015
Steven M. Urich, PE
i
Validation Checklist - Hardcopy Received
standwd YAM
AAMA/WDMA/CSA 101/l.S.2/A440 2005
V1 I affirm that there are no changes in the new Florida
Building Code which affect my product(s) and my product(s)
are in compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity ".,Yes CENo N/A
https://www.floridabuilding.ora/i)r/pr apin d aspx?param=wGEVXQwtDqtH8572qvdWI... 7/20/2015
r---
tl
I I
Florida Building Code Online Page 2 of 3
Product Approval Method Method I Option D
Date Submitted 04/30/2015
Date Validated 04/30/2015
Date Pending FBC Approval
Date Approved 05/06/2015
Summag of Products
Fl. # Model, Number or Name Description
15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"X80" NON -
REINFORCED
Limits of Use 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 RATINGS Created by Independent Third Party: Yes
15332,2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96W0" NON -
REINFORCED
Limits of Use Installation Instructions
Approved for use in HVHZ. No EkW3z-R2-jL9fHQ'Q"K'wf
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 ftmm-.Mgmpof
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.3 SERIES 420 ALUMINUM SGD0 SERIES 420 ALUMINUM SGD REINFORCED OXO
REINFORCED 145-3/4"x96"
Limits of Use Installation Instructions
Approved for use In HVHZ: No E"=Z-R1JL4"22A4A1V-W
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 EIA5332-RZ-AL-5122MAW
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX
REINFORCED 96"X96"
Limits of Use 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 RATINGS Created by Independent Third Party: Yes
15332,5 SERIES 420 ALUMINUM SGDSERIES SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96"
Limits of Use Installation Instructions
Approved for use In HVHZ: No BX533Z-ftLJLQ4-1Z21QAAW
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 EL=2-RZ-A"kW.Q&V#(
PRESSURE RATINGS I Created by Independent Third Party: Yes
15332.6 -iALUMINUMSERIES420 REINFORCED
SGD
SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX
96"x96"
Limits of Use Installation Instructions
Approved for use In HVHZ: No 5453a2 k3;ZiLo U-Q49xlj&
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 Ekw3kjA"E-A1QQQ-%1w
PRESSURE RATINGS Created by Independent Third Party: Yes
I - 1
15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" I ALUMINUM SGD I I
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtH8572qvdWI... 7/20/2015
Florida Building Code Online Page 3 of 3
Limits of Use 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 RATINGS Created by independent Third Party: Yes
15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON -
REINFORCED
Limits of Use 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 FU%1UJV—AL31M%9Af
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX
ALUMINUM SGD 143"x96"
Limits of Use Installation Instructions
Approved for use in HVHZ. No EL01Uj9—U—Qk=3"W
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 110"UPLAL-Mmuff
PRESSURE RATINGS Created by Independent Third Party: Yes
contacts ::
The State of Florida is an AAjIEE0 employer. CWMIJ 20QL.aQj3 Wits 91 EllliEo. :: Pdyac)i 5L&teM§n AQCyS°ipitity S Ttament :: a1bA0a,5id1fta=
Under Florida law, email addresses are public records. if you do not want your e-mail address released In response to a public -records request, do not send
eifftronk: mail to this entity. Instead, contact the oMce by phone or by traditional mail- If you have any questions, please contact 850,487.1395. *Pursuant to
Section 455,275(1). Fievidia Statutes, offective October 1. 2012, laparsess, ficartuall under Chapter 455, F.S. must provide the Department with an email address If
thay have one. The "140% Provided " bO WW (Of Official carranumcation, with the licen"e. However email addresses are public record. If you do not wish to
supply at personal 800M, Please Provide the DOPPrip'nart with an email oddness which can be made available to the public. To determine If you are a licensee under
Chapter 05, Ir,S,, please click tre_
Product Approval Accepts;
WiNERE
Credi
I vigh
https://www.floridabuilding.org/pr/pr_apr)—dtl.aspx?param=wGEVXQwtDqtH8572qvdWI... 7/20/2015
SIGNED: 1211012013
M! WNDOWS AND DOORS LLC
1001, W. CROSBY RD
CARROLLTON, TX 75006
SERIES 430/440 X'X SCO
143" . 96" 'REINFORCED WITHOUT ADAPTER
NOTES
08-02250
7 _kT NTS 1- 10/30/13 01- 9
MAX
t
7kP
C* I=>
SERIES 4301440 XiX SGD
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING i IMPACT RATING
35.OPSF NONE +25,01-28.6PSF NONE
WITH la2'SlJ-L WITH I 11r SILL
SEE CHARTS 01 AND A2 FOR OTHER UNITS RATINGS SEE CHARTS $3 AND #4 FOR OTHER UNITS RA77NGS
CHART#1
WITH 2 1,32'5&L
WHERE WATER INFILTRATION RESISTANCE 15 REQUIRED
SEE NOTE 9 SHEET I
CHART*2
WITH 2 1,32* SILL
WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED
SEE NOTE 9 SHEET I
CTtdlt AMC
Frwm YVAJM M
X0 a1 47.7
f" WAV
B&O 68,2
wu W"
7 ;-,l $07 *—.7 -
353 4T,* 42,5 4Zk 394 3
Flo tZ I 5Z I 45/2 404 40A 1 37,1 1 3,1
1 96.0 495 1495 1 47.9 1 42 Q 362 350 :nO.
fl;=7 4
J,
1 112"SILL
ALUMINUM 6063-T5,055 THICK
CHART#3
WITH I 1,v SILL
WHERE WATER INFILTRATION RESISTANCE IS REQUIRED
SEE NOTE 9 SHEET I
CHART#4
WITH 1 11TSXL
WHERE WA TER INFILTRATION RESISTANCE IS NOT REQUIRED
SEE NOTE 9 SHEET I
NOR=
CHART05
ME WINDOWS ND DOORS LLC
lw.
ACROSBY
c ARROLLTON,
TX 75006 SERIES 430/
440 XIX SGO Z• 143 x96" RE:WORCED WITHOUT ADAPTER ELEVATIONS • UYPOF-
A V 1
08-02250 NTS F",
10130/13 1 `F-
EXTERIOR ' I U 3 I i INTERIOR
VERTICAL CROSS SECTION
WOOD FRAMING OR 2XBUCK INSTALLATION
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 F-Zl 12
INTERIOR
7111
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR2X&)CKWSTALLATION
Mll WNDOWS AND DOORS LC
100, WRos3y RD CARRO ; _
L70-N, TX 75006 SERIES
430/4AO XIX SGD 143-
x 96" REIN ' --CRCED Vv ' THOUT ADAPTER FRAME
INSTALLATION DETAILS Vl.
08-02250 S4'
NTS 10/30/13 3 0- 9
I
0 E", "Ll,
fit
L
VERTICAL CROSS SECTION
METAL STRUCTURE 'INSTALLATION
NOTES.,
t INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY,
Z PERIMETER AND JO.1VT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
4
F
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
M31 WINDOWS ANDO D ORSLLC jj Jllltfj0, lociW. y D CROS3 CARROLLTON, TX
75006 z SERIES
430/440 )OX SGD 96" REINFORCED
WITHOUT ADAPTER to; G- FRAMEINSTALLATION- DETAILS YATf OF VL, 08-
02250 A w, ONAi. NTS 10/
30/13 .7 L
VERTICAL CROSS SECTION
CONCRETE,U4SONRY INSTALLATION
JAMB INSTALLATION DETAIL
CONCRETSU4SONRY INSTALLAT16N
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 AS7M F-2112
M WINDO'W'S A14D DOORS LLC
loci WCROSSY RD CARRO ,
LTO%-, TX 75006 SERIES
430/440 XIX SUD 143" .
96" RE1Nr0RCZ0 WITHCUT ADAPTER RAM[
N'STALLATJON DETAILS T,
08-02250 Ts /
30/13
EXTERIOR INTERIOR
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
I, INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY,
2, PERIMETER AND DINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
MI WINDOWS AND DOORS UIC
00' W. CROSBY RD
CARROLLTON, TX 75006 *Ni
SERIES 43014e0 XjX SGO
143" x 95" REiNFORCED WITHOUT ADAPTER SIDIFLANGEiNSTALLATiONDETAILS
070,
08-02250 A
N7S LA'17 10/313/13 1'-6 OF 9
EXTERIOR
INTERIOR
t Li 177
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
VERTICAL CROSS SECTION
METAL STRUCTiIflE INSTALLATION
MOTES:
I. 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
V WINDOWS AND DOORS LLC
1001 WCROSBY RO CARROLLTON
TX 75006 SERIES
430/440 XIX SGD 143"
x 96 " R&WORCED WiTH'OUT ADAPTER FLANGE
INSTALLATiON DETAILS 08-
02250 NTS,
3e3f 13 OT
INTERIOR
EXTERIOR INTERIOR 01
EXTERIOR
J7
VERTICAL CROSS SECTION
CONCRETEMA&ONRYli;STALLATION
JAMB INSTALLATION DETAIL
CONCREMMASONRYINSTALLATUN
NOTES:
1 . iNTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIONED IN ACCORDANCE WITH AS TM E2112
Ml IkNDOWS AND DOORS LLC
i00l W, CROSBY RO
GAR; L70,4R, L -1 , TX 75006
SERIES 430/440 XfX SGID
143" x 96" R I ;N!FCRCED- WITHOUT ADAPTER
FLANGE INSTALLATION DETAILS
08-022550
N Ts I D/30/13 Lrus OF 9
Aj76,4 I.
A, _A
ro
R')
EXTERIOR
NOOK STRIP INSTALLATION
MASONRYICONCRETE
INTERIOR
EXTERIOR
HOOK STRIP INSTALLATION
METAL STRUCTURE
INTERIOR
NOTES:
t INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2 PERIMETER AND JOINT SEALANT SYOTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
EXTERIOR
HOOK STRIP INSTALLATION
ZX BUCK49000 FRAMING lql WINDOWS 4
L. Roberto Lomas P.E. Engineering Evaluation Report
233 W. Main St.
Danville, VA 24541 Report No.: 512970A
434-688-0609
rlIotnas@,IrIomaspe.com
Manufacturer: M1 Windows and Doors LLC
1001 W. Crosby Road
Carrollton, TX 75006
Product Line: Series 420 XIX Aluminum SGD 143" x 96" Reinforced without adapter
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Community Affairs for Statewide Acceptance per Rule 61 G20-3,005 method 1 (d). The product listed herein complies with
requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document: drawing number 08-02250 revision A, titled Series 420 XIX Aluminum SGD 143" x 96"
Reinforced without adapter, prepared, signed and sealed by Luis Roberto Lomas P.E.
2. Report No.: CCLI-1 2-118 signed by Wesley Wilson
Construction Consulting Laboratory International, Carrollton, TX
AAMA/WDMA/CSA 101/l.S.2/A440-05
Design pressure: :t35,Opsf
Water penetration resistance 6.Opsf
1 Report No.: C1716.03-109-47 signed by Michael D. Stremmel, P.E.
Architectural Testing, Inc., York, PA
AAMAMDMA/CSA 101/i.S.2/A440-08
Design pressure: 125.Opsf
Water penetration resistance 3.76psf
4. Anchor calculations, report number 512970-1A, prepared, signed and sealed by Luis Roberto Lomas P,E,
Limitations and Conditions of use:
Maximum design pressure: Refer to approval document.
Maximum unit size: 143" x 96"
Units must be glazed per ASTM E 1300-04, see installation instructions for glass options.
This product is not rated to be used in the HVHZ.
This product is not impact resistant and requires impact protection in wind borne debris regions.
Frame material to be aluminum 6063-T5.
Installation: Units must be installed in accordance with approval document, 08-02250 revision A.
Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company
manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a
financial interest in any other entity involved in the approval process of the listed product(s).
1 of 1
0N
M.
T OF
4 V N,
MAL
111111110
Luis R. Lomas, P.E,
FL No.: 62514
12/13/2013
Florida Building Code Online CSr ) Page I of 4
IMUO-60MkYAOM r Aae racch> &XWUAMJA > AW10060ft 001*11
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
FL5302-R6
Affirmation
2014
Approved
Arnarr Garage Doors/Entrematic
165 Carriage Court
Winston-Salem, NC 27105
336) 251-1309
danny.joyner@amarr.com
Brandon Gentle
brandon.gentle@amarr.com
Brandon Gentle
165 Carriage Court
Winston-Salem, NC 27105
336) 251-1308
brandon.gentle0amarr.com
Danny Joyner
Amarr Garage Doors
165 Carriage Court
Winston-Salem, NC 27105
djoyner0amarr.com
Exterior Doors
Sectional Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a
Licensed Florida Professional Engineer
Evaluation Report - Hardcopy Received
Thomas L. Shelmerdine
PE-0048579
Intertek Testing Services NA Inc. - ETL/Warnock Hersey
01/01/2016
Steven M. Urich, PE
4
Validation Checklist - Hardcopy Received
EOJ92-9"
Referenced Standard and Year (of Standard) StillipidnEd X"s
ASTM E 330 2002
DASMA 108 2005
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/n app d l.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015V _ 1_2
I I
Florida Building Code Online Page 2 of 4
Documentation from approved Evaluation or Validation Entity
Product Approval Method
Date Submitted
Date validated
Date Pending FBC Approval
Date Approved
4 1 affirm that there are no changes In the new Florida
Building Code which affect my product(s) and my product(s)
are in compliance with the new Florida Building Code.
Yes ' No N/A
Method I Option D
03/30/2015
03/30/2015
03/31/2015
FL # !Model, Number or Name Description
1 5302.1 Stratford (M600); Heritage (M950); Dwg. IRC-6009-110-11,Thru 9'wide.
Oak Summit (M650) I
Limits of Use Installation Instructions
Approved for use in HVHZ, No
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +19,1/-22.6 Evaluation Reports
Other: Design Pressure +19.1/-22.6, Not for use in HVHZ.
Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes
unless structure Is designed as partially enclosed or door is a
replacement door. I
5302.2 Stratford M600); Heritage (M950),; OakStratford 0
SummitumIt6(0M650) O)
Dwg. IRC-6009-100-11, Thru 9'wide.
Limits of Use Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +15.8/-18.7 Evaluation Reports
Other: Design Pressure + 15.8/-18.7,Not for use in HVHZ.
Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes
unless structure is designed as partially enclosed or door is a
replacement door.
53023 Stratford (M600); Heritage (M950);
Oak Summit (M650)
Dwg. IRC-6009-120-15,Thru 9'wide.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FELM-7pf
Approved for use outside HVHZ. Yes Verified By: TON SHELMERDINE 0048579
Impact Resistant, No Created by Independent Third Party: Yes
Design Pressure- +22.8/-26.9 Evaluation Reports
Other; Design Pressure +22.8/-26.9, Not for use In HVHZ.
Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes
unless structure is designed as partially enclosed or door Is a
replacement door. I
I5302.4 Stratford (M600); Heritage (M950); Dwg. IRC-6009-130-15, Thru 9'wide. I Oak Summit (M650) I
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ. Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant, No Created by Independent Third Party: Yes
Design Pressure, +26.7/-31.6 Evaluation Reports
Other: Design Pressure +26.7/-31.6, Not for use in HVHZ.
Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes
unless structure Is designed as partially enclosed or door is a
replacement door.
5302.5 Stratford (M600); Heritage (M950); Dwg. IRC-6009-140-15, Thru, 9' wide. I Oak Summit (M650)
Limits of Use Installation Instructions
Approved for use In HVHZ. No & 5 n2j" jM__ W92:1.9UU?0 VW_:1Q_EL&0 f
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant, No Created by Independent Third Party: Yes
Design Pressure: +31.0/-35.1 Evaluation Reports
https:llwww.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015
Florida Building Code Online Page 3 of 4
Other. Design Pressure +31.0/-35,1, Not for use in HVHZ.
Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes
unless structure is designed as partially enclosed or door is a
replacement door. I I
5302.6 Stratford (M600); Heritage (M950);
Oak Summit (M650)
Dwg. IRC-6009-150-15,Thru 9'wide.
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure. +35.6/-42.1 Evaluation Reports
Other: Design Pressure +35.6/-42. 1, Not for use in HVHZ.
Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes
unless structure is designed as partially enclosed or door Is a
replacement door.
5302.7 Stratford (M600); Heritage (M950); t' Dwg. IRC-6009-169-15,Thru 9'wide.
0 Summit Summit (M650)
Limits of Use Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ. Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant. No Created by Independent Third Party: Yes
Design Pressure: +45.3/-51.2 Evaluation Reports
Other: Design Pressure +45.3/-51.2, Not for use in HVHZ.
Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes
unless structure is designed as partially enclosed or door is a
replacement door.
5302,8 Stratford (M600); Heritage (M950); Dwg. IRC-6016-100-15, 10'Thru 16'wide.
Oak Summit (M650)
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +15.2/-17.2 Evaluation Reports
Other: Design Pressure +15.2/-17,2, Not for use In HVHZ,
Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes
unless structure is designed as partially enclosed or door is a
replacement door,
5302.9 Stratford Stratford (M600); Heritage (M950); Dwg. IRC-6016-110-15, 10'Thru 16'wide.
Summit (M650)
Limits of Use Installation Instructions
Approved for use in HVHZ: No E03R_RkJLM_AQ1(L_ 1W_*yfjQq2 A-MIR01
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +18.3/-20.8 Evaluation Reports
Other- Design Pressure +18.3/-20.8, Not for use in HVHZ. ELM
Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes
unless structure is designed as partially enclosed or door is a
replacement door,
530410 Stratford (M600); Heritage (M950); OW9, IRC-6016-120-15, 10'Thru 16' wide,
Oak Summit (M650)
Limits of Use Installation Instructions
Approved for use in HVHZ: Na
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant. No Created by Independent Third Party: Yes
Design Pressure: +21.8/-24.8 Evaluation Reports
Other. Design Pressure +21.8/-24.8, Not for use in HVHZ.
Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes
unless structure is designed as partially enclosed or door is a
replacement door. I
5302.11 Stratford (M600); Heritage (M950); Stratford =
0' k Summit (M650)
Dwg. IRC-6016-130-15, 10'Thru 16'wide.
Limits of Use Installation Instructions
Approved for use In HVHZ: No 19-aAW
Approved for use outside HVHZ. Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +25.6/-29.1 Evaluation Reports
Other: Design Pressure +25.6/-29.1, Not for use in HVHZ.
Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes
unless structure is designed as partially enclosed or door is a
replacement door.
1 1
5302.12 Stratford (M600); Heritage (M950); Dwg. IRC-6016-140-17, 10'Thru 16'wide. I I Oak Summit (M650) I I
https://www.floridabuilding.org/pr/l)r app dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015
Florida Building Code Online Page 4 of 4
Limits of Use Installation Instructions
Approved for use in HVHZ: No ri
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +30.1/-33.8 Evaluation Reports
Other: Design Pressure +30.1/ 33.8, Not for use in HVHZ. FL53Q2_ t %',¢Qi ,k« g 4 €
Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes
unless structure is designed as partially enclosed or door is a
replacement door.
5302.13 Stratford (M600)' Heritage (M950); Dwg, IRC-6016-140-24, 10' Thru 16' wide
Oak Summit (M650)
Limits of Use Installation Instructions
Approved for use In HVHZ: NDi¢2 dii¢ ESQi.4 Z X¢ tgQrt
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +29.7/-33,8 Evaluation Reports
Other: Design Pressure +29.7/-33.8, Not for use in HVHZ, S -M,. Of
Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes
unless structure is designed as partially enclosed or door is a
reolacement door.
5302.14 Stratford (M600); Heritage (M950);
Oak Summit (M650)
Dwg, IRC-6016-145 24, 10' Thru 16' wide.
Limits of Use Installation Instructions
Approved for use In HVHZ: No 4 k3_L_L ittd
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +31.9/-37.2 Evaluation Reports
Other: Design Pressure +31,9/-37,2, Not for use in HVHZ.
Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes
unless structure is designed as partially enclosed or door is a
replacement door,
5302.15 Stratford (M600); Heritage (M950);
Oak Summit (M650)
Dwg. IRC-6018-110-15, 167 thru 18' wide,
Limits of Use Installation Instructions
Approved for use In HVHZ: No M39Z . not
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure. +18.2/-20.6 Evaluation Reports
Other: Design pressure +18.2/-20.6, Not for use in HVHZ.
Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes
unless structure is designed as partially enclosed or door is a
replacement door.
5302.16 Stratford (M600); Heritage (M950); Dwg. IRC-6018-120 15, 16'2 thru 18' wide
Oak Summit (M650)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FIAIUA6[ISd 7F n
Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579
Impact Resistant, No Created by Independent Third Party: Yes
Design Pressure: +21.6/-24.5 Evaluation Reports
Other. Design pressure +21.6/-24.5, Not for use in HVHZ.r
Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes
unless structure is designed as partially enclosed or door Is a
replacement door.
0tack Next
Contact Us ::
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Product Approval Accepts:
R
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GARAGE DOOR STATIC PRESSM TEST REPORT
Game Door No.: IRC-6016-120-15 Test Date; 11/8/2012 Project No.: 12-114
Des!Pressures: 21.8 p!f, -24.8 psf Rmort Date: 12/6/2012 Model #1600
Test Pressures: 32.7 Esf, -37.2 esf Test Location: Amarr Garage Doors, Winston-Salem, NC
ASCE 7 10
Criteria:
Up 1215,1111Feet of Door Width in Zone 5' AnyRaof Slope; Enclosed Building
Exp. B, 301 MRH Exp. C 15, MRF1Z Exp. C, 25'MRH Exp. D, 15'MRH Elp. D, 25MRH
155 Mgh 141 m2h 134 mgh 128 rngh 122 mph
Witnessed By: Brandon Gentle - Amarr Garage Doors; Thomas L. Shelmerdine, PE - Structural Solutions, P.A.
ngsdiaggs gl Lell aRgslaign;
A 161-0" wide x T-O" high residential steel sectional garage door, one section wide by four sections high, each section being 2" thick
by 2 1 " high 25 gauge galvanized steel sheet. Each section was reinforced with two 3" 20 gauge galvanized steel struts, except I strut
on the top section. The door sections were connected together with one 14 gauge galvanized steel end hinge at each end stile and one
14 gauge galvanized steel center hinge at three interior stiles as shown on the drawing. Garage door Model 600 manufactured by
Amarr Garage Doors was used in the test. The test unit is farther described on Drawing IRC-6016-120-15,
L4ap .UrgIT
This test was conducted at Amarr Garage Doors in Winston-Salem, NC, which is accredited by the American Association for
Laboratory Accreditation, Certificate #2595.01. The specimen was tested for static pressure structural performance insubstantial
conformance with the procedures described in DASMA 108 "Standard Method for Testing Sectional Garage Doors - Determination
of Structural Performance Under Uniform Static Air Pressure Difference", and ASTM E330 "Standard Test Method for Structural
Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference". Both positive and
negative pressures were tested. The specimen was installed in an enclosure measuring approximately 5' deep, 9' high, and 25' long.
The enclosure was framed with shop welded structural steel square tubing and covered with 3/4" thick plywood. The door was
covered with 2 mil plastic sheeting to prevent leakage of air pressure. One pressure blower was attached to the enclosure with
flexible ducting to provide the positive and negative pressures. Pressure transducers connected to a computer were used to measure
and record the pressures in the enclosure.
Tgst rr2cg4ujg-.
The specimen was subjected to the above pressures for the following durations. Positive pressure was applied on the exterior face of
the door first, and then negative pressure was applied.
Step 1: Preload the door to 50% of the Design Pressure and hold for 10 seconds. Step 2: Unload the door for I to 5 minutes,
Step 3: Load the door to 100% of the Design Pressure and hold for 60 seconds, Step 4: Unload the door for I to 5 minutes.
Step 5: Load the door to 150% of the Design Pressure (which equals 100% of the Test Pressure) and hold for 10 seconds.
Step 6: Repeat I through 5 above for negative pressure.
Qh1emkouL.,
No failures occurred as a result of the noted loadings. The door remained operable after both positive and negative tests.
Summary:,
A 16'-0"x7'-0" Model 600 as described on drawing IRC-6016-120-15 meet-, or exceeds the testing criteria as described above. By
comparison to the construction of the 16'-0"x7'-0" Model 600, the following doors also meet or exceed the above testing criteria,
when constructed in accordance with drawing IRC-6016-120-15:
16' x 7' Model 950 doors (which are constructed of thicker 24 gauge steel in lieu of 25 gauge steel)
16' x 7' Model 650 doors (which have the "Oak Summit" embossment pattern in the skin)
4, Model 600, 650 and 950 doors with widths up to 16'-0" and heights up to 14'-0" S HO A,-
Short, Long, Flush, and Oak Summit Panels, which are alternate embossment patterns in the skin P,
8 short panel (18-1/8" x 10-5/8") or 4 long panel (38-1/8" x 10-5/8") windows (3/32" annealed
Noglassminimum - meets ASTM E1300-04) may be installed in I section 0
Submitted By: 4,
OF 04,
i Q N t
STRUCTURAL SOLUTIONS,P.A. (Florida: dba Structural Solutions of North Carolina, Inc., Firm #29412)
Thomas L. Shelmerdirie, PE (NC PE #14654; Florida PE #0048579)
59-21-6_West'' -Friendly A -venue a Greensboro, North Carolina 27410 a (336) 856-2686 a Fax (336) 856-2687 a NO Firm -10
FloridaF131-lilding Code Online Page I of'5 2, '&"
k V%711A ZDA
KIS
Home Log In Use, Registration Hot Topics j Submit S-charge stats & Facts pobhcaUonl FCC Staff i BCIS Site Mao Links Search BPusfienses%
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public Use, kw!
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Ajca gr_,5gach > Applic,, gn Lis I Application Detail IN
FL #
FLIS217-R4 Application
Type Revision Code
Version 2014 Application
Status Approved Comments
Archived
Product
Manufacturer MI Windows and Doors Address/
Phone/Email 650 West Market Street Gratz,
PA 17030 717)
365-3300 Ext 2560 bsitlinger@miwd.
com Authorized
Signature Brent Sitlinger bsitlif)
ger@rTiiwd.com Technical
Representative Add
ress/Phone/Ernail 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 Luis Roberto Lomas the
Evaluation Report Florida
License PE-62514 Quality
Assurance Entity National Accreditation & Management Institute Quality
Assurance Contract Expiration Date 12/31/2016 Validated
By Steven M. Urich, PE 1
Validation Checklist - Hardcopy Received Certificate
of Independence Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
By Sections
from the Code Stajnctard
Yeas AAMA/
WDMA/CSA 101/1.S.2/A440 2005 AAMA/
WDMA/CSA 101/l.S.2/A440 2008 ASTM
E1886 2005 ASTM
E1996 2002 ASTM
E1996 2005 ASTM
E330 2002 lit
tps://www.floridabtiilditig.oi-_)-/pr/j)r__al)p_dt I.aslix'?I)ai-aiii=--wGi-,'VXQwt I)qv3v VVKJZ IQ... 1/18/2016
Florida Buildino Code Online Page 2 of 5
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Go to Page
FL # Model, Number or Name
15217.1 SERIES 5500 PVC SH
Method I Option D
06/25/2015
06/30/2015
07/06/2015
08/19/2015
0 0 Page I / 2 0 43
Description
SERIES 5500 PVC SH TWIN NI CONTINUOUS HEAD AND
SILL 84X84
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15217 R411 kIL-fflSiZ",pcIf
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 FI-15217,R4 AE
PRESSURE RATINGS. Created by Independent Third Party: Yes
15217.2 SERIES 5500 PVC SH SERIES 5500 PVC SH NI 42X84
Limits of Use Installation Instructions
Approved for use in HVHZ: No R1-52 —IZ- R4 II, OR Q 2 1
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 ft15217--R4 K-aZQ
PRESSURE RATINGS, Created by Independent Third Party: Yes
15217.3 1 SERIES 5500 PVC SH I SERIES 5500 PVC SH NI 48X72
Limits of Use Installation Instructions
Approved for use in HVHZ: No F 15217 R4 I
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 RATINGS. Created by Independent Third Party: Yes
15217.4 SERIES GA 195 ALUMINUM SH
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
15217.5 1 SERIES GA 195 ALUMINUM SH
SERIES GA 195 ALUMINUM SH NI 44X84
Installation Instructions
FLJ521_7_R4 1I Q 0026tFx&
15217 R4L-LLDq: 0 If
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL1521Z_J 4_AE 5 jQ3MQjpdf
Created by Independent Thirdrd Party: Yes
SERIES GA 195 ALUMINUM SH NI 54X72
Limits of Use Installation Instructions
Approved for use in HVHZ: No F 1521 _R4 _I _08-01 31B
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 FL-1,52-1 -R4-A9-,5-U943C,--PcJ1
PRESSURE RATINGS Created by Independent Third Party: Yes
15217.6 SERIES GA 195 ALUMINUM SH
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.
15217.7 SERIES GA 195 ALUMINUM SH
Limits of Use
Approved for use in HVHZ: No
SERIES GA 195 ALUMINUM SI I NI 44 X84
Installation Instructions
QQ2-()t2E-pAf
Verified By: Luis Roberto Lomas 62SI4
Created by Independent Third Party: Yes
Evaluation Reports
R4 AE 510340D.1jdf
Created by Independent Third Party: Yes
SERIES GA 195 ALUMINUM SH NI 54X72
Installation Instructions
FL,15217 R4 11 08-01217B.pcif
littps://www,llot-idabLiildin(,,.org/pr/pi- app (Jtl.aspx?paraiii=w(il--"VXOwtl)qv')yVVKJZIQ... 1/18/2016
FloridaFBuilding Code Online Page ') ot'5 Approved
for use outside HVHZ: Yes Impact
Resistant; No Design
Pressure: N/A Other:
REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE
RATINGS. F1,
15,217 _R411,08-01,218B.pOf Verified
By: Lots Roberto Lomas 62514 Created
by Independent Third Party: Yes Evaluation
Reports FF15217R4_
AE_ 51111797C.pdf Created
by Independent Third Party: Yes 15217.
8 SERIES GA 195 ALUMINUM TRIPLE I SERIES CA 195 ALUMINUM TRIPLE SH NI CONTINUOUS ISITHEADANDSILL108X72NONIMPACTLimits
of Use Installation Instructions Approved
for use in HVHZ: No FL_15217R4__I108-0 247A I 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 F!,I5217R4-At ' 9GTkp WE PRESSURE
RATINGS. Created by Independent Third Party: Yes 15217.
9 SERIES GA 195 ALUMINUM TWIN I SERIES GA 19S ALUMINUM TWIN SH NI CONTINUOUS HEAD ISHANDSILL881/8X72 Limits
of Use Installation Instructions Approved
for use in HVHZ: No QQ?5 5-0--wif Approved
for use outside HVHZ: Yes Impact
Resistant: No Verified By: Luis Roberto Lomas 62514 Design
Pressure: N/A Created by Independent Third Party: Yes Other:
REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE
RATINGS. EL152177_R4 - A - E 5,10335D.,PW Created
by Independent Third Party: Yes 15217J0
SERIES GA 195 ALUMINUM TWIN I SERIES GA 195 ALUMINUM -TWIN SIT NI CONTINUOUS HEAD ISHANDSILL1053/8X71 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. 15217.
11 SERIES GA 275 THERMALLY IBROKENALUMINUMSHLimits
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. 15217,
12 SERIES GA 275 THERMALLY IBROKENALUMINUMSHInstallation
Instructions F1152.
17--R4 Verified
By: Luis Roberto Lomas 62.SI4 Created
by Independent Third Party: Yes Evaluation
Reports EU52I7
A4_,AE 51 QQ,UQ,Pdf Created
by Independent Third Party: Yes SERIES
GA 275 THERMALLY BROKEN ALUMINUM TILT SIT NI 48X72
Installation
Instructions Verified
By: Luis Roberto Lomas 62514 Created
by Independent Third Party: Yes Evaluation
Reports EU5,
2.L7 R4 -AE Created
by Independent Third Party: Yes SERIES
GA 275 THERMALLY BROKEN ALUMINUM SH NI 55 1/
8X90 5/8 Limits
of Use Installation Instructions Approved
for use in HVHZ: No FL 1,5 I'll 1, _Zj 7 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 10 APPROVAL DOCUMENT FOR DESIGN F-J zL 517R4APRESSURE
RATINGS. Created by Independent Third Party: Yes 15217.
13 SERIES GA 275 THERMALLY SERIES GA 275 THERMALLY BROKEN ALUMINUM S1 I NI IBROKENALUMINUMSH148X84Limits
of Use Installation Instructions Approved
for use in HVHZ: No FLI 217 R4 11 08-027 . 515p AfApproved
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 F1L15,2,17 AZ 513497.pof PRESSURE
RATINGS. Created by Independent Third Party: Yes 15217.
14 SERIES GA 275 THERMALLY IBROKENALUMINUMSHLimits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure: N/A SERIES
GA 275 THERMALLY BROKEN ALUMINUM SIT NI 36X60
FINLESS Installation
Instructions F-
L,11-52117_R4__11.08-1027-2110,.pof Verified
By: Lots Roberto Lomas 62514 Created
by Independent *Third Party: Yes Evaluation
Reports littl)
s://www.floriclat)L,illditig,org/f)r/l,)r app__(Itl.asl)x?param=w(i1 VXQxvtl)qv3yVVKJZIO... 1/18/2016
Florida Building Code Online
J.
11.we 4 of S
Other: REFER 10 APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS.
Ft,I.S21 ' 7, R4_AE 513504.pdf
Created by Independent Third Party: Yes
15217.15 SERIES CA 275 THERMALLY SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NtIBROKENALUMINUMSH148X72FINLESS
Limits of Use Installation Instructions
Approved for use in HVHZ: No I - L15217 R4 11 08-02721,pof
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 RATINGS, Created by Independent Third Party: Yes
15217.16 SERIES GA 275 THERMALLYI SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI
BROKEN ALUMINUM SH I 48X84 FINLESS
Limits of Use Installation Instructions
Approved for use in HVHZ: No ELJ52JT_R4 I - 2 If
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 FL15,Z R4,.A(j513S06,pdf
PRESSURE RATINGS, Created by Independent Third Party: Yes
15217,17 SERIES GA 275 THERMALLYIBROKENALUMINUMTWINSH
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,
15217.18 1 SERIES GA 505 ALUMINUM SH
SERIES GA 275 THERMALLY BROKEN ALUMINUM TILT TWIN
SH NI 88 112X72
Installation Instructions
FL15217 R4 11 D q-,Q_Q$1 713.pdf
b 4-'_-Q_0 81oEpw
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FlL1,15,2.I7_g4_.M-_-51,1,361.,Q..,p4f
Created by Independent Third Party: Yes
SERIES GA 505 ALUMINUM SH NI 44X84 FINLESS
Limits of Use Installation Instructions
Approved for use in HVHZ: No EU5,Z17 R4 II_Q$-0Z72]I.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 EL15Z_17_R4 _AE_5j3_507.pAf
PRESSURE RATINGS. Created by Independent Third Party: Yes
15217.19 1 SERIES GA 505 ALUMINUM SH I SERIES GA 505 ALUMINUM SH N1 52 1/8X95 112 FINLESS
Limits of Use Installation Instructions
Approved for use in HVHZ: No F1,11-5 rZ _df 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 EL15217 R4__AE._W,3_5.,",pjf PRESSURE
RATINGS. Created by Independent Third Party: Yes 15217.
20 1 SERIES GA 505 ALUMINUM SIT I SERIES GA 505 ALUMINUM SH NI 53 112X71 112 FINLESS Limits
of Use Installation Instructions Approved
for use in HVHZ: No EWZJT_R4 11 Q8-D2725.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 FL15217_R4 PRESSURE
RATINGS, Created by Independent Third Party: Yes 0
GotoPageEck
F9 2
0 Page 1/ 2 0 (0 The
State of Florida is an AA/EEO employer. gnvright 2007-20t _QLFq_,.qj,::P n di ult agh!DA _51altrilm Under
Florida law, enrial addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please Contact 850,4871395, "Pursuant to Secho
n 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if hey
have one. The er-rizuK provided may be used for official communication with the licensee, However email addresses are public record, It you do not wish to supply
a personal address, please provide the Department with all email address which can be made available to the public, To determine if you are a licerisee under Cpairte,
455, F.S., please click ftqg_. Product
Approval Accepts: re —
AlF71-_11 M littps://
www,lloridabuilciiii(,,,.org)/pi-/pr app dtl.aspx'?i)at-aiii=w(,il-,',VXQwtl)civ3yVVK.IZIQ... 1/18/2016
iohduBui|JiVgCodc()n|inu Page 5 of 5
I
I'lorlda Building Code Onlille Page I ol'4
r
BOS Flofne Log In Use, Registration i lot Topics Submit, Surcharge Stats & Facts
Business,",
Product ApprovalProfessiona14, USER: Public Use,
i ; oR',ealdlaG, n
Prpcl,L4t qr A a h > APQLca n L.IA I Application Detail
k
fz FL FLIS217-R4
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
gaV
17, X W. I '11112"T
P.W.Ca0O.", FBC Staff T FciS Site Map i L,rkS Search
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext 2560
bsitli nger@miwd. coin
Authorized Signature Brent Sitlinger
bsitlinger@miwd.coni
Technical Representative
Address/Phone/Email
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 - Flardcopy Received
Florida Engineer or Architect Name who developed Luis Roberto Lomas
the Evaluation Report
Florida License PE-62514
Quality Assurance Entity National Accreditation & Management Institute
Quality Assurance Contract Expiration Date 12/31/2016
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FLI-5217--R4 COI--FLCQIpdf
a jtpryrd yp rd — -a
AAMA/WDMA/CSA 101/LS.2/A440 2005
AAMA/WDMA/CSA 101/[.S.2/A440 2008
ASTM E1886 2005
ASTM E1996 2002
ASTM E1996 2005
ASTM E330 2002
littl-)s://www.floridabLiilditig.org,lprlpr_dpp__(Itl.aspx?l)araiii---wGL',VXQwtt,)qv')vVVK.JZIQ... 1/18/2016
t
Florida 131.1ilding Code Online Page 2 of 4
Product Approval Method Method I Option D
Date Submitted 06/25/2015
Date Validated 06/30/2015
Date Pending FBC Approval 07/06/201S
Date Approved 08/19/201S
Summary of Products
Go to Page ai 10 Page 2 / 2 ci
FL # Model, Number or Name Description
15217.21 SERIES GA 505 ALUMINUM SI-I SERIES GA 505 ALUMINUM SH NI 44X84 AND 52 1/8X72
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15217 R4 II 08.-005LQB p f
Approved for use outside HVHZ: Yes FL15217 R4 II 0_t'-00 BFBp
Impact Resistant: No Verified By: Luis Roberto Lomas 62514
Design Pressure: N/A Created by Independent Third Party: Yes
Other: REFER TO APPROVAL_ DOCUMENT FOR DESIGN Evaluation Reports
PRESSURE RATINGS. FL15217 R4 AE._,_51Q937C.,pdf
Created by Independent Third Party: Yes
ES GA 505 ALUMINUM TRIPLE15217.22 ESH SERIES GA 505 ALUMINUM TRIPLE SH NI CONTINUOUS
HEAD AND SILL 108X72
Limits of Use Installation Instructions
a
Approved for use in HVHZ: No FL152.17__R4__[I__Q$y_Q0210Dp_of
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 10AE5290Q,P-Of
PRESSURE RATINGS Created by Independent Third Party: Yes
1 52 23T S;E RIES505 ALUMINUM TRIPLE _ GA ALUMINUMTRIPLE SH NI CONTINUOUSHSERIESEADANDSILL721/2X8
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15217 R4 II Q8-00209Dpqf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 510289C.pdf
PRESSURE RATINGS Created by Independent Third Party: Yes
T 7T
15217.24 SERIES GA 505 ALUMINUM TWIN SERIES GA 505 ALUMINUM TWIN SH NI CONTINUOUS HEAD
SH AND SILL- 72 1/2X72
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLI 217 R4_ II Q$-0 2 70p 1f
Approved for use outside HVHZ: Yes FL152.17_R4-I 0 -QQ2 8q.p f
Impact Resistant: No Verified By: Luis Roberto Lomas 62514
Design Pressure: N/A Created by Independent Third Party: Yes
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports
PRESSURE RATINGS. FL1.5217_.R9.._AE..,_510336Cpdf
Created by Independent Third Party: Yes
15217.25 SERIES GA 7050 PVC SH SERIES GA 7050 PVC SH NI 53 1/8 X 72 FLANGE
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15217_R4.._IIQ8:10Q25QD;pdf
Approved for use outside HVHZ: Yes F445 17 R4 _1[ MAQ 2552 M.P.Of
Impact Resistant: No Verified By: Luis Roberto Lomas 62514
Design Pressure: N/A Created by Independent Third Party: Yes
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports
PRESSURE RATINGS, FRAME MATERIAL TO BE RIGID PVC FL1 217_ R4 AE 510329 IC,pdf
FROM VEKA AAMA CERTIFIED (VK-1) Created by Independent Third Party: Yes
15217.26 SERIES GA 7050 PVC SH SERIES GA 70SO PVC SH NI 48X72
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL152,1.7._R4. I[ Qq--Q-QS_82Q;,& 1f
Approved for use outside HVHZ: Yes FL15217 R4 I[ 0$-0058 6.df
Impact Resistant: No Verified By: Luis Roberto Lornas 62514
Design Pressure: N/A Created by Independent Third Party: Yes
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports
PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC FL15217 R4AF S1Q93HCvEi f
FROM VFKA AAMA CERTIFIED (VK-1). Created by Independent Third Party: Yes
littps://www.floridabuilditig.oi-g/pr/pr_app__dtl.aspx(?I)aralii-wGl VXQwtDgv'yVVK.IZIQ... 1/18/2016
Florida Building Code Online Page ') o1'4
15217.27 1 SERIES CA 7050 PVC SH I SERIES GA 7050 PVC SIT NI 48X72
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15217 _R4 _1 I Pof
Approved for use outside HVHZ: Yes FL15217 R4 - It.08 - -00 - 044D.pOf
Impact Resistant: No Verified By: Luis Roberto Lomas 62514
Design Pressure: N/A Created by Independent Third Party: Yes
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports
PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC F1,1521_7B4 AE_15_11110101418C.pdf
FROM VEKA AAMA CERTIFIED (VK-1). Created by Independent Third Party: Yes
15217.28 SERIES GA 7050 PVC -,IT SERIES GA 7050 PVC SH NI 53 1/8X72
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes FL15217 R411 Q Q_Q249O.Pd(
Impact Resistant: No Verified By: Luis Roberto Lomas 62514
Design Pressure: N/A Created by Independent Third Party: Yes
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports
PRESSURE RATINGS. FRAME MATERIAL. TO BE RIGID PVC EU_5ZIJ7_RAM_510J2B_Q_pd1f
FROM VEKA AAMA CERTIFIED (VK-1) Created by Independent Third Party: Yes
15217.29 SERIES GA 7050 PVC SH W/ SERIES GA 7050 PVC SH W/ TRANSOM 47 1/2X83 3/4 NONITRANSOM1IMPACT
Limits of Use 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; +40/-40 Evaluation Reports
Other: FRAME MATERIAL TO BE RIGID PVC FROM VEKA EI_15217 R 4 AE 2K"d
AAMA CERTIFIED (VK-1) Created by Independent Third Party: Yes
15217.30 SERIES CA 7050 PVC TRIPLE SIT SERIES GA 7050 PVC TRIPLE SH NI CONTINUOUS HEADIIANDSILL1071/2X71 1/2
Limits of Use Installation Instructions
Approved for use in HVHZ: No EI-152 17R4 LI - _L7 p QfApproved
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 1-0 APPROVAL DOCUMENT FOR DESIGN ELI52I7_R4AE 5-115M.04f PRESSURE
RATINGS. Created by Independent Third Party: Yes 15217-
31 SERIES GA 7050 PVC TWIN SIT SERIES GA 7050 PVC TWIN SH NI CONTINUOUS HEAD AND IISILL72X72Limits
of Use Installation Instructions Approved
for use in HVHZ; No ELL52LZ_84J1_Q f Q&Q5B0_4Pdf Approved
for use outside HVHZ: Yes T FL5_ 7R4_jj_Q8-QQ5_UB.pf Impact
Resistant: No Verified By: Luis Roberto Lomas 62514 Design
Pressure: N/A Created by Independent Third Party: Yes Other:
REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE
RATINGS, FRAME MATERIAL TO BE RIGID PVC FLI52_1_7__R4,_AE 510-RD.Pdj( FROM
VEKA AAMA CERTIFIED (VK-1). Created by independent Third Party: Yes 15217,
32 SERIES CA 7050 PVC TWIN SH SERIES GA 7050 TWIN SH NI CONTINUOUS HEAD AND SILL II72X72Limits
of Use 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 1-0 APPROVAL DOCUMENT FOR DESIGN FL R4 AE 5_j_QQ!j9 0,,pd( PRESSURE
RATINGS. FRAME MATERIAL TO BE RIGID PVC Created by Independent Third Party: Yes FROM
VEKA AAMA CERTIFIED (VK-1) 15217.
33 I SERIES GA 7750 PVC SIT I SERIES GA 7750 PVC SIT 53 1/8X72 NON -IMPACT FIN Limits
of Use Installation Instructions Approved
for use in HVHZ: No B_ ft15217R-4-,Ll --Q"D3-Q 3,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 EL_15.2ij7_ R4 A_L5_1 LE4&,pcff PRESSURE-
RATINGS, FRAME MATERIAL 1-0 BE RIGID PVC Created by Independent Third Party: Yes FROM
VEKA AAMA CERTIFIED (VK-1) 15217-
34 1 SERIES GA 7750 PVC SIT Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: Yes SERIES
GA 7750 PVC SIT 53 1/8X72 IMPACT FIN Installation
Instructions FL15217
R4 11 08-1011311.29Q,pof Verified
By: Luis Roberto Lomas 62514 Created
by Independent Third Party: Yes littps://
www.floi-idabtilldiiig.org/pt-/pr__al)p_,(Itl,aslix'?I-),,iraiii=-wGEVXQwtl)qv')yVVKJ/`-`IQ... 1/18/2016
Florida Building Code OnIllic Pagc 4 44
Design Pressure: +50/-SO
Other: FRAME MATERIAL TO BE RIGID PVC FROM VEKA
AAMA CERTIFIED (VK-1).
15217.35 1 SERIES GA 7750 PVC SH
Evaluation Reports
FL15217 R4 AE I
Created by Independent Third Party: Yes
SERIES GA 7750 PVC SINGLE HUNG 53 1/8X72 IMPACT
FLANGE
Limits of Use Installation Instructions
Approved for use in HVHZ: No 217FL15R4 11 08_00175D_ . . . ......... pof Verified By:
Luis Roberto Lomas 62514 Approved foruseoutsideHVHZ: Yes Impact Resistant:
Yes Created by Independent Third Party: Yes Design Pressure. +
50/-50 Evaluation Reports Other: FRAME
MATERIAL TO BE RIGID PVC FROM VEKA FLI5217 R4 AE ...... 5 .... AAMA CERTIFIED (
VK-1) Created by Independent Third Party: Yes 15217.36
1 SERIES GA 7750 PVC SH 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.
FRAME MATERIAL TO BE RIGID PVC FROM VEKA
AAMA CERTIFIED (VK-1) Go to
Page = (z SERIES GA
7750 PVC SINGLE HUNG 53 1/8X72 NON - IMPACT FLANGE
Installation Instructions
FL15217_R4
11_08 - 003 1-5-D,pof Verified By:
LUIS Roberto Lomas 62514 Created by
Independent Third Party: Yes Evaluation Reports
FLI,521.
7 _R4_-.AF .51041 p , Created by
Independent Third Party: Yes Back Kit
0 'd
Page 2 / 2 42 0 Qn :: j94Q_
N9Ith FL_IZ12,g The State
of Florida is an AA/EEO employer. ,9 p h 7- g f E12ega. Errva.QL5jalLem n m :: ftLun --n Under Florida
law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic 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 to Section 455.
275(1), Florida Statutes, effective October 1, 2012, licensee5 licensed under Chapter 455, F,S, must provide the Department with an email address 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 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 45S,
F.S., please click hefg_ Product Approval
Accepts: 41 M
El M littps://www.
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Application List
Search Criteria
Code version 2014 FL# 15217.32
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Sanrrh Rwaaillia - Annliruflnna
ftf Ivoe tedDy Wus f1152IL-
Revision MI Windows and Doors Steven M. Urich, Pending FBC 91
FL*: FL15217.32 PE Approval Model:
SERIES GA 7050 PVC TWIN SH 717) 932-8500 Description:
SERIES GA 7050 TWIN SH NI CONTINUOUS HEAD
AND SILL 72X72 Category:
Windows Subcategory:
Single Hung nnn,
v,.w.0vY uvrn, PWWvwrw of u : oa rvwvwW inn ratitnw uY nM r.% anofor me t ommt$ston it necessary. S:
RLIk4fi.4iS :: The
State of Florida Is an WEEO employer. :: WYAWSidiSOlM :: :: 8041111.2=11= Under
Florida law, email addresses are public records, If you do not want your e-mail address released in response to a pubut-records request, do not send electronic
mail to this entity, Instead, contact the office by phone or by tradgatnai mail. If you have any questions, please contact M.447,139S, "Pursuant to Section
455.275(1), Florida Statutes, effective October I, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address 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 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 OIL* Dglg,_. Product
Approval Accepts: ME
0 ER E re
r https://
www.floridabuilding.org/pr/pr_app_lst.aspx 7/20/2015
r
Florida Building Code Online Page I of 4
111
prtrrvWf BcIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats & Facts I Publications F8C Staff 8CIS Site Map Links 1 Search
Bg'ne%""
aProduct ApprovalProessadUSER; Public User Regulation
ftWAUmMa>
Appillicatign Detail MILM
FL # FLI5217-R4 Application
Type Revision Code
Version 2014 Application
Status Pending FBC Approval Comments
Archived
Product
Manufacturer MI Windows and Doors Address/
Phone/Email 650 West Market Street Gratz,
PA 17030 717)
365-3300 Ext 2560 bsitlinger@rniwd.
com Authorized
Signature Brent Sitlinger bsitlingerQmiwd.
com Technical
Representative Address/
Phone/Email 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 Luis Roberto Lomas the
Evaluation Report Florida
License PE-62514 Quality
Assurance Entity National Accreditation & Management Institute Quality
Assurance Contract Expiration Date 12/31/2015 Validated
By Steven M. Urich, PE IV
Validation Checklist - Hardcopy Received Certificate
of Independence Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
By Sections
from the Code ftndad
YAU AAMA/
WDMA/CSA 101/1,5.2/A440 2005 AAMA/
WDMA/CSA 101/1.5,2/A440 2008 ASTM
E1886 2005 ASTM
E1996 2002 ASTM
E1996 2005 ASTM
E330 2002 https://
www.floridabuilding.orgtpr/r) app dtl.aspx?i)aram=wGEVXQwtDqv3yVVKJZIQ... 7/20/2015
Florida Building Code Online Page 2 of 4
Product Approval Method Method I Option D
Date Submitted 06/25/2015
Date Validated 06/30/2015
Date Pending FBC Approval 07/06/2015
Summary of Products
Go to Page 0 Page 2/20 0
FL # Model, Number or Name— Description
L15217.21 'SERIES GA 505 ALUMINUM SH I SERIES GA 505 ALUMINUM SH NI 44X84 AND 52 1/8X72 I
Limits of Use Installation instructions
Approved for use In HVHZ. No
Approved for use outside HVHZ. Yes
Impact Resistant: No Verified By: Luis Roberto Lomas 62514
Design Pressure: N/A Created by Independent Third Party: Yes
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports
PRESSURE RATINGS,
Created by Independent Third Party: Yes
15217.22 SERIES GA $05 ALUMINUM TRIPLE I SERIES GA 505 ALUMINUM TRIPLE SH NI CONTINUOUSISHHEADANDSILL10SX72
Limits of Use Installation Instructions
Approved for use In HVHZ: Na EU5212-94JLQA--
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 f
PRESSURE RATINGS Created by Independent Third Party: Yes
15217.23 SERIES GA 505 ALUMINUM TRIPLE ISERIES GA 505 ALUMINUM TRIPLE SH NI CONTINUOUSISHHEADANDSILL72I/2X84
Limits of Use 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 ELIWAZJO—AL5192OW-M
PRESSURE RATINGS Created by Independent Third Party: Yes
15217.24 SERIES GA 505 ALUMINUM TWINISH
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,
SERIES GA 505 ALUMINUM TWIN SH NI CONTINUOUS HEAD
AND SILL 72 1/2X72
Installation Instructions
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
Created by independent Third Party: Yes
15217.25 SERIES GA 7050 PVC SH SERIES GA 7050 PVC SH NI 53 1/8 X 72 FLANGE
Limits of Use Installation Instructions
Approved for use in HVHZ. No
Approved for use outside HVHZ: Yes
Impact Resistant- No Verified By: Luis Roberto Lomas 62514
Design Pressure: N/A Created by Independent Third Party: Yes
Other. REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports
PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC
FROM VEKA AAMA CERTIFIED (VK-1) Created by Independent Third Party: Yes
15217.26 SERIES GA 7050 PVC SH SERIES GA 7050 PVC SH NI 48X72
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ. Yes
Impact Resistant: No Verified By: Luis Roberto Lomas 62514
Design Pressure: N/A Created by Independent Third Party: Yes
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports
PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC
FROM VEKA AAMA CERTIFIED (VK- 1). Created by Independent Third Party: Yes
115217,27 SERIES GA 7050 PVC SH SERIES GA 7050 PVC SH NI 48X72
https://www,floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqv3yVVKJZI Q... 7/20/2015
Florida Building Code Online Page 3 of 4
Limits of Use Installation instructions
Approved for use in HVHZ-. No
Approved for use outside HVHZ: Yes
Impact Resistant: No Verified By: Luis Roberto Lomas 62514
Design Pressure: N/A Created by Independent Third Party: Yes
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports
PRESSURE RATINGS, FRAME MATERIAL TO BE RIGID PVC
FROM VEKA AAMA CERTIFIED (VK-1). Created by Independent Third Party: Yes
15217.28 --SERIES GA 7050 PVC SH SERIES - G - A 7050 PVC SH NI 53 1/8X72
Limits of Use Installation Instructions
Approved for use In HVHZ. No Ew321z_R"1_Q0:'QwAP1Adf
Approved for use outside HVHZ: Yes EW21LR1_U_PA-_QQaMAWf
Impact Resistant: No Verified By: Luis Roberto Lomas 62514
Design Pressure: N/A Created by Independent Third Party: Yes
Other, REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports
PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC 7 P A
FROM VEKA AAMA CERTIFIED (VK-1) Created by Independent Third Party: Yes
15217.29 ITRANSOMSERIESGA 7050 PVC SH W/ SERIES GA 7050 PVC SH W/ TRANSOM 47 1/2X83 3/4 NON
IMPACT
Limits of Use Installation Instructions
Approved for use In HVHZ: No W5W-B".9 "-MA.W
Approved for use outside HVHZ: Yes Verified By: LUIS ROBERTO LOMAS 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +40/-40 Evaluation Reports
Other: FRAME MATERIAL TO BE RIGID PVC FROM VEKA
AAMA CERTIFIED (VK-1) Created by Independent Third Party: Yes
15217.30 SERIES 3A 7050 PVC TRIPLE SH SERIES GA 7050 PVC TRIPLE SH NI CONTINUOUS HEAD
AND SILL 107 1/2X71 1/2
Limits of Use Installation Instructions
Approved for use in HVHZ: Na EURLI-Mil-OLQU-MAI
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 RATINGS. Created by Independent Third Party: Yes
15217,31 SERIES GA 7050 PVC TWIN SH SERIES GA 7050 PVC TWIN SH NI CONTINUOUS HEAD AND
SILL 72X72
Limits of Use Installation Instructions
Approved for use in HVHZ: No EU521ZJL4J1_Qt-AQ5NftWJ
Approved for use outside HVHZ: Yes
Impact Resistant: No Verified By; Luis Roberto Lomas 62514
Design Pressure: N/A Created by Independent Third Party: Yes
Other. REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports
PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC
FROM VEKA AAMA CERTIFIED (VK-1), Created by Independent Third Party: Yes
15217.32 SERIES GA 7050 PVC TWIN SH SERIES GA 7050 TWIN SH NI CONTINUOUS HEAD AND SILL
72X72
Limits of Use 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 ft,vMMA*!
PRESSURE RATINGS, FRAME MATERIAL TO BE RIGID PVC Created by Independent Third Party: Yes
FROM VEKA AAMA CERTIFIED (VK-1)
15217,33 SERIES GA 7750 PVC SH SERIES GA 7750 PVC SH 53 I/8X72 NON -IMPACT FIN
Limits of Use Installation Instructions
Approved for use in HVHZ: No W52A2_kAjL&t_2W9DJw
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 RATINGS. FRAME MATERIAL TO BE RIGID PVC Created by Independent Third Party: Yes
FROM VEKA AAMA CERTIFIED (VK-1) I
15217.34 SERIES GA 7750 PVC SH SERIES GA 7750 PVC SH 53 1/8X72 IMPACT FIN
Limits of Use Installation Instructions
Approved for use in HVHZ: No E1JU"+_1L"32XW
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant. Yes Created by Independent Third Party: Yes
Design Pressure: +50/-50 Evaluation Reports
https://www.floridabuilding.org/l-,r/pt_app_dtl.aspx?param=wGEVXQwlDqv3yVVKJZlQ... 7/20/2015
Florida Building Code Online Page 4 of 4
Other: FRAME MATERIAL. TO BE RIGID PVC FROM VEKA&1R1LRCM_UA4A;sWf
AAMA CERTIFIED (VK-1). Created by Independent Third Party: Yes
15217,35 SERIES GA 7750 PVC SH SERIES GA 7750 PVC SINGLE HUNG 53 1/8X72 IMPACT
FLANGE
Limits of Use Installation Instructions
Approved for use in HVHZ: No 0217__R4_"UQ175Qadf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: +50/-50 Evaluation Reports
Other: FRAME MATERIAL TO BE RIGID PVC FROM VEKA
AAMA CERTIFIED (VK-1) Created by Independent Third Party: Yes
15217.36 SERIES GA 7750 PVC SH SERIES GA 7750 PVC SINGLE HUNG 53 1/SX72 NOW
IMPACT FLANGE
Limits of Use 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 RATINGS. FRAME MATERIAL TO BE RIGID PVC Created by Independent Third Party: Yes
FROM VEKA AAMA CERTIFIED (VK-i)
Go to Page ( J W 40 a Page 2 / 2 0 0
QW-Wam:: P
The state or Florida is an AA/KO employer. :: Pricey StategM1 :; ;; ggfi
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487AMIS. *Pursuant to
Section 455,?,75(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F,S, must provide the Department with an email address if
they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under
Chapter 455, FS., please click DUL.
Product Approval Accepts;
MORRO
CGltrtt 'hts XN,# c'
N
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ I Q... 7/20/20i S
i
MI WINDOWS AND DOORS LLC
B*'ri
ARRO LION, TX 7,5006 ti '#1r+ tYBp' sPr
SERES GA 7050 PJu:_ PAC ;WIN Ti;-Sr WINDOW
72 X 72" .
NS`ALLATION DETAiLs AND DESIGN PRESUPE CHART :3 _ TAT Of ice.
n.. $
ry J jay
48-CC3G45
Mr,
2
SERIES GA 7050 SINGLE HUNG'
VIEW M1W RIOR
DESIGN PRESSURE RATING IMPACTRATiNG
40.OPSF NONE
2
I, IT 7 11 s
7v Appg' "-
77- -,
Maximum &S CaDecitvdtv
Height (in)
out unit wift and sitwe wittwift on
35.50 1 39.50 47.50 55.501 59.50 1 64.00 72.00
17.75 19,75 23.75 27,75 1 29.75 1 32.00 36.00
Total Lowe I upper pbs Ag Fos mog pos I Afeg Pas I Meg Pas I Akg I Pas tft pos
27.5 13.8 1 13.8 60.0 60,0 60,6- 60.0 60,0 60,() 60,0 ; 60,0 60,()
U
60,0 60,0 60,0 60 0 60,0
35.5 17.0 1 17.8 60,0 60.060,060,0 0
fg,-O
6f-10 60,0 60 0 60o796075- 7 67-3 53,8
415 21.8 1 21.8 60.0 MO 60T 0 60,0 W, -o o 0 0F- 66,4- 56,4 47A 47.4
47.5 23.8 1 23.8 60-0 60.0 MO 60.0 60,0 60.0 50.0 70-0 60,0 60,054O 2 54,2 46,2 45,2
51.5 25.5 25.8 0
W
mc 60,0
ff-0
60"0 60.0 607 60-0 597 59,7 52.6 52,6 43,5 43,5
3.5 261 26.0 0- 0
60- 7U-
96,-0 gp- o 600 60-0 59,2 7- 9,2 2,0 0T227. 42-8 42,8
59,5 29.8 29. fU,-O- 0 I6-00 60,0 Boo ga 0,9 41-2 411M32.8 6010 60,0 600 1-772 9,1 40,3 40.3
72.0 36.0 36.0 60,0 60.0 5' to 0,6 40.0 40,0
it, articiz, witcru water rvwuwncL- 1.5 rewiret; posirtive (yesign pressure is lffnfledtt) +40.UpSt
Number of anchors Lepfired
Haight (in) Total Unit width (in)
35,50 1 39.50 1 47.50 55.50 59.50 1 64.00 72,00
Total Loam I Lipper H&SjJamb IH&S Jamb IH&S Jamb H&SIJamb H&SI Jamb IH& Jamb H & S I Jamb' 27.
5 13.8 1 13.8 3 2 3 2 1 3 2 4 2 4 2 4 2 4 2 35,
5 17.8 1 17.8 3 3 3 3 3- 3 4 3 4- 3 4 3 4 3 43.
5 21.8 21.0 3 3 3 3 4 3 4 3 5 3 5 3 5 3 47.
5 23.8 23,8 3 3 3 3 4 3 6 3 5 3 5 3 5 3 51,
5 25.8 25.8 3 3 4 3 4 3 5 3 5 3 5 3 5 3 53.
5 Xf 26.8 3 4 4 4 4 1 4 5 4 6 4 5 4 5 4 59.
5 29.8 29,8 4 A 4 4 5 4 6 4 6 4 6 4 5 4 65,
5 32.8 32.0 7270
4
4 4 4 5 1 4 4 6 4 6 4 6 4 36.
0 1 36.0 1 41 4 5 4 6 1 4 1 6 5 7 5 6 4 6 4 z
SIGNED:
0510aW15 W
4- W IFD
MI WINDOWS AND DOORS LLC o0lllfljr/f/ P
3-
4 35
a 3
9 1.12 1,
2 34
35 If2 1001
W. CROSBY RD, ON,
TX 75006 CARROL.L' ft *.
L S' .
4 f 4-
0 47 3-a 43 112 4$' 4,
8 55 V2 4-0 47 112 SER ES GA 7050 M-U-L PVC TYJ N Tat S}- WINDOW 6-
0 fiq IQ 44 J 51, Ire 72" X 72' INSTALLATION
DETAILS AND DESIGN PRESJRE CHART 4
65 V2 A
08-00O25 L z VAIL
NTS
1/06 1-O 5 1/111111%10
INTERIOR
EXTERIOR INTERIOR EXTERIOR
r7r
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
VERTICAL CROSS SECTION
WOW FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY
2. PERMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH AS TM E2112
R L
SIGNED: 05V&2015
MH WINDOWS AND DOORS LLC
1001 w, CROSSY RI). N
c ;
z
ARRbUTON, TX 751006
SE;RIES GA 7050 MQL PVC TWIN TILT SH WINDOW 2:
72 , X 72"
NSTA: LAT13N DETAILS
08-00045
T-11 F
j7F
EXTERIOR INTERIOR
11I VERTICAL
CROSS SECTION NOTES:
i.
INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT
SHOVM FOR CLARITY. Z
PERIMETER AND JOINT SEALANT BY OTHERS To BE DESIGNED
IN ACCORDANCE WITH ASTM F-2112I
2
1
77- p
INTERIOR
EXTERIOR
JAMB
INSTALLATION DETAIL METAL
STRUCTURE INSTALLATION Vil
WINDOWS AND DOORS LLC 1001
W, CROSBY RD. CARROLLTON.
TX 75006 SERIES
GA 7050 mU'-L PVC TWIN. TILT Sig WINDOW 72'
X 72" INSTAILLA',
ON DETAILS R.
L. w
08-
00045 SIGNED:
0510812015
EXTERIOR 'U- INTERIOR
VERTICAL CROSS SECTION
CONCRETEIMASONRYINSTALLATION
JAMB INSTALLATION DETAIL
CONCRETE,MASCNR Y INSTALLATION
NOTES:
1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE MTN ASTM E2112
MI WINDOWS AND DOORS LLC
1,001 W- CROSSY RD,
CARROLLTON, TX 75006
SERIES GA 7050 MULL PVC TWIN TILT SH WINDOW
72" X 72"
NSTALLATiON' D---7AILS
R. L. 08-00045
C, INTS 12 /1 3 Q 6 S1 '-5
SIGNED: 0510812015
L. Roberto Lomas P.E.
233 W. Main St.
Danville, VA 24541
434-688-0609
Manufacturer: MI Windows and Doors LLC
1001 W. Crosby RD.
Carrollton, Texas 75006
Engineering Evaluation Report
Report No.: 610049D
Product Line: Series GA 7050 PVC Single Hung 72" x 72* Continuous head and sill Twin — Non -impact
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Community Affairs for Statewide Acceptance per Rule 61 G20-3.005 method 1 (d). The product listed herein complies with
requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document: drawing number 08-00045 revision D, prepared, signed and sealed by Luis Roberto Lomas
P.E.
2, Test report No.: CCLI-11 0-156 signed by Jeffrey Crump
Construction Consulting Laboratory, International, Carrollton, TX
AAMANVDMA/CSA 101/l.S.2/A440-08
Design pressure: ±40.Opsf
Water penetration resistance 6.0psf
3. Comparative analysis with anchor calculation, report number 510049-1 B, prepared, signed and sealed by Luis
Roberto Lomas P.E.
Limitations and Conditions of use:
Maximum design pressure: See approval document
Maximum unit size: 72' x 72'
Units must be glazed per ASTM E1300-04.
This product is not rated to be used in the HVHZ.
This product is not impact resistant and requires impact protection in wind borne debris regions.
Frame material to be extruded rigid PVC,
Installation: Units must be installed in accordance with approval document 08-00045 revision D.
Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company
manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a
financial interest in any other entity involved in the approval process of the listed product(s).
1 of I
N -s
0
Ate. AT OF
00
Luis R. Lomas, P.E.
FL No.: 62514
06/26/2015
Florida Building Code Online 1i 1
Page 1 of 3
c
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ggp
z! BCIS Home ( Lop In User Registration Hot Topics Submit Surcharge Stats & Facts I Publications F6C Staff BCIS Site Map Links Search
Product ApprovalQOUSER: Profess{;;; fff Public user
Regulation
a &Q29QU2n Wg a APplicaUon Detail
FL # FL15333-R2
Application Type Revision
Code Version 2014
Application Status Pending FBC Approval
Comments
Archlved
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext2560
bsitiinger@miwd.com
Authorized Signature Brent Sitiinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
r Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Luis Roberto Lomas
the Evaluation Report
Florida License PE-62514
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2015
Validated By Steven M. Urich, PE
1 ! Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
aSSIIU.dard
AAMA 450
AAMA 506
ASTM E1886
ASTM E1996
CODE SECTION 1710.5.3
Yt
2006
2008
2005
2002
2014
htti)s://www.floridabuilding.org/pr/pr_apn dtl.aspx?param=wGEVXQwtDqtH8572qvdWI... 7/20/2015
Florida Building Code Online Page 2 of 3 ,
Product Approval Method Method I Option D
Date Submitted 06/19/2015
Date Validated 06/29/2015
Date Pending FBC Approval 07/05/2015
Suawnery of Products
FL # Model, Number or Name Description
15333.1 1 1/8" x 4" STRUCTURAL MULLION 1 1/8" x 4" STRUCTURAL MULLION HORIZONTAL
HORIZONTAL
Limits of Use Installation Instructions
Approvedfor use In HVHZ. No
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other:
Created by Independent Third Party: Yes
15333.2 1 x11/8" x 4" STRUCTURAL MULLION 1 1/8" x 4" STRUCTURAL MULLION VERTICAL
VERTICAL
Limits of Use Installation Instructions
Approved for use in HVHZ: No EW%1U—nJL-"- MUCAW
Approved for use outside HVHZ.- Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant. Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other- FW5M—RLA9—W45Z
Created by Independent Third Party; Yes
15333.3 1442 AND 5348 HORIZONTAL 1442 AND 5348 HORIZONTAL MULLION SINGLE WITH
MULLION TRANSOM
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ- Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN EI.5333—R2-AE—UQAL%1W
PRESSURE RATINGS Created by Independent Third Party: Yes
15333.4 14=42, 14t,48, 5348 AND 554821
VERTICALERTICAL MULLION
1442, 1448, 5348 AND 5548 VERTICAL MULLION
Limits of Use Installation Instructions
Approved for use In HVHZ: No F"5"Q-RzJ1-9a:Q0nWA0f
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN fL=1-RZ—A9A=,QQ4&
PRESSURE RATINGS Created by Independent Third Party: Yes
15333.5 1445, 1447, 5347 AND 5547
HORIZONTAL MULLION
1445, 1447, 5347 AND 5547 HORIZONTAL MULLION SINGLE
WITH TRANSOM
Limits of Use Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other; REFER TO APPROVAL DOCUMENT FOR DESIGN f=111JULAII-15 LQZZWIW
PRESSURE RATINGS Created by Independent Third Party: Yes
15333.6 1445, 1447, 5347 AND 5547 1445, 1447, 5347 AND 5547 HORIZONTAL MULLION TWINIHORIZONTALMULLIONWITHTRANSOM
Limits of Use installation Instructions
Approved for use in HVHZ* No
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN W5111AZAE-U&MPAW
PRESSURE RATINGS Created by Independent Third Party: Yes
15333.7I 14445347 AND 5547 VERTICAL 1445, 5347 AND 5547 VERTICAL MULLION IMU45, LLIONI I https://
www.floridabuilding.orp,/t)r/pi_apn d I.aspx?param=wGEVXQwtDqtH8572qvdWI... 7/20/2015
Florida Building Code Online Page 3 of 3
r
r,
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN EIJUXIA"_=Vulw
PRESSURE RATINGS Created by Independent Third Party: Yes
15333.8 1445-2, 1447-2 AND 5347-2 1445-2, 1447-2, AND 5347-2 HORIZONTAL MULLION
HORIZONTAL MULLION SINGLE WITH TRANSOM
Limits of Use Installation Instructions
Approved for use in HVHZ: Nop_QIg(,,p¢f
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS Created by Independent Third Party: Yes
15333,9 1445 2, 1447-2, 5347-2 AND 1445-2, 1447-2, 5347-2 AND 5547-2 HORIZONTAL
5547 2 HORIZONTAL MULLION MULLION TWIN WITH TRANSOM
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN 3 , _ 1QMPVX
PRESSURE RATINGS Created by independent Third Party: Yes
15333.10 1 1445-2, 5347-2 AND 5547-2
VERTICAL MULLION
1445-21 5347-2 AND 5547-2 VERTICAL MULLION
Limits of Use installation Instructions
Approved for use in HVHZ: No ELj" _ RZJj_Q"9145jD.VX
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN f
PRESSURE RATINGS Created by Independent Third Party: Yes
15333.11 1X3 STRUCTURAL TUBING
MULLION VERTICAL
IX3 STRUCTURAL TUBING MULLION VERTICAL
Limits of Use Installation Instructions
Approved for use in HVHZ: No EL%; .V. W
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS Created by Independent Third Party: Yes
Back Nrxt
Contact:.V ::
The State of Florida is an AA/EEO employer.. :: Privacy Statement:: dscessiWiltxSYaiEmsnt :; acfltgd Sfatmmjnt
Under Florida law, email addresses are public records, If you do not want your e-mail address released in response to a public -records request, do not send
electronic 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 to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F,S, must provide the Department with an email address if
they have one, The emaiis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please click bgM.
Product Approval Accepts:
W' ttrit5':s+4>I im x
M,.
https://www.floridabuildit g.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8S72gvdW1... 7/20/2015
SIGNED: 0611612015
M! WiNDOW'S AND DCC' S LLC oki lillill*
1003 W. CROsay RG "'. * .
ii/
fr
CARROLLTON, TX 75fl06
mow"` Wit' ` •iQ
1:442, 1448. 5348 AND 5548 ,,`7k •ter
VERT;CAL M.%_!C3'i
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hvTESORIO OF 4
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ca ery1 s90
mmummoprA
WT vlr;
T7 7
J WAWW WINDOW WINDOW 100 ........... . . . WINDOWWINDOM
WINDO14
ref APPROVEDCONFIGURATIONS
MULTIPLE UNITS
MAYBE MULLED TOGETHER ASLONSAS COMBINED WIDTH DOES
NOT EXCEED 192'AS SHOWN HEREIN Mullion Wan
On)
rft—utory
W—m-M, 18.00
24.00 30.00 36,00 42.00 40,001 SoLW I 60.
00
66,00178.00 94.W I oow I 9&00 I 24.56
ixo ma 73,773-55 i300 75-75 i300 i30.0 i3oo 3300 7370 ixo 1307 30.00
MO 130.0 130,0 130.0 13aO 50—L0 130, 1300 130,0 130,0 130.O 130,0 130,0 36.00
i300 130,0-73-55 73-00 130.0 13a0 13110 130,0 130,0 130,0 130.0 130,0 130.0 42.00
1XO 130,0 1X0 130.0 130.0 1W-0 30, 0 30, 0 =1, 0 1-3-07 30, 0 13-00 Woo 13a0
135,0 ' 130.0 —73-35 130.0 72-97 7257s— 124.6 129 672-96 '12G(6 129,6 129,6 54,00
1300 12r;,,3 I05.9 W 86,2 2.2 w8G, 97-7 80.9 80.9 80.9 , ma eas 80,9 60.00
117,5, 90,7 76,3 65,8 59 55.9 53.8 511 al 511 53.1 53.1 531 66.00
87J 67,3 55,6 46,1 43,2 39 9 7=6 976 38,3 38.3 36 3 36,3 X3 72.00
6712 51,4 42.2 32-9
36.3
3203 28-1
25,8
256 2&6 2&6 2 6 78.00
SZ7 Z-2 42-0
24,9
22.5 2tO A9 19.2 16,6 1&6 I&S 18,6 MV— 32,
0 26,1 2Z2 79.6 17—T 16.4 — Ts —4 7477— 739 aS 313.878 90.00
34 1 25 9 21,1 17,9 TO 74 2 7 3,o 12.1 11,5 10,7 105 10.5 1(5 o.696.00
28,0 71-3 7-73 74-6 7L8-- i2- 10-5 LARGE AND
SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 M! VINDOWS
AND DOORS LLC 1001 WCROSBY
RD CARROLL70N, TX 75006
1442, 1448, 5348
AND 5548 VERTICAL MULLION C,
0S-;7J,
GuFAT3.NS AND CHART77 NTS I —
F OF SIGNED: 0611612015 I *_*,;
z -;
XNCI131 scft-w 2 1 1 — -41' \
SEE NCT7-S I AND 2
7--
13
2 AW FA:-
5-1 ORFW
Si A"'IUOX
ANCHOR SCREW
SU NOTES 1 ANO2
ON' I
8,5348&" 'I I'X21/2'X 1/8 MULL ALUM, 6005 T-5
1320 '1 W006AVSONRY ANCHOR CLIP
1336 1 1NOOpiMASONRY AkHOR COP
fi 1439 i WOOD/MASONRY ANCHOR CLIP
suss CAA r=
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SEE W-ES I AND 2
ON S)4EET 1 71\ t'
31€ 144L
TOP CL P 7ALLAIIOW
ANCHOR Sr-'ReW
SEE,'CTFS 1 AMC
ON &ItEeT
MI WINDOWS AND DOORS LLC
1001 W". C:Rossy RD
CARROLLTON, TX 75006
1442, 1443, 5348 AND 5548
VEERTiCAL MULJON
INSTALLATION DETAi-S
4
SIGNED: 0611612015
an
2112'MULLION
ALUMINUM6005-T5
MULLION CLIP
TLUMINUM5005-T5
MO4VNTM PLATE
B 7--11--
ll
MULLION CLIP
ALUMINUM6005-TS
SIGNED: 0611612015
Yl WINDOWS AND DOORS LLC
1001 W. CROSBY RD
MULLION CLIP CAPRO-1-TON, TX 75006
ALUANNUM6005-T5 1442, 1448. 5348 AND 5548 Zz
VERTICAL MULLION
COMPONENTS Of
A,
At
N'TS 01/06/o9
0
L. Roberto Lomas P.E.
233 W. Main St.
Engineering Evaluation Report
Danville, VA 24541 Report No.: 510220D
434-688-0609
Manufacturer: MI Windows and Doors LLC
1001 West Crosby Rd.
Carrollton, TX 75006
Product Line: 1442, 1448, 5348 and 5548 Vertical Mullion
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3,005 method I (d). The product listed
herein complies with requirements of the current Florida Building Code.
Product description:
MWIIJ20: Extruded aluminum 1" x 2 1/2" 6005-T5, part number 1442, 1448, 5348 and 5548
M!jQjQO!Qlj2,1 Extruded aluminum 6005-T5, part number 1320, 1330, 1438 and 1439
Supporting Technical Documentation:
1. Approval document: drawing number 08-00139 Revision D, prepared, signed and sealed by Luis Roberto
Lomas RE
2. Mullion structural analysis and anchor calculations report No. 510212E prepared, signed and sealed by Luis
Roberto Lomas P.E.
Limitations and Conditions of use:
Maximum design pressure: Refer to approval document
Maximum unit sizes: Refer to approval document
Units attached to mullion must have their own separate approval.
Units may be mulled indefinitely as long as maximum unit size is not exceeded.
This product is not rated to be used in the HVHZ.
This product is impact resistant and does not require impact protection in wind borne debris regions, up to wind
zone 3.
Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components;
the mullion or the individual units
Installation:
Mullions must be installed in accordance with approval document 08-00139 Revision D.
Window units must be installed to substrate according to the manufacturers installation instructions and/or
approval documentation.
Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company
manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a
financial interest in any other entity involved in the approval process of the listed product(s).
1 of 1
ol I I I I///
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AT OFW-,w
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OZONACC
Luis R. Lomas, P.E.
FL No.: 62514
06/17/2015
Florida Building Code Online Page I of 2
ME
eCTS HoMe I Log in I Use, RegWration I Hot Talks I $kkWrAt SWOWW 1 S1615 & Facts ; Pult,11catiorts I FOC Staff I OCIS Site Kati I UnicS I Search I
Product Approval
USER: "Ic UW
P , &OPf,WK-AW& _w5giq,0 I
FL # FL12019-RS
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer American Construction Metals
Address/Phone/Email 5140 W CLifLon Street
Tampa, FL 33634
813) 884-0444
1YWpeStow@acm-metals.om
Authorized Signature Vivian Wright
rickworwtildgconsultantS,com
Technical Representative
Address/Phone/Email
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
4 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 03102/2020
Validated By Ryan J. King, P.E.
7 e Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
FUN19- R5
sukodAmd MOK
ASTM E330 2002
Method I Option D
https-//www.floridabuilding.org/pr/pr_ r,apn-- dti.aspx?param=wGEVXQwtDquJEQf8P6a6FJ., 7/20/2015
Florida Building Code Online Page 2 of 2
Date Submitted 04/30/2015
Date Validated 04/30/2015
Date Pending FBC Approval 05/10/2015
Date Approved 06/22/2015
FL * I model, Number or Name I Description
12019.1 "Triple 4" and "Quad 4" 10.012' Thick Aluminum Soffit - Full Vent and Center Vent
Limits of Use Installation Instiructions
Approved for use In HVHZ; Na
Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure. N/A Evaluation Reports
Other: See INST 12019.1 for Design Pressure Ratings by
specific application and for any other additional use Created by Independent Third Party: Yes
limitations and installation instructions.
amX ER
Qntja U EJZRL--
The State of Florida Is an WEED ernifilloye, ftaA"1Uft=%::11
Under Florida law, erred addresses are public records, It you do not want yob e,matl address recut sed to response to a public -records request, do not send
xtronic mad to this entity, instead, contact the office by phone or by traditional friaM, 11 you have arry qoes-bons, please contact OSDA87. 095, 'Pursuard to
Section 455.2 -1 5(l), Florida Statutes, effectwe October 1, 2012, licensees licensed Under ,SChapter455 F. "Knit Provide the Department withrunwithan ad address if
they have Ono' The ernads provided may be used for official edmmunicadMn with the kensee. However eirrad addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an ernall address which can he ffulde available to the public, To determine if you are a kerlsee under
Chapter 455, F,S., please click bjM_.
Product Approval Accepts-
W5
Min
https:llwww.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDquJEQf8P6a6FJ... 7/20/2015
5140 West Cifflon Street
Tampa, FL 336U
TRIPLE 4" & "QUAD 4"
ALUMINUM SOFFIT
GENERAL NOTES
1, This product has been evaluated and is in compliance with the 5th Edition (2014)
Florida Building Code excluding the "High Velocity Hurricane Zone" fHVHZ).
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,
I Site conditions not covered by this drawing are subject to further engineering
analysis.
4. Wood/CMU wall construction, by othefs, must be designed properly to receive
loads from the soffit and/or 2"x 7 batten strips.
5. Aluminum soffits shall contoFm to the requirements of FBC Section 1404,5.1 and
labeled according to F8C Section 1710.9.
TABLE Of CONTENTS
SHEET # DESCMIRTION
g-ed notes
2 Pones details
3 SoiTrt toil & de sjgnpre,—e_
4 Soffit detalls & design presages
5 Soffit details, design Pressures & Wl of materials
TRIPLE 4-94)
44120 511 Ir
7-4a31 A j C 3C- TW-K;
4"x OR W
FASCIA CIIANMa
co'ERAGE IkEF-_
EF) q 91 Is'.1 7
031 I , 42-
07'
Awe
33'
33,
R18 AND END DFAIS
ITCOVEPAGE
lific --- I
4'PITCH 25/8"
06 "Ml PANEL
WCOVERAGE
651 OtE9
4,W PITCH 167
ml
125'
0 0 0 a 0 0
u o u o g —1
6 0 0 0 in --
n n n n 7 n
CIVILE i 4
LMrfM FOMM N SAME C;
0,3W —
YIEW A-Ak` !,A x CALF)
5 ae-\ FULL VENT -WIDE PATTERNRN ) -
7, - -- - - d w
o o a n J000000000
0 0 0 0 o o
0 0
0 0 0 0 fl 0
1 0 0 0 &—
LOWER PATTERN
it WqtRF—f06M—EDIN SAME
DWECTON AS FIBS)
FULL VENT -NARROW PENT PATTERN
z CT; 6
ID
LL
f AZ
IN. T s
V- JK
ROOF OVERHANG ROOF OVER4ANG SPAN A
ROOT OVERHANG
j
PDOF ROOF ROOF
I
GAMING FRAMN'. fRAMPfc-,
ALITHINim ALUFEW'l
FASCIA FAS[$A—
TRMTRIM N
fit OR S0FPT—/ CMU OR \j
OF' ' —/ (Illu OR F;IT
w 001) wooW1) lyj
SEE Dlllt " A DETAIL C FRAMED SEE DErAIL A FRMIED
SEEDETETXL'B" SEE DETAIL D * SE DETAll "C
SIDE VIEW - SINGLE SPAN SIDE VIEW - SINGLE SPAN -CHANNELS SIDE VIEW - SINGLE SPAN WEJ-C HANNEL
Shown w/ t, usftaminq canWewr) tamsgrarnirg cZnlJlever) Shownw/ n.S'Pr."og ""Weyer) SINGLE
SPAN LENGTH A'
DESIGN
PRESSURE (PSO POSITIVE
NEGATIVE or
70.0 141.0 J(
r 40.0 Mo l.
r 50.0 50.0 14"
38.5 3&5 16"
30.0 30.0 NOTE:
WOOD FRAMING AND CONNECT)ONS TO BE DESIGNIED
BY THE ARCHITECT OR ENGINEER OFRECORD
0,
DETAIL "
B F-
Channel TRIM
NAJ, ATTACHED THROUGH
FASCIA 15
1 C O.C. MAX. STAPLES
INSTALLED 90 END
Of PANEL AND 8'
MAX- 0,C, SEE
DETAIL SHEET 5) I/
8"MAX. DETAIL "
A" Fascia
STAPLES
INSTALLED @ 24" O.C. JlWiO WOOD) ON
F-CHANNR LEG OR T-NAk 4 12"0.C+ INTO
WOOD OR MASONRY) STAPLES
INSTALLED @ 17 O.C. (INTO WOOD) 11
F-CHANNEL SLOT OR T-NAIL @ 17 O.C. INTO
WOOD OR MASONRY) NOTE:
FOR
SQUARE CUT OVERHANG, TRIM
BOTTOM Of FASCA FLAT AGAINST
PANEL STAPLES
LOCATED 24'
OC. INTO FRAMING MAX,
I -
MAX - STAPLES
INSTALLED @ 17 O.C. (INTO WOOD) IN }
CHANINEt SLOT OR 1-"L 40 12'O.C, DETAIL "
D J-
Channel Fascia
STAPLES
INSTALLED 12- O.C. INTO WOOD) N.
i-CHANNEL SLOT OR T-NAIL @ 12'O.C. INTO
WOOD OR MASONRY) STAPLES
LOCATED. 24"
0.0INTO FRAMING DETAIL " C
J-Channel
SUBSTRATENOIES: l.'
WOOO
SUBSTRATE: G = D.42 OR, BETTER 2, MASONRY
SUBSTRATE: 3,000 PSJ CONCRETE (ACI 301) OR HOLLOW
BLOCK (ASTM C90). LE 147_
5 B- JK
ri- F
3
cF 5
ROOF OVERHANG Z
SPAR A'
ROOF OVERHANG
W, P
SPAN A SEE NOTE 2 "F 4,
ROOF
0000BYTHEARCHITECTORENGINEEROFRECMz
1. WOOD FRAMING AND CONNECTIGINSTO BE DBG14D
ALUMINUM k0MOVI 2- l2d COMMC N NAJL CR V f'ffW IAPCON CONCRETE SC
FASCIA- FASCIA (M?N. 1-114'EM*ET)MENT) 924- ON UWtzR
IR!M
msr'N PREsSURE (w)
A SINGLE SPAN LENGTH
EMU Or, — 0 z
lI
L
fT
Ml +M0 I
141.
0 FRAVED RAL
SEE DETAJLE - -
SEE DETAIL F ISEEDETAX-G----J vo +40.0 60.0 SEDETAIL E
v 17 +50.
0 -
50.0 SIDE VIEW - SINGLE
SPAN wLt7CHANNEL SIDE VIEW - SINGLE SPAN w/3-C IANNEL Shown wl trssjfrarsl,
iq ;verhwg) 14' +38.5 -38.
5 16* +3&0 -30.
0 FTRIM NAIL ATTACHED THROUGH
FAS&
@ I
f'O-
C. MAX. S7APLES INSTALLED @ IT O'c (tNTO
WOOD) I. IN )-CHANNEL SLOT
OR
OC, NOTE: FOR
SGUARE OJT
OVERHANG, STAPLES LOCATE prJOWOOD F TRIM BOTTOM Of
FASCIA FLAT AGAINST PANEL 2- O.C. FRAMING OR MASONRY) IT UK STAPLES INSTALLED 424"
O.C. (INTO WOOD) ON F-CHANNEL, I
fG OR T-NAJL Cq? I T O.C. i INTO WOOD OR MASONRY) 10, ( MU STAPLES INSTALLED @
ly,
U.C. {INTO
WOOD) ie tt IN ;-CHANNEL SLOT OR
T T44AJI 0 17
O.C. -------- : NTO WOOD OR MASONFYJ
IN P A LED
50
L
STAPLES INSTALLED@
f!
1"t END 0 PANEL % I
f4i-o! II
MAX R= of
2 EDETAIL -J SHEET
5) ---- ----------- ----------- 08 2 10 x ErMAX-
4
2
DETAIL" E
L—
I
fir MAX,
Sj"ATE NOTES: Fascia
DETAIL " F 1,
WOOD SU$S-RA-,E: G = 0,42 OR BETTER DETAIL " G Z MASONRY SUBWA.TE:
3,0W ISJ CONCRETE JACJ 301) 20, 19, F-Channel OR HOLLOW
BLOCK WTM C90). ---JZhonr;ei -4ur 5
N
12d X 3-1/4'
H.D. GALV . STEEL
COMMON NAIL @ 24"O.0
wl I-3/4'MIN. EM&
DETAIL" H
I X2 VERTICAL
FRAMING !G>=0,42)
ATTACH wl 28d
COMMON NAL S
4 TOP TO ROOF FRAMING
STAPLES INSTALLED 0
END Of PANEL AND
a, MAX. O.C.
SEE DETAIL -J'l
DETAIL "I„
MAIL J
ROOF CVERHANG
Rw
FRAMING
pill
V z 4
SEE DETAIL B E
SHEET 3)
12d x 3-1 /X'
H.D. GALV, S7FL 7 ------- ------- V c4li
COMMON NAIL 4 24'0O.C. SEE DETAIL A "'
Moo
3) i >
CONTINUOUS
SEE DETAIL'H BATTEN @ CL
SPAN
STAPLES INSTALLED 4 SIDE VIEW - DOUIP Lk_SPAN W ATTEN
END 0' F PANEL AND (Shawn vv/ truss/frBmung carblever)
LT' MAX. O.C.
SEE DETAIL 'U
TW)N SPAN LENGTH
wICON77NUOUS BATTEN
A'
DESIGN PRESSURE (PSf)
POSITIVE NEGATIVE
16" 70.0 70,0
66.5 4&5
2(r 60.0 Mo
27' 54.5 54,5
24" 50.0 50.0
SPAN A
ROOF OVERHANG
SEE DETAIL'G'
SHEET 4)
ROOF
FRAKNG \- SEE NOTE 2
SEE,)FAt'l'-/
WOOL
FRAMED
SEE DFAIL' A -
fSK-ET 3)
SIDE VIEW - DOUBLE SPAN wjBATTEN
Shown w/ 1—Iftarm ovffbar }
CONNECTOR NOTES:
WOOD FRAMING AND CONNECTIONS 10 BE DESIGNED
SUBSTRATE NOTES:
BY THE ARCHfTECT OR ENI34aR OF RECORD
1 12d COMMON NAIL OR 3/16'11W TAPCON CONCRETE SCREW 1, WOOD SUBSTRATE G = 042 OR BETTER
IMIN. I - 114- FMBEDMENIJ @ 24"ON CENTER 2 MASONRY SUBSTRATE: 3,000 PSI COI,CRETE (ACI 301)
OR HOLLOW BLOCK fASTM M).
a
M i ZAIZ I
0
R R W Building Consultants, Inc. W
B Consulting and Engineering Services for the Building Industry
C P.O. Box 230 Voldco, FL 33595 Phone 811659,9197
Flon4a Board of PmRalotwol Engincen Cenificalc ofAuthorization No. 9813 Product
Sub
Category Manufacturer Product Name category
American
Construction Metals Panel
Walls soffits 5140 West Clifton Street Triple 4" & "Quad 4" Aluminum Soffit Tamps,
FL 33634 Phone $
13.890.4444 Scope:
This is a Product Evaluation report Issued by R W Building Consultants, Inc, and Lyndon F. Schmidt, P.E. for American Construction
Metals based on Rule Chapter No. 61 G20-3, Method I 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.
LOWNedons:
1,
This product has been evaluated and Is in compliance with the Sth Edition (2014) Florida Building Code (FBC) excluding the "High Velocity
Hurricane Zone". 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.
Site conditions not covered by drawing FL-12019.1 are subject to further engineering analysis. 4.
Wood/CMU wall construction, by others. must be designed property to receive loads from the soffit and/or 2* X 2' batten strips. 5.
Aluminum soffits shall conform to the revAArements of FBC Section 1404.5.1 and labeled according to FBC Section 1710.9. 6.
See drawing FL-12019.1 for size and design pressure limitations. Supporting
Documents. TEL
01190073 ASTM E330-02 2.
Dix MMMO by No,
FL-12019.1 RW Building Consultants, Inc. (CA 09813) 3.
qAKq1_s§"n MUM 01 Anchoring
RW Building Consultants, Inc. (CA #9813) 4.
QWM AnurapSe Certificate
of Participation issued by Keystone Certifications, Inc.. certifying that
American Construction Metals Is manufacturing products within a quality
assurance program that complies with ISOIIEC 17020 and Guide 53, Sheet
1 of 1 ROW
halLOMW SW92d by Testing
Evaluation Lab., Inc. Lyndon F. Schmidt P.E Si91120
A §22ko W Lyndon
F. Schmidt, P,E. WOW
A ftaled LIX Lyndon
F. Schmidt, P.E, c
f V,
yndon
F. Schmidt, P.E. FL
PE No. 43409 4/
112015 k,
Building Code Online Page I of 2
M OCTS Home I Log 1r, I Use, Registration t "of TOPKS I Submit Surcharge I Stats & Facts Pub4raW* FbC Staff SCIS Site Map LMIKS S"Itr QOProduct
Approval UMR:
Public Use, I ,
WA09R,001 I APPIIC#ti*n Ocutil FL
FL16305-R4 Application
Type Revision Code
Version 2014 Application
Status Pending FBC Approval Product
Manufacturer Atlas Roofing Corporation Address/
Phone/Email 2000 RiverEdge Parkway Suite
800 Atlanta,
GA 30328 770)
946-4571 mcollins@atiasroofing.
com Authorized
Signature Meldrin Collins mcollins@atiasroofing.
com Technical
Representative Address/
Phone/Email Quality
Assurance Representative Address/
Phone/Email Category
Roofing Subcategory
Asphalt Shingles Compliance
Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer Evaluation
Report - Harocopy Received Florida
Engineer or Architect Name who developed Zachary R. Priest the
Evaluation Report Florida
license PE-74021 Quality
Assurance Entity UL LLC Quality
Assurance Contract Expiration Date 12/31/2020 Validated
By Locke Bowden Validation
Checklist - Hardcopy Received Certificate
of Independence Referenced
Standard and Year (of Standard) StAltdnEd ASTM
D 3161 ASTM
D 3462 ASTM
D 7158 TAS
100 TAS
107 Year
2009
2009
2008
1995
1995
Equivalence
of Product Standards Certified
By Sections
from the Code https://
w,A,w.floridabuilding.org/pr/pr_app,_dtl.aspx?param=wGEVXQwtDquJBMjgUlj3N 7/20/2015
Florida Building Code Online Page 2 of 2
Product Approval Method Method I Option D
Date Submitted 06/2812015
Date Validated 06/29/2015
Date Pending FBC Approval 07/05/2015
Summary of Products
Model, Number or Name
16305.1 1 Atlas Shingles I Fiberglass reinforced laminated asphalt shingles
Limits of Use Installation Instructions
Approved for use in HVHZ: yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A Verified By: Zachary R. Priest 74021
Design Pressure: N/A Created by Independent Third Party: Yes
Other. See evaluation report for linilits of use Evaluation Reports
RIPON5 -R-i -At- IM, 13 QQz'A-,?1q0
Created by Independent Third Party: Yes
packl Eii)
nia" tWa-AWAV,:4W
The State Q(Florida Is an AA/FfO employer.
Under Florida tow, email addresses are Public records. If you do not want your e-mail address released in response to a request, do not send
eiectxor0c, mail to iris entity. Instead, contact the office by phone or by traditional mail, if you have any quesukins, please Contact 850,467,1395, *Pursuant to
Section 455,275(l), Florida Statutes, effective October 1, 2012, bceomteS licensed Under chapter 455, F.S. Must Provide the department With an email address It
they have one_ The forkints provider), may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department withan emali address which can be made available to the public, To determine it you are a ficonsa,e kinder
chapter 455, F S, pleaSe click UM,
Product Approval Acmptio
WMEM
https,llwww.floridabuilding.orglprlpi_app_dti.aspx?param=wGEVXQwtDquJBMjgLJlj3N... 7/20/2015
Certificate of Authorizationrization No. 2982417520EdinburghDr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE CEDITION (2014)
Manufacturer. ATLAS ROOFING CORPORATION Issued June 29, 2015
2000 Riveredge Parkway, Suite 800
Atlanta, GA 30328
770) 612-6267
Manufacturing Plants: Hampton, GA
Meridian, MS
Dangerfield, TX
Ardmore, OK
Quality Assurance: LIL LLC (QUA9625)
SCOPE
Category: Roofing
Subcategory; Asphalt Shingles
Code Sections: 1507Z5,1507.27,1, 15216.5-1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
REFERENCES
ntit Report No. 009-q YSE
PRI Construction Materials Technologies (TST5878) ATL-079-02-01 ASTM D 3161 2009
TAS 107 1995
PRI Construction Materials Technologies (TST5878) ATL-083-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-086-02-01 Rev 1 ASTM D 3462 2009
PRI Construction Materials Technologies (TST5878) ATL-104-02-01 ASTM D 3462 2009
PRI Construction Materials Technologies (TST5878) ATL-106-02-01 ASTM D 3161 2009
TAS 107 1995
PRI Construction Materials Technologies (TST5878) ATL-106-02-01 Rev I ASTM D 3161 2009
TAS 107 1995
PRI Construction Materials Technologies (TST5878) ATL-107-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-107-02-01A TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-109-02-01 ASTM D 7158 2008d
PRI Construction Materials Technologies (TST5878) ATL-1 16-02-01 ASTM D 3462 2009
PRI Construction Materials Technologies (TST5878) ATL-118-02-01 ASTM D 3462 2009
PRI Construction Materials Technologies (TST5878) ATL-119-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-123-02-01 ASTM D 7158 2008d
PRI Construction Materials Technologies (TST5878) ATL-125-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-127-02-01 Rev 1 ASTM D 7158 2008d
PRI Construction Materials Technologies (TST5878) ATLA32-02-011 ASTM D 3161 2009
TAS 107 1995
PRI Construction Materials Technologies (TST5878) ATL-133-02-01 ASTM D 3161 2009
TAS 107 1995
PRI Construction Materials Technologies (TST5878) ATL-135-02-01 ASTM D 3462 2009
PRI Construction Materials Technologies (TST5878) ATL-136-02-01 ASTM D 3462 2009
PRI Construction Materials Technologies (TST5878) ATL-137-02-W Rev 1 ASTM D 7158 2008d
PRI Construction Materials Technologies (TST5878) ATL-138-02-01 Rev 1 ASTM D 7158 2008d
PRI Construction Materials Technologies (TST5878) ATL-143-02-01 ASTM D 3161 2009
TAS 107 1995
PRI Construction Materials Technologies (TST5878) ATL-144-02-01 ASTM D 3161 2009
TAS 107 1995
PRI Construction Materials Technologies (TST5878) ATL-151-02-01 ASTM D 3462 2009
PRI Construction Materials Technologies (TST5878) ATL-162-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-167-02-01 ASTM D 3161 2009
PRI Construction Materials Technologies (TST5878) ATL-168-02-01 ASTM D 3161 2009
TAS 107 1995
PRI Construction Materials Technologies (TST5878) ATL-169-02-01 ASTM D 3462 2009
PRI Construction Materials Technologies (TST5878) ATL-170-02-01 ASTM D 3462 2009
ATI-13002.4 FL 16305-R4 Page I of 9
This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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 attribiAes, that are not
specifically addressed herein,
ATLAS ROOFING CORPORATION
Asphalt Shingles
PRI Construction Materials Technologies (TST5878) ATL-171-02-01 ASTM D 3462 2009
PRI Construction Materials Technologies TST5878) ATL-172-02-01 ASTM D 3462 2009
PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 2009
PRI Construction Materials Technologies (TST5878) ATL-179-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-184-02-01 ASTM D 3161 2009
TAS 107 1995
PRI Construction Materials Technologies (TST5878) ATL- 165-02-01 ASTM D 7158 2008d
PRI Construction Materials Technologies (TST5878) ATL-186-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL- 187-02-01 ASTM D 3462 2009
PRODUCTDESCRIPTION--- GlassMaster(
M 30 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore &
Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough -
Master* 20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore &
Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -
Cut& Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a Ardmore &
Hampton) dashed, thermally -activated, self -seating sealant stripe that complies with ASTM D 3462.
Pro-
CuW Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed, Hampton)
thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462, ProLAMTm
Architectural ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Hampton &
Meridian) architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe
that complies with ASTM D 3462. Pinnacles
Pristine, ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Pinnac*
V Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant Lifetime
w/Scotchgard stripes that complies with ASTM 0 3462, Dange"
d, Hampton & Meridian)
StormMester4l)
Shake ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Dange"
d) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant
stripe that complies with ASTM D 3462, StormMasterO
Slate ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Ardmore)
architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant
stripe that complies with ASTM D 3462. ATI-
13002A FL 16305-R4 Pale 2 Of This
evaluation report is provided for State of Florida Product -- approval PPrOvalunder Rule 6IG20-3, The manufacturer shalt 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
INSTALLATION
GlassMasterO 30 & Basic Wind Speed (Vu,t).
Tough-Mastere 20 Basic Wind Speed (Vald)
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
ATLAS ROOFING CORPORATION
Asphalt Sh"Iss
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min, 19/32 in. plywood or wood plank for
new construction; Min, 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in, OSIB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installed with 5-inch exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern' detailed
below.
Installed with 5-inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either '4 Nail
Pattern" or "6 Nail Pattern' detailed below.
36"
Nails
12" 4
see"
I r --+-- 12- —+— 1Z
Figure 1. GlassMaster& 30 & Tough -Master(& 20
4 Nail Pattern (Non-HVHZ only)
38-
Nails
Iva*
12-
Figure 2. GlassMasterS 30 & Tough -Mastery 20
6 Nail Pattern
ATLI 3002.4 FL I6305-R4 Page 3 of 9
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
Prol-AMTm Architectural Basic Wind Speed (Vuft):
Basic Wind Speed (Vaw):
Deck (HVHZ):
Deck (Non•HVHZ):
Underlayment
Min, slope.
Installation (HVHZ):
Installation (Non-HVHZ):
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max, 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min, 19/32 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in, plywood or wood plank for
new construction; Min. 7/16 in. CISB existing construction.
In accordance with FBC requirements,
2:12 and in accordance with FBC requirements, Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installed with 6 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using *6 Nail Pattern" detailed
below.
Installed with 6 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either 'A Nail
Pattern* or "6 Nail Pattern" detailed below.
M M C-) Uj L-j
Figure 3. ProLAMrm Architectural Shingle
4 Nall Pattern (non-HVHZ only)
Figure 4. Pro-I-AMTO Architectural Shingle
6 Nall Pattern
ATI-13002.4 FL 16305-R4 P!9e 4 of 9
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
Pinnac" Pristine &
StoffnMasterO Shake
Basic Wind Speed (VA,):
Basic Wind Speed (Vass)
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min, slope:
Installation (HVHZ):
Installation (Non-HVHZ):
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max, 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19t32 in. plywood or wood plank for
new construction; Min, 15132 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min, 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements, Contact
the Atlas Roofing Corporation when installing at slope
greater than 21 * 12,
Installed with 6 in, exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern' detailed
below.
Installed with 6 in, exposure in accordance with FBC
requirements and manufacturers published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or '6 Nail Pattern' detailed below.
9. 90-ft" .".0
Fzsm .......... .
Figure 6. Pinnacle4D Pristine and StorrnMasterO Shake
4 Nail Pattern (Non-HVHZ only)
Figure 6. PinnacleV Pristine and StormMaisteriti Shake
6 Nail Pattern
ATI-13002,4 FL 16305-R4 Page 5 of 9
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shalt 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
specificalty, addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Stormillillaster(ID Slate Basic Wind Speed (Vuij):
Basic Wind Speed (Vaw)
Deck (HVHZ):
Deck (Non-HVHZ):
Undertayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in, plywood or wood plank for
new construction: Min, 15/32 in. plywood existing
construction,
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in, plywood or wood plank for
new construction; Min. 7/16 in, CISB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installed with 8.5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern' detailed
below.
Installed with 8,5 in, exposure in accordance with FBC
requirements and manufacturer's published installation
instructions, Shingles shall be attached using either"4 Nail
Pattern" or"15 Nail Pattem"detailed below.
JS ..................
Figure 7. StormMaster(ID State
4 Nall Pattern
Figure 8. StormMasterlID Slate
6 Nall Pattern
ATLI 3002.4 FL 16305-R4 Page 6 of
This evaluation report is provided for State of Honda 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,
ATLAS ROOFING CORPORATIONCREEKIAsphattShingles
TECHNICAL SERVICES, LLC
Pro-CutilD Starter Strip Basic Wind Speed (Vut): Max, 194 mph
Basic Wind Speed (Vasa): Max. 150 mph
Deck (HVHZ): In accordance with FBC requirements-,
Solidly sheathed min. 19/32 in, plywood or wood plank for
new construction; Min. 15/32 in, plywood existing
construction.
Deck (Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min, 15/32 in. plywood or wood plank for
new construction; Min, 7/16 in. OSB existing construction,
Underlayment: In accordance with FBC requirements,
Min. slope: 2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installation (HVHZ): Installed in accordance with RAS 115 and manufacturer's
published installation instructions. Shingles shall be
attached as shown below.
Installation (Non-HVHZ): Installed in accordance with FBC requirements and
manufacturer's published installation instructions. Shingles
shall be attached as shown below,
Figure 9. Pro -Cut® Starter Strip
ATL13002.4 FL 16305-R4 Page 7 of 9
This evaluation report is provided for State of Florida product approval under Rule 6IG20-3, 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
Pro -Cut& Hip & Ridge Basic Wind Speed (V,#,):
Basic Wind Speed (Vac)
Deck (HVHZ):
Deck (Non-HVHZ),
Underlayment:
Min. slope:
Installation (HVHZ and
non-HVHZ):
6.
9 - ------
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max, 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min, 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in, plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in, plywood or wood plank for
new construction; Min, 7/16 in, OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements.
Installed with 5-5/8 inch exposure in accordance with RAS
115 (HVHZ only) and manufacturers published installation
instructions. The direction of the exposed end shall be
away from the prevailing wind,
12" -
1
12 ga. 1-1/2" ring
shank nail
12"
Figure 10. Pro -Cut® Hip & Ridge
ATI-13002A FL 16305-R4 P!ye 8 of 9
This evaluation report is provided for State of Florida product approval under Rule 6IG20-3, The manufacturer "It notify CREEK
Technical SerAces, LLC of arty 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
LIMITATIONS
ATLAS ROOFING CORPORATION
Asphalt Shingles
1 ) Fire Classification is not within the scope of this evaluation,
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33-ft or less,
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck,
7) 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 code compliant detail shall prevail,
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 5"Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer.
01%111111111" V4 f R
No 74021
STATE OF
A,
if R N
CERTIFICATION OF INDEPENDENCE
2015.06.2
J 9 12:5 5:4 8
04'
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,
END OF REPORT
ATI-13002A FL 16305-R4 Pag! 9 Of 9
This evaluation report Is provided for State of Florida product approval under Rule 6IG20-3, 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 SERVICES, LL_C
EVALUATION REPORT
Manufacturer: ATLAS ROOFING CORPORATION
2000 Riveredge Parkway, Suite 800
Atlanta, GA 30328
770)612-6267
Manufacturing Plants: Hampton, GA
Meridian, MS
Dangerfield, TX
Ardmore, OK
Quality Assurance: UL LLC (QUA9625)
SCOPE
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
813)480-3421
FLORIDA BUILDING CODE ST" EDITION (2014)
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1507.2.5, 1507.23 1, 1523.6.5.1
Properties: Physical properties, Wind Resistanoe, Wind Driven Rain
REFERENCES
DIU
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
R 0a No.
ATL-079-02-01
ATL-083-02-01
ATL-086-02-01 Rev 1
ATL-104-02-01
ATL-106-02-01
ATL-106-02-01 Rev 1
ATL-107-02-01
ATL-107-02-01.1
ATL-109-02-01
ATL-116-02-01
ATL-118-02-01
ATL-119-02-01
ATL-123-02-01
ATL-125-02-01
ATL-127-02-01 Rev 1
ATL-132-02-01
ATL-133-02-01
PRI Construction Materials Technologies (TST5878) ATL-135-02-01
PRI Construction Materials Technologies (TST5878) ATL-136-02-01
PRI Construction Materials Technologies (TST5878) ATL-137-02-01 Rev 1
PRI Construction Materials Technologies (TST5878) ATL-138-02-01 Rev 1
PRI Construction Materials Technologies (TST5878) ATL-143-02-01
PRI Construction Materials Technologies (TST5878) ATL-144-02-01
PRI Construction Materials Technologies (TST5878) ATL-151-02-01
PRI Construction Materials Technologies (TST5878) ATL-162-02-01
PRI Construction Materials Technologies (TST5878) ATE.-167-02-01
PRI Construction Materials Technologies (TST5878) ATL-168.02-01
Issued June 29, 2015
Ywr
2009
1995
1995
2009
2009
2009
1995
2009
1995
1995
1995
2008d
2009
2009
1995
2008d
1995
2008d
20M
1995
2009
1995
2009
2009
2008d
2008d
2009
1995
2009
1995
2009
1995
2009
2009
1995
PRI Construction Materials Technologies (TST5878) ATL-169-02-01 ASTM D 3482 2009
PRI Construction Materials Technologies (TST5878) ATL-170-02-01 ASTM D 3482 2009
ATL13002,4 FL 16315-R4 Page 1 of 9
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 amply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
S -
ASTM D 3161
TAS 107
TAS 100
ASTM D 3462
ASTM D 3462
ASTM D 3161
TAS 107
ASTM D 3161
TAS 107
TAS 100
TAS 100
ASTM D 7158
ASTM D 3462
ASTM D 3462
TAS 100
ASTM D 7158
TAS 100
ASTM D 7158
ASTM D 3161
TAS 107
ASTM D 3161
TAS 107
ASTM D 3462
ASTM D 3462
ASTM D 7158
ASTM D 7156
ASTM D 3161
TAS 107
ASTM D 3161
TAS 107
ASTM D 3462
TAS 100
ASTM D 3161
ASTM D 3161
TAS 107
CREEKI
ATLAS ROOFING CORPORATION
Asphalt Shingles
TECHNICAL SERVICES, LLC
PRI Construction Materials Technologies (TST5878) ATL-171-02-01 ASTM D 3462 2009
PRI Construction Materials Technologies (TST5878) ATL- 172-02-01 ASTM D 3462 2009
PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 2009
PRI Construction Materials Technologies (TST5878) ATL-179-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-184-02-01 ASTM D 3161 2009
TAS 107 19%
PRI Construction Materials Technologies (TST5878) ATL-185-02-01 ASTM D 7158 2008d
PRI Construction Materials Technologies (TST5878) ATL-186-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-187-02-01 ASTM D 3462 2009
PRODUCT DESCRIPTION
GlassMastere 30 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed,
Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462.
Tough-MasterOD 20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed,
Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462,
Pro-CutOD Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a
Ardmore & Hampton) dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D
3462.
Pro -Cut® Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed,
Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462.
ProLAMTm Architectural ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
Hampton & Meridian) architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant
stripe that complies with ASTM D 3462.
Pinnacle® Pristine, ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
Pinnacle® Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant
Lifetime w/Scotchgard stripes that complies with ASTM D 3462.
Dangerfield, Hampton &
Meridian)
StormMasterO Shake ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
Dangerfield) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing
sealant stripe that complies with ASTM D 3462,
StormMasterOD State ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing
sealant stripe that complies with ASTM D 3462.
ATLI 3002.4 FL 16305-R4 Page 2 of 9
This evaluation report - I
I
s - provided - for State of Florida product approval under Rule 6IG20-3. The manufacturer shall not 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 eipress nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ECREEKTECHNICALSERVICES, LLC
INSTALLATION
GlassMastea 30 & Basic Wind Speed (Vst):
Tough -Mastery 20 Basic Wind Speed (Vaw):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ),
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max, 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min, 19/32 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min, 15/32 in, plywood or wood plank for
new construction; Min, 7/16 in, OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements, Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installed with 5-inch exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5-inch exposure in accordance with FBC
requirements and manufacturers published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nait Pattern" detailed below.
36"
Nails
12- 12- 12-
Figure 1. Glassilillaster(ID 30 & Tough-MasterS 20
4 Nail Pattern (Non-HVHZ only)
3T,
Nails
Figure 2. GlassIgilasiterlD 30 & Tough -Master® 20
6 Nail Pattern
ATL113002.4 FL 16305-R4 page 3 of
This evaluation report is -provided for State of Florida product approval under Rule6IG20-3, The manufacturer shag 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, Ll-C
ProLAMT* Architectural Basic Wind Speed (Vult):
Basic Wind Speed (Vasa):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment,
Min, slope:
Installation (HVHZ):
installation (Non-HVHZ):
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min, 19/32 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min, 15/32 in, plywood or wood plank for
new construction; Min- 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements, Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12,
Installed with 6 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 6 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern' or '6 Nail Pattern" detailed below.
MM
Figure 3. Prol-AMT" Architectural Shingle
4 Nail Pattern (non-HVHZ only)
Figure 4. Pro-LAMT* Architectural Shingle
6 Nail Pattern
ATL13W2.4 FL 16305-R4 Page 4 of 9
This evaluation report isprovidedfor 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
Pinnacle® Pristine & Basic Wind Speed (Vint):
StoffnMasterQD Shake Basic Wind Speed (Vasa):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max. 194 mph
Max, 150 mph
in accordance with FBC requirements:
Solidly sheathed min, 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in, plywood or wood plank for
new construction; Min. 7/16 in, OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements, Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12 .
Installed with 6 in, exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using '6 Nail Pattern" detailed
below.
Installed with 6 in, exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or '6 Nail Pattern" detailed below.
51".
Figure S. PinnacleOD Pristine and StormMasterO Shake
4 Nail Pattern (Non-HVHZ only)
3% M,
Figure 6. PinnacleOD Pristine and StormMasterOD Shake
6 Nail Pattern
ATI-113002.4 FL 16305-R4 Page 5 of 9
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shah 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.
StormMaster(ID Slate Basic Wind Speed (Vwt):
Basic Wind Speed (Vast):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max, 194 mph
Max. 150 mph
In accordance with FBC requirements:
Solidly sheathed min. 19/32 in, plywood or wood plank for
new construction: Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements,
2 , 12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installed with 8.5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 8.5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either `4 Nail
Pattern" or `6 Nail Pattern" detailed below.
Figure 7. StormMaster(ID Slate
4 Nail Pattern
Figure 8. StorrnMasterO Slate
6 Nail Pattern
ATI-13002A FL 16305-R4 Page 6 of
This evaluation report is provided for State of Florida -- productI approval under Rule 6IG20-3. 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.
ATLAS ROOFING CORPORATION
Asphalt Shingles
Pro -Cuter Starter Strip Basic Wind Speed (Vo): Max. 194 mph
Basic Wind Speed (Vasa}: Max, 150 mph
Deck (HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min, 15/32 in. plywood existing
construction.
Deck (Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in, plywood or wood plank for
new construction; Min. 7/16 in, OSB existing construction,
Undedayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12,
Installation (HVHZ): Installed in accordance with RAS 115 and manufacturers
published installation instructions. Shingles shall be
attached as shown below,
Installation (Non-HVHZ): Installed in accordance with FBC requirements and
manufacturer's published installation instructions. Shingles
shall be attached as shown below,
Figure 9. Pro -Cut® Starter Strip
ATL13002.4 FL 16305-R4 -- Page 7 of 9
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.
ATLAS ROOFING CORPORATION
Asphalt Shingles
Pro-CutO Hip & Ridge Basic Wind Speed (Vult): Max. 194 mph
Basic Wind Speed Naw), Max. 150 mph
Deck (HVHZ): In accordance with FBC requirements;
Solidly sheathed min, 19/32 in, plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction,
Deck (Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min, 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in, OSB existing construction.
Underiayment: In accordance with FBC requirements,
Min, slope: 2 i 12 and in accordance with FBC requirements.
Installation(HVHZ and Installed with 5-5/8 inch exposure in accordance with RAS
non-HVHZ): 115 (HVHZ only) and manufacturers published installation
instructions. The direction of the exposed end shall be
away from the prevailing wind,
12 ga. 1-1/2" ring
shank nail
Figure 10. Pro-CuM Hip& Ridge
ATI-13002A FL 16305-R4 - page a Of 9
This evaluation report is provided for State of Florida product approval under Rule 6IG20-3, 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
LIMITATIONS
ATLAS ROOFING CORPORATION
Asphalt Shingles
I ) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and In accordance with FBC requirements,
3) The mean roof height shall be restricted to a maximum 33 it in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7) 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 code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 (320-3,
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 59' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer,
jjVj11I1I1#'F"
R p",,rof
OBE
No 74021
cc Z
STATE OF
0 RIle ...... I
irrtrtl
CERTIFICATION OF INDEPENDENCE
2015.06.2
9 12:5 5:48
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,
END OF REPORT
ATI-13002.4 FL 16306-R4 PM 92!29
This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shag notify GREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for wftch 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
Product Approval
useit; Public user
Applfcaticurt List
Search Criteria Rghm-5azo
Code Version 2014 FL# 15216
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside F1VHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
S"Full RaWU RN, - - 1
Ftl#, Typa . ......... Maffiffactiltror YAtkNK*dAY StattiTi
Revision InterWrap, Inc. 3ohn W. Knezevich, PE Approved
Uigm Category; Roofing 954) 772-6224
Subcategory: Undertayments
W.-- vT .— u-- — __ " _- —
The state of Florida is an WEIF0 ernplOy1l, 8QW9W1U1UU=W:: ftwall—,"'Arraz
Under Florida law, email addresses are putfic redends, it you do net want your e-mail address released in response to a public -records request, do not send
ifectroric mall to this entity. Instead, contact the office by phone Or OY traditional mail, If you have any questions, please contact 850.07.1395. -pursuant to
Section 4S5,27S(I), Floroda statutes, effective October 1, 2012, licensees licensed under chapter 455, Fs, must provide the Department with an email address It
they have one. The emalls provided may be used W WTKW communication with that licensee. However email addresses are public record. If you do not wish to
supply a persdruiri address, plea" provide the Departmant with an email address which can W made available to the puoltc, To determine It you are a licensee under
Chapter 455, F.S., please click htLL.
Product Approval Accepts;
WMM
https://www.floridabuilding.org/ r/pr app Ist.aspix1P 7/20/2015
Florida Building Code Online Page I of 2
1
v
BCIS Hoqw Log in Uw, Reg,stration j V4t Topics Subrut Surcharge scats Is Facts PubticAtiOus F8C scare EiCIS Site map Unks search
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Regulation
AWICation Detail
FL tt FL15216-112
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer InterWrap, Inc,
Address/Phone/Email 32923 Mission Way
Mission, NON -US 00000
551) 574-2939
mtupas@interwrap,com
Authorized Signature Eduardo Lozano
elozano@interwrap.com
Technical Representative Eduardo Lozano
Address/Phone/Email 32923 Mission Way
Mission, NON -US 00000
778) 945-2891
elozanoQinterwrap.com
Quality Assurance Representative
Address/Phone/Emall
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
I
Evaluation Report - HardcGpy Received
Florida Engineer or Architect Name who developed Robert Nleminen
the Evaluation Report
Florida License RE-59166
Quality Assurance Entity Intertek Testing Services NA Inc, - ETL/Wernock Hersey
Quality Assurance Contract Expiration Date 11/17/2015
Validated By Sohn W. Knezevich, PE
e, Validation Checklist - Hardropy Received
Certificate of Independence 1_04-Nou 1&df
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1507,2.3
1507.5.3
1507.8.3
1507,9.3
1507.9.5
T1507,8
https://www.floridabuilding.orjzlvrlpr_app_-dtl,aspx?paramwGEVXQwtDqv3yVVKJZ1Q... 7/20/2015
Florida Building Code Online Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Mrx
FL V Model, Number or Name
15216.1 RhinoRoof Underlayments
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant. NIA
Design Pressure. N/A
Other. See ER Section 5 for Limits of Use.
Method 2 option B
04/28/2015
04/29/2015
05/04/2015
06/23/2015
Description
Synthetic roof underlayments
Installation Instructions
29,15-94-FIN& UK
RZ-Q-d-f
Verified By: Robert Nierninen PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
ck Fa
WA§=;;
The State of Florida K an AA/EF0 employer. Borg*
Under Florida law, email addros, are pUbIIC MCOrds, if you do not want your e-mad addine" released in response to a IpWk-records request, 40 not send
electronic mail to this ert", insured, contact the office by phone or by traditional mad. It you have any Questions, Please contact 050,487_1395, lilamwant to
section 455.275(l), Flomm Statutes, effectlye October 1, 2012, licensees licenwil under chapter 455, F.S. must provide the Department with an en,44 Aimtfts If
they have one. The emints provided may tie used for Qfficw comw"icift" w4b if* licensee, Howevvr email 400iMes are public record. If you do not wish to
supply a personal a4dnr55, please iinniide, the Department with an emaq address which can be 0140 avoidable to the publir. To determine Wide am a licensee under
Chapter 455, F,S., please dick "M,
Product Approval Accept$-
w wo SR 0
https://www.floridabuilding.org/pr/pi_app-_Otl.aspx?param=wGEVXQwtDqv3yVVKJZI Q... 7/20/2015
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
TRINITY ERD OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Interwrap, Inc. Evaluation Report 140510.02.12-R2
32923 Mission Way FLI5216-R2
Mission, BC V2V-6E4 Date of Issuance: 02/17/2012
Canada Revision 2:04/27/2015
SCOPE*
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 5"' Edition (2014) Florida Building Code
sections noted herein.
DEscRiFITION: RhInoRoof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this 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 ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INsPEcTioN: 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 3.
Prepared by:
11-
01,
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
OWMIOP" , —
A
The f.01m4e I" -PP"11K W03 fksiftrimd by RObed Nltmiheli,
PEwtO6412712015 This dues not $W" as &ft9*0mrA0^ sWwd
dixsimnt, Sleried, seated haidmPies have b"n trNmeittmd tO the
Product Approval Administrator and to the naawJ diets
CERTIFICATION OF INDEKNOWE
1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, 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 I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINITY ERD
COMPONENT EVALUATION:
1. SCOPE:
Product Category- Roofing
Sub -Category: Underlayment
Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the
intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following
Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
coon FrME1121 S_ndfrd Year
150T23,1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006
1507.8.3,1507.9.3,1507.9,5 on Heating
150713,150753,1507.8,3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005
1507.9.3 Heating, Liquid Water Transmission,
Breaking Strength, Dimensional Stability
REFERENCES:
lafty faamingtigq
ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011
ITS(TST1509) Physical Properties 100539395COO-002 10/27/2011
ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control inspection
Report 11/17/2014 PRODUCT DESCRIPTION: 4.1 RhinoRoof
U20 is
a multilayered polymer woven coated synthetic roof underlayment Intended as an alternate to ASTM D226, Type I or Type
11 felt or D4869 Type 11 felt. RhinoRoof Underlayment is available in 42-Inch wide rolls, and can be produced in various other sizes.
UmITATioNs: 5.1 This is
a
building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on
which 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
Is not for use in the HVHZ. 53 Fire Classification is not
part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency
for fire ratings of this product. 5.4 RhinoRoof Underlayments may
be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If
not listed, a request may be made to the AH) for approval based on this evaluation combined with supporting data for
the prepared roof covering. 5.5 Allowable roof covers
applied atop RhinoRoof Underlayments are follows: TOLE 1: RooF COVER OPTIONS
Underlayment Asphalt Shingles Nail -On
Tile
Foam -
On
Tile Metal I Wood Shakes I & ShinglesSlate or SimulatedSlateRhInoRoof
U20 Yes
No No
Yes Yes No 516 Exposure Limitations: 5.61
RhinoRoof Underlayment shall
not be left exposed for longer than 30-days after Installation. INSTALLATION: 61 RhinoRoof Underlayments shall
be
installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set
forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments
in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type
I or 11 or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be
installed. Exterior Research and Design, U.
C. Evaluation Report K0520-02-1242 Ciertykote of Authorization #9503 FLI5216-
RZ Revision 2: 04/27/2015
Page 2 of 3
TRINI^Ty ERD
63 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application.
6.4 ObLA099—f 9M
6.4.1 EastenfE5:
For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or
those noted in 6.4.2. The use of staples is prohibited.
For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter
plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of
staples is prohibited.
6.4,2 Singic Uyr—r; 892LS> 'I'!I:
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap,
Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions.
For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24
hours up to maximum 30-days, use of every fastening location printed on the surface is required.
When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached
pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs,
remove the cap nail and patch the hole In accordance with Interwrap published instructions.
6.4.3 Pggb!g Laver; ?; Ig < Roof Slope < 4:12:
End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch.
Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width
sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum
half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application.
7. RutiLDIM PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction In order to property evaluate the installation of this product.
8. MANUFACTURING PLANTS:
Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 CIA requirements.
9. QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321
END OF EVALUATION REPORT -
Exterior Research and Design, LLC, Evaluation Report 140510.02.22-R2
Certificate ofAutharization #9503 RISZ1642
Revision 2:04/27/MS
Page 3 of 3
TRINITY
REPORT
Interwrap, Inc.
32923 Mission Way
Mission, BC V2V-6E4
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
ERD OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report 140510.02.12-R2
FLI5216-1112
Date of Issuance: 02/17/2012
Revision 2:04/27/2015
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E, for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 5"' Edition (2014) Florida Building Code
sections noted herein.
RhinoRoof Underlayments
Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
CONTINUED CompuANcE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this 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] ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECriow 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 I through 3.
Prepared by:
The facsunfle s**1 appearing was aftdzed by RobertWitminen, Robert J.M. Nieminen, P. E. KIF ooW/27/2015
Florida Registration No. 59166, Florida DCA ANE1983 document Signed, sealed hadv4pl. he- been tvrorMv4 t. the
Product Appr [ Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, R.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 I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
RIN11y ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the
Intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following
Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS-
5@!ailan erqard YM 1507.
2.3, 1507.53, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1S07.
83,1507.93, 1507.9.5 on Heating 1507.
2.3,150TS3,1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM 04869 2005 1507.
9.3 Heating, Liquid Water Transmission, Breaking
Strength, Dimensional Stability 3.
REFERENCES', 9XIM
E!IaMinfligg RSfSrgl3 2M ITS (
TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (
TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (
TST1509) Physical Properties 100539395COCt-006 03/14/2014 ITS (
QUA1673) Quality Control Inspection Report 11/17/2014 4.
PRODUCT DESCRIPTION: 4.
1 RhInoRoof U20 Is a multilayered polymer woven coated synthetic roof underlayment Intended as an alternate to ASTM D226,
Type I or Type 11 felt or D4869 Type 11 felt. RhinoRoof Underlayment is available In 42-inch wide rolls, and can be produced
in various other sizes. S.
LIMITATIONS: 5.
1 This is a building code evaluation. Neither Trinity[ERD nor Robert Nleminen, P.E. are, In any way, the Designer of Record
for any project on which 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 is not for use in the HVHZ. 5.
3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report
from accredited testing agency for fire ratings of this product. 5,
4 RhinoRoof Underlayments may be used with any prepared roof cover where the product Is specifically referenced within
FBC approval documents. if not listed, a request may be made to the AHJ for approval based on this evaluation combined
with supporting data for the prepared roof covering. 5.
5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TAaa
1: RooF CDvER Oprows Undertayment
Asphalt
Shingles
Nall -
On Tile Foam -On Tue metal Wood
Shakes Shingles
Slate
or Simulated
Slate RhinoRoofU20
Yes No No Yes Yes No 5.
6 Exposure Limitations: 5.
61 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation, 6.
INSTALLATION; 6.
1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject
to the Limitations set forth in Section 5 herein and the specifics noted below. 6.
2 install RhinoRoof Underlayments in compliance with manufacturer's published Installation instructions and the requirements
for ASTM 0226, Type I or 11 or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared
roof covering to be installed. Exterior
Research and Design, I.I.C. Evaluation Report 140510.02.I2-R2 Certificate
Of Authorization #9503 FLIS2164t2 Revision
2: 04/27/201S Page
2 of 3
U
TRINITY ERR
6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application.
MOSA.V&
6.41 F rrigrs:
For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or
those noted in 6.4.2. The use of staples is prohibited.
For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter
plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of
staples is prohibited.
6.4.2 5in& r; R f > 2:
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to interwrap,
inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions.
For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24
hours up to maximum 30-days, use of every fastening location printed on the surface is required.
When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached
pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs,
remove the cap nail and patch the hole in accordance with Interwrap published instructions.
6.4.3 L E; 2-12 < Roof Slooe< 4.
End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum hatf-sheet-width plus 1-inch.
Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width
sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum
half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
MANUFACTURING PLANTS:
Contact the manufacturer or the named CIA entity for information on plants covered under Rule 61G20-3 OA requirements.
QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321
END Of EVALUATION REPORT -
Exterior Research and Design. U.C. Evaluation Report 144Si0.02,12-RZ
CertlfJcore of AwdwkoVon #9503 FL1S216-R2
Revision 2..04/27/201S
Page 3 of 3
or
Florida Building Code Online Page I of 2
BCIS Hon'* Log In I Use, Req;Ktlatiol i tW Tolucs SubtrAt Surcharge I $lots St Facts RaMications FFC Staff 1 BCIS Site flee links Search
Product Approval
USER: Pubfic User
3 skid p V AppikIto tion Patall
FL # FL14239-R3
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer 6MP International Inc.
Address/Phone/Email 4710 2BLh Street N
St. Petersburg, FL 33714
727) 458-0544
berimen984yahoo.corn
Authorized Signature Xianbin Meng
benmengB@yahoo.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Structural Components
Subcategory Anchors
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
41 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E.
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation & Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ted Berman, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
alla"Ed YAK
ASTM D1761-06 2006
ASTM D1761-88 2000
Florida Ucensed Professional Engineer or Architect
https://www.floridabuilding.org/pr/pr—app—dtl.aspx?param=wGEVXQwtDquDEJErtOSCei. 7120/2015
Florida Building Code Online Page 2 of 2 N
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
FL
14239A
Model, Number or Name
Method I Option D
04/23/2015
04/30/2015
05106/2015
06/23/2015
Description
Slotted Steel Tie -Down Clips, I' Steel Tie -Down Clip System (For Use with Mechanical Units
and 2" Models I at Roof or Grade)
Limits of Use Installation Instructions
Approved for use In HVHZ: Yes %J4;V39_ J"k3'__JkL"'PYf'%W!
Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.F. 0046549
Impact Resistant, N/A Created by Independent Third Party: Yes
Design pressure. N/A Evaluation Reports
Other-. This design provides allowable capacities for the
system. The required site -specific design pressure (demand) Created by Independent Third Party: Yes
shall be calculated by others for use with this design.
The State of Flolioa is an AA/EEO eMplOytr.
under Florida taw, email aliduts"s are public Mcofds' jf you cid not wut yme, e-mall address released in response to & poplic-recoilft request, do not send
0ectlorw (030 to MM 0"Utly, IMMAN!, contact tout Office by p",x by Tresilfwal mOO, it you have any QuelitIons, please Contest 450407,11W 'Puirsvillit, to
section 455,27511), fl"a Skiltotti, itffKtivt October 1. 2012, JjWwfullosed ilmier Chapter 455, F,S, must provide Me Dellitit"Ot wall,*" in"O "dress If they
us" afte, The Orna" Provo" may be used Toy offkA, CmhnyAWm with the jW 4 you do no ,m%dy However qmdj addresses lue pubik Wal, , it t wish to supply
a pe'softat adiless, plila)llt provide the Depart"Wot wilt, eu ft"e#p ajaves& which Can he Made available to the public— TO (JeWfulne Ir you are a licensee under Chaolair
455, VS, please click hers_. Product
Approval Adceptin Am *
4 RR 0 https://
www.floridabuilding.org/pr/pr_app—dti.aspx?param=wGEVXQwtDquDEJF,rtOSCei... 7/20/2015
MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS
I—
iCENTER141-_EZ-1 )11
tj
GEOMET$kIC CENTER. OF THE
ME17"ANICAl HID,
ME CHANICAL UNIT MUSi NE
SQUARE OR RECTANGULAR
r MAXI- "
Ty;
Y MOST
STRUCTUPIF DESIGN BY
OTHERS SEE DESP544' SCHEDII-
ES f"Fl, ALLOWABLE
SUBSTRATES MECHANICAL
UNIT 75L8
MIN, WPIGmT, MECHANICAL
UNIT PER
SEPARATE 517
DESIGN S, HIFIULF
FDR MAX-MUP
SURPACE 4 AREA
AND DESIGN STEEL TIE
DOWN CLIPS SEE RETAIL
I!' IS 213 FOR Cl-*
PINFORMATION, ryp. 3'
MAX
A P
tCTP p
yl -MIN
I"'\ TIE -
DOWN ISOMETRIC lsoMSTRTC PAR
CORNER WILL VARY nfk TIE -DOWN
CLIP DIRECTIVE EXAMPLE Tj TjFE-
FNUYFC;U_pFj,SjD rO STHP MAXIMUM ALI 0"m ROOF TOP NS-,ALLATT7.HFJC*fT,H, FOAAIYGVvEN MECHANICAL UNIT
THA- CONFORMS TO THE DilAHSTQS REST A;1-TI0`NS AMC DESIGN CRITERIA LISTED HMEZN SEE SHtf`T, 55 4-5 FOR RESIGN SC,ZDULFS,) MECHANICAL UNIT
CRITERIA. CONSIDER 4,
NrTWFT, THE F0LLOWjIUIGPTTTPlA- VWL=370
MPH, SURE's ART 'TALL %
49' DEEP x 4M' NICE, JID) 1,5 (WISGRT ASVfPJFltt) EY OTHERS) INSTALLEDEACH TO
300DPSTM!, CONCRETE WITH (1)-2- CLIP AT , CORNER OF t,"TT !TO7AI OF j4) ClN`N) PROCEDURE STEP
DETERMINE WHICH
DESIGN SSHEIXAE TABLE TO USE MA)(URNI '-
UUT HEIGHT REETRIC7, TON RESULT TH15
INSTALLATION
15 J711 tlllffl FOR A 1.p= A 70 MAN, THIS OFS:G4 CRITERIA COkRESRCAUT5TQ TABLE
5 T415 UNIT HEIGHT
Of 41E` fS EQUAL TO THE MAXIMUM ALLOWAB,-Z HEIGHT Of 40_ NOTE. THZS PRODUCT
APPROVAL ALLOWS THE UAUT TO M 045rALLED ON TOP Of All A/
C STAND THAT IS A .MAXIMUM 30" TAIL, ZF AN A/C STAND 15 UD, TTLIZE CHECK TO SEETHAT
THE STAND DOES NOT EXCEED 30" IN 14*160T TH:S UN7 MAY
BE INSTALLED AT ROOF NEl-,TS ISSES ,AN OR EQUAL TO 15 Fl, THE ALLOWABi, F ROOF
TOP GHT Of THEE INSTAUATICR ADDITIONALLY 'ITT MAY BE
0TABLE5TAILF0 ON ROUTE TOP KIGM S GRE TER THIS N' HEI7 ANGFTAND E55 THAN
HAD FT, SEE (-) ON TAT 5 FOR THE NUMERICAL T VALUE_ CIE THIS DESIGN EXAMPLE
DESIGNNOTES:THIS PRODUCT HAS =*A
z LWDi
JGNEP IN ACCORDANCE
WITH
ASCE
7-10 AND THE BUILDING CODE FOP, USE WITHIN AND
OUTSIDE THE HIGH VELOCITY HURRICANE 'V " INDICATED in THE ACCOMPANYING DESIGN SCHEDULES. THE DESIGNRIA USED CAA,OAATE 7141 ALLOWASEE 400f-TOP "
EIGAPTS CONSIDERS ASQ,2-=u. s I FOR ROOF TOP NEWTS IN) 04
FT AND SECTION 19,5 " RODf TOP HEIGHTS FT, SErMON 29AL POP INSTALI.ATIOAVS AT
V. "o RETAIM THE tvvwl 7 10 cM`wmt$z6 & THE
HEIGHTS LTS-FED TNTHE DESIGN
SCHEDULES REPRESENT THE ALLOWABLE HEIGHT IF DIE &JIU)INI THIS PRMI)CT
APPROVAL A. POOP EACH UNIT TO BE RYE'IDLED CM4 A MAXIMUM 30TAA t AK ETA. 10 '
CRA11FICATIC14 BY CTIJERS) ON TOP 1.1 -,iE HF7GFT5 LISTED IN THE DtSIGN ' C-E0LXfE GENERAL
NOTES: I THIS PRODIX-T 14A5
BEEN f)
PSICNEE) AND FIAU BE FASR11,11ATED IN ACCOACNkNa WCH THE REQUIREMENTS Of INS FLORIDA SUD.D/
NO I-ODF & ASCE 7-10 THIS FROCIUC-1 tAy w 16, fit Arl-TI le UXJ
IN w
M, BE USEDWITHIN
AND OUTSIDE
THEHIGH
VELV_JY HJRRILANf ZDNE 2 NO 33-li3% INCREASE.N ALLOWABLE
STRESS HAS SEEN USED IN 'HE CESIUM OF THIS SYSTEM. Li 3 0051GN 1BASED ON CAIFNT
FROVTDE' PRODUCT'
AND DIE SOECTS FROM -EST z REPORTS *M019 BY TfSTIW, EVALUATION D Ri_ Mt
A, LFBORAIT INC. NO EIjSS APPROVAL BYTH?S FWlNffR
SHAi I Es PERMITTED, 4 MAXIMUM 5, MINIMUM 0TRIENSICTS, AND MINMJl
WFIGIf-,
CF ",EAcJHAlqC-AL UNT_ ShA, L CONFORM TO SPECIFICATIONS STATED HERFT , ALL MCCtiAN1,1:
A' 5FAC16CAITORSE F 9 CLEAR SPACC 7f,N S F SHALL
BEAS`p MAWA TVRFP RE- "IMENCIATION- z AND ARE 7FA EXPRESS kESPORST ATTY OF THE
CIV47RACTOP 0 OP 5, PAS ITNER5 TO ES sit X
3,' OREATER SAE GRAD E 5 UN _ESS VOTED O`DN7RWl$E ALY, TAPCCNUE REPERA -D TC HEREIN SHALL BEITSZJRDEXSBANR, CAR'soN ST--wE' NSTA LED TO 30Uo PS: MIN CONCR771 SEE ANC40P
SC4fZLJlE FOR ANCHOR RPMEN S, Atl FASTflIFR,; SHALT HAVE AAPAQPADkTE z TO
PREVENT ELE,JRO.YSC, A283 5TSE (GRADE V .7 R P1 33 KEN
OR BETTER 1. ALL STEEL CUPS SHALL aP ASIM n ALLSTEELMEMBERSSMALLBEPROTEC7170AGAINSTAN APPROVE'
Lu COAT MAMR OZR AIRROVEDPROTEC TO MATT`Rl OF BAJNTETON
61 0'RA7 - z REQUIREDfop ALL COASTALINSTALLArIONS, z MINIMUM, 7 ALL CUNCRIFTE
IPLI TP,'Ft) H.ERFIN !FNOTPARTOF7415CERTIFICATIONASAMININItAUCONIUNE7ESHALLBESTRUCWFCCliCRFT-F 4' MIN TH3C* AND
SHALL HAVE RFSS:VE STRENGTH OF 3,300 PSI, UNLESS MISTED OTHERACSF Som,,
OF, CL A -NSULA7F ALL MEMBERS FROP 155iMiLAR 8 lHECoI,,lPA(-T
15
ESAOWSI&,ETO I' ERIALS TD PREVENTAELECTRICALGROUND, WHEN REQUIRED, 10 Be otsiGNED
4 MTALLET) By
C"PoRPS, 11 THE ADEQUACY Of ANY FX;S_"#D S1AUC7UAF TO WMESTANI)
SUPERIMPOSED I)DADI-_ SFWL,3-- VERIFIED BY THE OUS'll DEBTOR PROFESSIONAL AM IS
2 A THIS AS Fl(FSESS,,y FRO-R)CJ 4SVZIN,
Mm;,"r7FN7ATIRNSORAFFIRMA77OPTSAREINTENDEDR, THE SY, 7M DFTA!
LtV HEREINIS' LNERIC AW GOES NOTPROVIDE
INFORMATION FOR h A SlErjR,,t FjFr UrrON DIT ,p STU, CCNErl:o%S THE
CON I S -AIL-V g HEREIN, A I ICEXTPLI LN*jNFFF OR REINJITERF0 ARCHITEK7- "All PRPARE SITE
4!t SPECIFIC 00(i MFNIS FOR OOt IN CONJIUNLUON VT THIS rAx, UMENT 12 WATER -TIGHTNESS OF EXISTING MOST SUBSTRATE SHALL BE IHE FULL RESICNSIB!Lrly Of
THE 116TALLING CONTRACTOR. CONTRACTOR SHALL FITSUPS YATANY REB)VE-0 OR AL --[RED
WATERFER)OFINr ME"RANE IS RESTORED RIVER, FABRICATION AND INSTAUAI ON
OF STROCTURE PROPOSED HEREIN. THIS ENGINEER, SHALL NOT BE R BE '_ EPONSiISUE
FOR ANY WA5FRIFOOFIUC, 0 'A FAKAf-Yl IS Sl;E5 WHICH
PAY OCCURAs WA7RF,TIGH7NESS SHALL RE 'HE Fit_. IBILTT OF THE 143TALLING CON FACTOR, 13. FOR
AN EXPLANATIOU OF EXIOSURE CATEGORIES TKAT ACCOMPANY TIE Vxfit WINO
SPFEGs,TSEj)
IN THIS APPROVAL, SEE SF--rON 26 7 3 Of ASGS 7-;
0, 15-2378
la
6
tN
jd
I' CLIPS
CONNECTION TYPE ClIlATEACH1. TOTAL Of L4) $IFP UNJ
Z' CLIPS 3' MAX
TYR,
31 MAXTYR
L zl_
3'MAXTyp.
ZE, PAY, ANCHOR
SCHEDULE: 1"
CLIPS SUBSTRATE
CONNECTION
TYPE Cl IlATEACH1. TOTAL Of L4) $IFP UNJ Z'
CLIPS 3' MAX TYR,
31
MAX TYRL
zl_ 3'
MAX Typ. ZE,
PAY, ANCHOR SCHEDULE:
1" CLIPS
SUBSTRATE DESCRIPTION
51 16'
0 1 AROC^STEEL TW 9WtVkX
TAPCON, ZY' THU
F.ABED TO 4 TWCX
MIN CONCRIETF" 3s" M:" WO AM
MIN, f DISTANCE, 3-/,' MIN, PAfSMC -10
ART AIJACTNT AN(
MOR 14, ADI
I ALCMI" 11,
5",- H -EFT- M ;X TH;
ci<' BOSI -
6 PJ-, C"FS MIN PAST' AW"IM THREAD
SIEF1 SAE E;
RROt 5 0, 125' Mtn.
SHFFT META- SCREW TO THICX, 33 FSJ
STEEL, P9011DE (Si MIN STEEL) 111Cx'
ES MIN, 'AS THREAD KANE CONNECTION
EE CTION
TYPEC2AT EACH CORNERFORAT07ALOf (Pjj S2Jh-- z z 12 z
r
MAXTyp,
C;.€
ps rMAX Aj T'p 3'
MAX P Typ-
SUBSTRATE J
16-
0
CARBON
S'MIPr I Ai1R OEX T"'
y" Fou, EMBED To
4' 1}11CK MIN,
cowmf aw MIN, 33W PSI mll.) = F
rASTAWfl 3 1'- "Ift SPAr$K TO AW
AWACENT ANCHOR Al 0-
A, I
EWS TO wFi INUM lz MEnM.N. A, THREAD
PLANEVEE, -
2)-
114 SAE
GRADE 5 0 125MIN, IMEEI METAL
SCREWS TO lHi<A ' 14 KS; STEet,
FROVtDf (5) H). SfEa) PITCHES "IN PAST
TH READ MANE EVILEDMEW AND
ZDGf DISTANCE FXCLVDES
PNTr"FS, 1; 4FlUCMH-E t"RjRF pT,%jmM F.
DGf DISTANCE AS ND fl ANCHOR 501ZOIKS SEE DFTAR -S QN, SHEET
3 F(iF ANCHORS AT -,ACHING 10 Mt0WiICA4 UNU UNJ7, WIDTH 11 MAX —N—
4_ 5'
Max CLIPOfFSE
y. CUP
FAIR SPACG
4 CUP OFFSET UNIT PER SPAC'NG 5t
ARA-f
rFR7;F]CATJON T1,17F
i4) EA SIDE
OF UNIT F OR A
TOTAL OF 8) PER UNIT CONNECTION TYPE
C3 CONNECTION TYPE
C4 \ ALTERNATE (8) CLIP DETAIL MM FOR AMTAL CPF L4),
fja,!NVT C4 " I \"N -"s PLAN VIE*
i
orsVIIELIZE (23 AT W#4
CORIIER FDA ATOTAL C#- A7,111. 117 Q LUN":'-" "' 'T"r VnJZf (
1) AT EACH COO,
THIS DUAL, MAY BE USED
AAN ALTE;04A TE GEOVVIRK, PATrFRf4 FOR ALI =:f);w4FIT 10,
4 TYPES TMRT VFILaZE (2's CLIPS AT EACH WKNER, FOR A -
OIAL OF ($) C.-IP'S PER iJNTT u z z z 0
z
t;
z
VF
I-
z CL
co
15-2378 0
FQ;Z ANY CUP
LONr 'ER 7'IV4 ;0'
LITIL77F SAE -i"AAOE5SHEETGr
METAL SCREWS, TYP
0,06A, THICK-,
ASTM A7,31
STEEL. TYE
u
1) SAE GRADE 5
SHEET METAL SCREWS
IPS OF TO S. FOR C'
LONG. UTILIZE (5)-*12
SHEET METAL SCREWS
FOR a IT'S LONGER
THAN 5", YYP, '
Mo;
HB WAE, WrOl
ANCHOR Fkr-W
Vv k- C_jP ANCHOR
SCHEDULE TYP,
ffTHER
DIMENSIONS
037 -
slwlAE)
1" CLIP ISOMETRIC DETAIL
74 T'S,
0J 7 2' OR 0
1 11" T, ICK Asrm
A283 \jl STEEL,
TYF, 5 ro I3)-Al, SAE GRADE 5 SHEET
METAL SCREWS FOP '
I N1, 4' -ONG, JIIL.
Zf T4t 12 SHEET MEITAL 5CREWS
FOP, LonGER 'I"
AN T, C, YFI, HOLES, %7
TO
BE UsEll FOR
ANCHORS, TYF. v,
FACTORY -MILLEDY'
O HOLE5, OR A FROM
2' CLIP
A,")R SCHZDJ:E, TYP
2 2" CLIP
ISOMETRIC DETAIL A,, 3 M-
CTiAM CAL
UNIT Uf OTHERS, 4L4MINJM OUSING U14ITS SHAG
I BE 1,053-T6 MIN. A_k)MINVM
SHEET WISH fty-30 KSI, MIN, OlMKNESS, STEEL
UNITS 3)-3 12 SAE GRADE 5 SHEET SHALL BE A
RES 3 r, =331(51 IN —METAL SCREWS FOR, LOVE VP TO STEEL, GRADE 33,
22GA MIN, 029F") 5-t74G UTlMZF(5)-tl?S-V_lT IETAI_ SCREWS *CLIPS
CN,DER T,
AN lPROV30f(5) ITCHIS IN, PAST -HRFAC P-
ANE 0,063_ THICK FOR EACH
Ems, _11P A281 STEEL IZJP, TYP, ANCHOR
PER BASE 2 ANCHOR
t ELT —
BE ILL SCHEDULECrcu" N SPACE FEE
PIT TTED, TYP SUBSRATEPER
AN' VARIF5) 1" TIE -
DOWN CLIP
3-\
ANCHOR
DETAIL D7AI_ CLIP IS
DESIGNED FOR FJLL
NTA(
7r WITH THE BASE OF
EACH 4ZC OANICAL UNIT, TYP, MFCHAN;CAL_
UNI - 3Y 07 HERS
ALuMPI'Wl Ho TS EHA A HE fl-
61-76 WN SI' V A0jvilvllMS`fCCT WITH PEI. 0 12i,
MI4, I "VXNfSSSTFE I HOUSING UNITS 3Al2
SAE GRADQ5 SHEE FHALL BE A5 ;M A METALD IRIJP5 - STEEL, GBADE33,22CAML4
LONG v-1LIZE -A?SHEET
METAL SCREWS FOR
CUPS I LONER
TnAN 4', ;'R'VIDE i5)
PiTCHES M 1'4.
TA_ r THFFAO PLANE 0,w2' OR 9,
113' FOR FACHW-S, T(P, EcP ASTM
A2E3 STEEL 0 - IF, BASE (If S J' I E_}
H`u - OR
loRs K 11,
01-11 WiTt, BASS j 3XI PEI, ANCHOR
OF C'
11p, Nc SPACE PER":TED, T S,-STRA'
1 -1
ANCHOR SCHETAXE jVARIES) 2" TIE -
DOWN CLIP ANCHOR
DETAIL ITTAIL ED' FULL
LONTIAX '
WITH
THE
EASE O^ EACH, MCZHMLCANIT, —
P m7ffirm
W.
M.; 0
15-2378
TABLE 1: Vult=175 MPH, EXPOSURE C
I;OR USE WITN A RISK CATPGOAV IS STRUCVURE INTIAHIGH VELOCITY 4CFRlf AN ZCYNI£*)
ALLOWAKE $<IOF-30-HEIG4'
TIE OlAiN CONF}17L7RATION
UNA
SURIACEARFA OF UNJ u v
Cl fa C3 A
JjMTT 5 tAR EST AFJGAD W;[)F T
EArE
Is, fi4 24'VAX 12-MIN N/A AT GRAM AT GRAM H 2' X) F-
9 FT j 31- MO IS"MIN NjA AT GRAM AT ORATIE HS 60 FT
4 FTl AT GRADE 4s2$QFT H < ;Q FT H 2M FT
A TV AT GRADE H l 40 FT AT GRADE 45 2M FT
R FT' AS" 24" VIN ii)A AT GRADE AT GRADE S VES V
12 W ATGRAIX AT GRADE H _ 40 1 T
if FT' K/A AT GRACE N/A ATGRADE
N/A AT GlkAM NIA AT GPAvi
Z5 F, UA AT GRAM NjA AT GRW
6 11 MAY
Ro FTI
AS, TAIN
N/A WA IN/A AT SERAD.
35 W N/A N/A WA AT GRADE
TAKE 6 PERMIES, ftt 10 43E USEDVVJ lllaR-HE HIHZ VVII)CH CONTAINS IRIWARD AND
NNAMi DADE COUNTIES 04 T`KWITH AU THI)Rrr' , HAVING JVFIS F$47ONJOR 4E APPUCAR90Y
OF TEITS TABLE WITHIN rERTAIN FLORIDA COUNTIES
TABLE 3 : Vult=170 MPH, EXPOSURE C
iF=OR USE WITH A RISK CATECORI I STRUCTURE-)
SURFACE AREA OF UNJI umil
CI L4
o"IF'S LARCES- ri Er'H'. wD7H,
FACE
6 FV 24^,MAX 12'VIN N/A H 5 2VC FT
3 R AIDE
ED E7 ti , 160 F-
HSdikl""T
9 FT, 3 2' MAX 15" WIN
15FT
AT GRA-1 H 2L N IT
60 FH:E 5 MID I-
4 TV
AT GRADE H < 2L{C, FT H 5 ZAD,7 T3, F
FT , H 52w F I
6 FT' AT GRADE H S 2'llF7
4FT7 43' MAX 24' IAN TVA Ij . 200 FT
ISRADE
bA fTAT s Ii S soET
if f, 2m AT
32 ;v
A GRADE
NIA H 1 Am FT
lSGFT<11 ZISkri
16 FT' WA AT GRADE N/'t H s ZOO F1
20 F- GS AT NRAD; MIA ki - 20") FT
26 F- NIA N/A N/A
w , 7 H 5 2,Y) F_
60' MAX 48' VP,
3c F-I NIA 1114 SltA AT GRADE
60 FTII4118DFT
36 FT' NIA TA/A NJA AT GRAIX
AS AN FXASAPIF, THIS 7APAF IS PFAM155151LE 0 5E USED VAT41N PALM REACH COUNTY ':HtCKWT'tll OCA;
AUTAOR 7Y 4AVINC JJRlSDtC7i3N KA THE AFFLIlA$AJrY0F T; TARLt W ;HNCERTA14 ELU"0A COUNT36 TABLE
2 : Vult=175 MPH, EXPOSURE D rif-
DOWN I.0WIWRAT*,N TYPE MAMEAW,
SURFACE
AREA OF UNTS
UNIT
I'm L
2 fAGE
6
r' 2.1' MAX 12, MOA T41A AT GRADE AT GRADE WS 2W f' 9
FT' 32- WAX is, MIN NJA AT (aRADE N!A 4 N ROAT 4
FT' AT 5RAIA H A NO FT AT CiRAK H52WFT 6
1 " 14/A H A 15 FT AT GRADE HS=FT 9
FT' 48' NIAX 24' MIN M/A AT GRADS AT GRADE H S 80 FT 2
FT' WA AT 69ADE e NA AT GRADE NIA
ATORAM MIA AT MEADE 411A
AT GRAL)i y MIA AT GAADF ZS
F- N/A N/A UIA AT GAADE TO
F12 VAX
4 3 '0W4 XkJA
NIA NIA AT GRA0.1 E6
FT VA XC`A NSA AT GRADE TTJTS
TAM tS ''FMI SSIRI F T n AT tflf D A`17?11N TE FVVE-Z WH, KH 00% TAINS alloWART) AND MIAMLI)ACIF
Cl_lk7N TIES CH" ECY 'N' TH L-,'X-A- AUT HORd I Y HAVd74G JURISUICT/ON FOR. THE APPOGNRIV 077H, rAlRtt
WITH)F, ZZRTAfN FLOMOA CjUNT)ES TABLE 4 .
Vult=170 MPH, EXPOSURE D RISK CATEGORI
4 57RO, 71-AF-; TIRE MAXIMUM
5"
jR '
Alf ARIA IF I,, % I_ CUT C2 C3
CA t'N,
T'S LARGEST HVcwl AllI)TH FACE I
1
21' NIAX 12" MM Tj/A H ?jK) PT AT GRADE
H 5
2(101 -,T FT, 1
5 AT) FT 2' MAX
15 VV, N POP.. A7 GRADE
S 2CO
IT i 20.
T 4 FV f
T 2z* e) F H
1 01 1 NIA HS 2CO
6C T, AFT'
48 MAX
74'&Ifl NuA m AT GRAJA H
s
2,clll FT 6a FT X N
F'Zw FT 12 FT' H 2,
S, FT FT , H Y 12OPT
4 ) F, 16 FV
TINA 60
IT H5 200
FT 20 FT' I A
AS CtACI t4!A H 1 AD FT
56 F, FT NIA
NSA C, -is
A' MAX
4.3,
m1N 41 TRADE 30 Ft
N;A
NIA 60 FT G, s
lfKi FT 35 N/A N,
TA tq"A AT GRADE AS AN EWAPIE, TAME
15 PERM 5,11SLE TO HE PALM HAkH COIJN-, CHIErl WlIl LIL'A' AUTHOR' Ty HAVING XL7A
78F APPLCARWTY OF THTS CABLE IN TKN CERTAIN i10A*A C' DUNT LE5 15-237841
I
TABLE 5 Vult=i44 MPH,: EXPOSURE 8 TABLE b ;Volt=14{#-MPH, EXPOSURE G
CW USE WfTH A WEX CATEGORY It STRUCTURE-) f-0R USf WITH A RISK CA7EWAY 8 STAM'F URE-)
A#.i'J'Afli-E RS2i1F f#£#CiN`I"#Y'e AiGOWA9t£RGOF-T'HEiGNT{Hi
C-0OWN COUPWP.ATkoN TYPE T#E-DOWN CONFIGURATIO14 TYPE
MAXVUM w
rt
MAMMUM
SURFACE AREA OF UNIT UNIT SURFACE AREA Of UNIT UNIT
UNtT'S URGEST HEIGHT W;fTF9
c1 C2 c3 C4
U#t^S LARGEST HEK.HT WiDTN
C1 a C3
fACE j FACE+,
b #T°
NS
24 MAT 12" M#N
F15
FT ? H
iT N
5 200 FT H 3 200 FT H 5 200 FT b Fr34' MAX ;2' MIA AT GRADE N S 200 FT H S 200 FT 5120
H
5 15 4 F¢
9
FT' 32 MAX 25" M#N AT GRADE H S 200 FT H 5 200 FT H 1200 FT 9 F7 32" MAX 15, M.N NIA H 5 200 fT a
H52S90 FT 60 Fl2HS
200 FT k a ,...
m.
4 i2 4FT' HS200F7
H5200FT HS200FT HS200FT 4 F'l NS200 FT HS200 FT HS 200 FT H5200 F7 q t9
N MS200
6FT,
HS40FTN5200FT
HA200 F7 45200 FT 6F7' AT GRADE
HS 200
FT H5200 TT FS wV4. 9FA 60FT<
H1200
49'MAT
24'M#N AT GRADE
HS200 FT
HS200 FT HS2D0 FT 9fT' 48"MAX 24"MIN 5ift<HS18071
AT {ASADE
H5200 f7 H 5
40 FT HisZWFT 3
o^^
i
6D
FT<HS80 FT 60 FT<H52iXl FT 12 FT,
AT GRADE H 5 200 FT H S
40 FT H S
200 FT 12 FT' NIA H 5 200 FT AT GRADE
H S
200 FT t 60
TT <
H5200 FT` 60 Ff<H 1140 FT 16FT' N/
A H5200FT HKI HS200FT,
16fr
WA60 ATC.EADE NS200FT60 FT<
HSIQD FT FT<isFT FT z. 20 F7
NIA H S 200 FT H 515
f3 C4?FT<
H FTC H 5 200 FT : 20 FT' N1A H530 FT 60FT<HS200FT
AT (,xRA{*
l N 5 200 FT z 2S *T'
N/A HS40 FT 1180 AT GRADE H5200
FT
2S FT' NIA A7 GRADE AT GR ADE H20O
F7 W MAX 48" MRI bD
FT<H5200 FT FT
60 FT<H
A30
FT W MAX : 4r M84 60
FT<H5140FT 30 FT°
N/A HA
15 AT GRADE 60 FT<HS
160 F7
N 5 200 FT 30
F7' N/A AT GRACE WA N S 200 FT z '^ GRADE H 30 FT
o
36 Fr WA AT
60
FT<H S$0
Ff 60 GRADE N S 200i7
36 FT' WA A" GRADE WA 5%'FTaH5200 5 60 FT
Ti 1"
VbCyt
n TABLE
BLE 7 :
Vuit=140
MPH, EXPOSURE C1 o FOR USE WITH A RUSK
CATEGORY 0 STRUCTURE-) A o. O ALLOWAB:E ROC3F-TOP
HE1GH1 )
H) Fz 7IE-DOWN CONFIGURATION TYPE t
MAXIMUM SURFACE AREA OF
UN7T
2
Vf"'S LARGEST NE*J
7 ) WATH Cl C2 C3 Cd c
FACE 6 FT' 24" MAX
12'
M94 NIA H 3 200 fT H 5 300FT 60 FT<
HFI H S
00 z"i dI 9 W 32" MAX 15"
M#
N NIA H 5 200 FT AT ADE H S 200 fT
A H440 FT<H$ FT < FR5 140
FT gy
4
i3' AFT 200 FT
H520OFTHS2fTI
FT N5200R 6FV AT GRACE 60 FT < H
100 F7 H5200
FT H520OFT H5200V z S
9 FT' 48"MAX
24"
M1N
N/A H52Q0 FT Cya HSISFT FT<H5200 iT H42
fT
12
FT' N/A
H $-00
FT AT GRADE W
FT< H5200 FT...60F3<H580FT;
H 5 ZOO FT 2 SET=' N/A AT GRADE
r6(
Y FT<N 52W $*' NIAH520OFTxPE. 15-2'
378 20
FT'
NIA
So fA7GGRS ZDE
FT AT GRADE
H5200 F': AT GRADE 25 FT' NIA NIA
60fT<H<
80 7 H 5
200 FY H 30
fT 60" MAX : 48`
M#N N/
A NIA D3jA N 5
A+D €"T av
AS AN FEE, TH€SE TAKES
ARE RERM OtE TO 8E USED W#TN9N BREVARD COUNTY, CHECK WIN LOCAL AUTHONiTYHAVRlCi
h3Ri5DK.TtON F N1A 60 FT < H S
2£K7
FT AT GRADE FOR '. THE Ai'iTtlC,
ABItITY TN#
S IAHtE t'ifTNRV cERxRw f:gODA COUNTIES, 36 f' N/A N)A. 6y FT < H S 2^.Q FT
4
ENGINEERING EXPRE55
PRODUCT EVALUATIoN REPORT
E:N[31NE:E:RIN[3 EXPRIE1360 EXPERT
PRODUCT EVALUATION REPORT
April 14, 2015
Application Number: FL #14239. 1 -R3
FLB Project Number: 15-2378
Product Manufacturer: BMP International
Manufacturer Address: 4710 28th Street North
St. Petersburg, FL 33714
Product Name: Slotted Steel Tie -Down Clips, 1" and 2" Models
Product Description: Steel Tie -Down Clip System (For Use with Mechanical Units at Roof or Grade)
Scope of Evaluation:
This Product Evaluation Report is being issued in accordance with the requirements of the Florida
Department of Community Affairs (Florida Building Commission) Rule Chapter 61 G20-3.005, F.A.C,, for
statewide acceptance per Method I (d). The product noted above has been tested and/or evaluated as
summarized herein to show compliance with the Florida Building Code Fifth Edition (2014) and is, for the
purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be
required following pertinent Florida Building Code modifications or revisions.
Substantiating Data:
0 PRODUCT EVALUATION DOCULAgNIS
FLB drawing #15-2378 fitled "Mechanical Unit Steel Tie -Down Clip: At -Grade and Roof -Top Mounted
Applications", sheets 1-5, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E,
is an integral part of this Evaluation Report,
0 TE§T REPORTS
Ultimate test loading structural performance has been tested in accordance withASTMO, 761-88 test
standards per test report(s) #TEL 01970387A a d #T L 019703878 by Testi PAWM ratories,
Inc.
STRUCTURAL gNQIL4gQ31NG CALCULATQN§ Raised Engineer's Seal VWid for
Structural engineering calculations have been prepared which
Pa0es
I #k A f 1, 14 nrmfi%,e and /orrationalevauatee. pro u, ase on
analysis to qualify the following design criteria:
I Minimum Allowable Unit Width
2
3
Maximum Allowable Unit Height
Minimum Unit Weight
N,
Frank 5
4. Maximum Allowable Unit Surface Area
PE00,4Z
5. Clip Configuration and Anchor Spacing
Anchor Capacity for Various Substrates
7. Maximum allowable roof -top heights for various installation wind speeds
No 33% increase in allowable stress has been used in the design of this product.
160 SW 12 T " AVENUE # 106 DEERFIELD BEACH, FL 33442
PHONE: 954-354-0660 FAX: 954-354-0443
WWW.ENGFXP.COM
r
4/14/2015
BMpluteroudono — Steel Tic Down Clips 9uoe 2of2
Impact Resistance:
Not applicable to this product,
Wind Load Resistance
This product has been designed hrresist wind loads aoindicated in the design achedule(s)onthe Product Evaluation Document (i,
e. engineering drawing), Installation The product
listed
above shall be installed in strict compliance with the Product Evaluation Document (i.e engineering drawing), along
with all components noted therein, The product components
shall be of the material specified in the Product Evaluation Document (i,e. engineering drawing). Limitations &
Conditions of
Use: Use of this
product shall be in strict accordance with the Product Evaluation Document (i.e. engineering drawing) as noted
herein. All supporting host
structures shall be designed to resist all superimposed loads and shall be of a material listed in this
product's respective anchor schedule. Host structure conditions which are not accounted for in this product'
s respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All
components which
are permanently installed shall be protected against corrosion, contamination, and other such damage
at all times. This product has
been designed for use within and outside of the High Velocity Hurricane Zone (HVHZ), 160 SW 12111
Avpwoe #106 Drennuo8sAcx, FL33442 poows: 954-354-
0660 pxx: 954-354-0443 www.smssxp.com
Florida Building Code Online,^t Page 1 of 3
CY
iitq SCIS Nome ( Log In I User Registration i Hot Topics Submit Surcharge ; Stats & Facts I Publications FBC Staff i BCIS Site Map Links Search
Bus ryes ,
o ssi ' Product ApprovalQOUSER: F I j Public User
Regulation
AOohcat&a List > Application Detail
FL # FL2197-R5
Application Type Revision
Code Version 2014
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer MiTek Industries, Inc.
Address/Phone/Email 14515 North Outer Fourty Drive
Suite 300
Chesterfield, MO 63017-5746
314) 851-7480 Ext 7480
dwert@mii.com
Authorized Signature David Wert
davld, c.wert0mii.com
Technical Representative David Wert
Address/Phone/Email 14515 North Outer Fourty Drive
Suite 300
Chesterfield, MO 630175746
314) 851-7480
dwert0mii.com
Quality Assurance Representative David Wert
Address/Phone/Email 14515 North Outer Forty
Suite 300
Chesterfield, MO 63017
314) 851-7480
dwert@mii.com
Category Structural Components
Subcategory Truss Plates
Compliance Method Evaluation Report from a Product Evaluation Entity
Evaluation Entity ICC Evaluation Service, LLC
Quality Assurance Entity Quality Auditing -Institute Ltd.
Quality Assurance Contract Expiration Date 12/31/2015
Validated By ICC Evaluation Service, LLC.
Certificate of Independence F' f _ f
Referenced Standard and Year (of Standard) AM954W You
ANSI/TPI 1 2007
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/prlpr_apt)_dtl.aspx?param=wGEVXQwtDgvrTExD/D2bbkf... 7/20/201 S
Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option C
Date Submitted 06/11/2015
Date Validated 06/30/2015
Date Pending FBC Approval
Date Approved 07/05/2015
FL # Model, Number or Name Description
2197.1 M18SHS 18 ga• super high strength truss connector plate
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Can use HVHZ per [CC -ES ESR-1988 Supplemental
for the Florida Building Code
Installation Instructions
L?.£
Verified By: ICC Evaluation Service, LLC
Created by Independent Third Party:
Evaluation Reports
2197.2 MII 16 16 ga. truss connector plate
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes ELW.7 f35.... ,.....G
Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
Other: Can use HVHZ per ICC-ES ESR-1311 Supplemental I. f
for the Florida Building Code
2197.3 MT18HS 18 ga. high strength truss connector plate
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes Verified By: [CC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental aRof
for the Florida Building Code
2197.4 MT20 20 ga. truss connector plate
Limits of Use Installation Instructions
Approved for use in HVHZ; Yes F 7 i 5[II2Qf
Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant; N/A Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental
for the Florida Building Code
2197.5 MT20HS 20 ga. high strength truss connector plate
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes_ R,Iiti 13( QYLii f
Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
Other: Can use HVHZ per ICC-ES ESR-1311 Supplemental
for the Florida Building Code.
Q t ::
The State of Florida Is an ANEED employer, :: RftLY.A0 aS:tdtiztt= :: :: l3 Ad Statement
Under Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not send
electronic 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 to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emails provided may be used for official Communication with the licensee. However email addresses are public record, If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S, please click DIM.
Product Approval Accepts:
MR W ='Aee
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvrTEx°/o2bbkf .. 7/20/201 S
Florida Building Code Online Page 3 of 3
5--cmull
I Cmdl
https://www.floridabuilding.org/Pr/pr_appjtl.aspx?param=wGEVXQwtDqvrTEx°/o2bbkf.. 7/20/2015
Excerpt from ICC-ES ESR-1311, Revised November 2011
INSTALLATION
All truss plates are pressed into the wood for the full depth of their teeth by
hydraulic -platen embedment presses, multiple roller presses that use partial
embedment followed by full -embedment rollers, or combinations of partial
embedment roller presses and hydraulic -platen presses that feed trusses into a
stationary finish roller press. Trusses must be assembled within the tolerances
specified in ANSUTPI 1, Chapter 3, Quality Criteria for the Manufacture of Metal -
Plate -Connected Wood Trusses.
Excerpt from /CC -ES ESR-1311, Revised November 2011
INSTALLATION
All truss plates are pressed into the wood for the full depth of their teeth by
hydraulic -platen embedment presses, multiple roller presses that use partial
embedment followed by full -embedment rollers, or combinations of partial
embedment roller presses and hydraulic -platen presses that feed trusses into a
stationary finish roller press. Trusses must be assembled within the tolerances
specified in ANSI/TPI 1, Chapter 3, Quality Criteria for the Manufacture of Metal -
Plate -Connected Wood Trusses.
DIVISION: 06 00 00--WOOD, PLASTICS AND COMPOSITES
SECTION: 0617 53—SHOP-FABRICATED WOOD TRUSSES
REPORT HOLDER:
MITEK INDUSTRIES, INC.
14515 NORTH OUTER FORTY, SUITE 300
CHESTERFIELD, MISSOURI 63017
EVALUATION SUBJECT:
MITEKO TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MII 20, M-20 HS,
MII 20 HS AND MT20HSTM
left [cc [cc
PMG LISTED
Look for the trusted marks of Conformity!
2014 Recipient of Prestigious Western States Seismic Policy Council 11112=1
WSSPQ Award in Excellence" A Subsidiary of WWW
ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not
k
specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a
recommendation for its use. 'There is no warranty by ICC Evaluation Service, LLC express or implied, as
to any finding or other matter in this report, or as to any product cowered by the report. 4M r
Copyright V 2015
ES Evaluation
COMPOSITES
REPORT HOLDER:
MITEK INDUSTRIES, INC.
14616 NORTH OUTER FORTY, SUITE 300
EVALUATION SUBJECT:
1.0 EVALUATION SCOPE
Compliance with the following codes:
IS202,200S200IntemationalBuilding Code (|13C) 2012.
20092O0OInternational Residential Code <|RC) 2O13Abu Dhabi hnhematiome(
8u g Code(\0gC)' tTxvAo/au."based onthe
aoonmc.uoouIBC code sections referenced mthis report are the same sections mthe
Aomu, Property evaluated: Structural 2.0 USES wee metal truss
connector plates
are
used as joint
connector components of light wood frame trusses. 3.0
DESCRIPTION Model M-16 and Model Mll
16 metal truss
connector plates are manufactured from minimum No, 16 gage [0,0575
inch total thickness (1,46 mm)], ASTM A653 SS, Grade
40 steel, with a G60 galvanization coating (0.0005 inch
thickness on each side (0.013 mm)] and having
a base - metal thickness of 0.0565 inch (1.44 mm),
Slots 0,54 inch 13.7 mm) in length are punched along the
perpendicular axis of the plates, The metal displaced by the
slot is lanced and formed into two opposing teeth, protruding at dght
angles from the flat plate. Each tooth is diagonally
out, thereby forming a sharp point. The teeth are additionally
shaped into a twisted concave form, facing the slot
cutout area, Teeth are 0,16 inch (4.1 mm)
wide and 0.37 inch 9.4 mm) long, and there are 4.8
teeth per square inch 0,0074 teeth per square millimeter) of plate area.
Plates Reissued June 2Oy5 This report issubject brenewal June 2017
are available in
1-inch (254 mm) width increments, up to
12 inches (3O5mm). and lengthwise in 11/~inch(317mm) multiples. See
Figure 1nfthis report for details. 3.2 QVOeO M'
2¢mmd MU20: Model M-2Oand Model
M|\2Ometal truss connector plates are manufactured
from minimum No. 2Dgage 1O.O35Ginch total thickness (0.9
mm)], A8TK0 A653 Q8, Grade 40 utee|, with o
G60 galvanization oomUnQ [0.0005 inch thickness on each
side <0,013 mm)] and having * base -metal thickness ofO.
U34dinch (O.88mm).The plates have repeating 1-inch-
square (25 mm) modules of teeth stamped out and formed
at right angles to the h*oe of the parent
metal. Each module has four slots, 0.45 inch 11.4mm)
long and O125inch (32mm) wide, fabricated by punching two teeth out of
each slot and resulting in each module having eight teeth. The
transverse centerlines of adjacent slots are staggered 0.15 inch 3.
8 mm) in e longitudinal direction. Longitudinal
centerlines of slots are spaced 025 inch (8.4
mm). Each slot has u0.33'inch'|ung(
8.4mm) tooth ateach end, Each tooth ioformed with asymmetrical V-
shaped cross section at its bawe, and twists approximately 22 gegvmam to its point.
See Figure 1ofthis report for details. 3'3 u8iTwhwH8-20HS'
8NUY2%HS.and MT20HS'w` Models KA-2OHS.Mil 2OHQ.
and KAT3OHOnwmetal truss connector plates are manufactured from
minimum No. 20 gage [0.0350inch total thickness (0-
9 mm)], AGTK8A653 Grade 80. high -strength, low -alloy
steel with improved formability (HSLAS'F), with w
E00 galvanization coating 0.0805 inch thickness on each
side (0.018 mm)] and having u | thickness ofO.
O34$ inch <0.88 mm). Repeating 3/4-
inuh-hy-1-inch (1Bmmby25.4mm) modules of teeth are stamped
out and hmnned at right angles to the face
ufthe parent metal. Each module has three slots, 0.45 inch (
11.4 mm) long and 0.125 inch (3.2 mm)
wide, fabricated bypunching two teeth out ofeach slot area, and nsou|
Vng in each module having six teeth. Each module is separated bya0'35-inch+wide(
6.4mm) strip ofun ohed steel, The tn*oowome centerlines of
adjacent slots are staggered O.15inch <3,8mm) inthe longitudinal direction.
Longitudinal uen*md|neo of slots are upmoad 0.25 inch
6.4mm) Each slot has a 0.33-inuh-|
nng (8.4 mm)tooth at each end. Each tooth is
additionally shaped, twisting an approximate 22degrees toits point, See Figure 1ufthis
report for details. 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are
pressed into the wood for the full depth CC -
ES Evaluation Reports are not to be construed as
representing aesthetics or
any other attributes not spectfically
addressed. nor are
they to be construed as an endorsement ofthe subject ofthe report or
a recommendationfor its use, 7here is no warranty by ICC Evaluation Service, LLC, express or implied. as so anyfinding or other matter in (his report,
or as to any product covered by the report.
of
mulfiple roller presses that use partial embedment followed
by full -embedment rollers, or combinations of partial
embedment roller presses and hydraulic -platen presses
that feed trusses into a stationary finish roller press. 5.4
Trusses must be assembled within the tolerances specified
in ANSI/TPI 1, Chapter 3, Quality Criteria for the
Manufacture of Metal -Plate -Connected Wood Trusses.
4.2 Allowable Design Values:
Allowable design values for MiTeemota| truss connector
plates to be used in the design of metal plate connected
wood roof and floor trusses are shown knTables 1and 2pf this report.
Allowable design values are applicable when the connection
is made with identical plates on opposite e|dmu
of the joint, This evaluation report is limited to the evaluation ufconnection
utymthexoi/eu-metal truss connector plates listed
in this report. The design, manufsotum, and installation
of trusses employing the truss plates have
not been evaluated. Allowable values shown
in Table 1 have not been adjusted for metal
connector pimhwa embedded in fire - retardant -treated or
preservative -treated lumber. Proper adjustments must be
made in accordance with the requirements indicated in
u current |CC -ES evaluation report issued to
the chemical treatment manufacturer. If the evaluation report
does not contain information on the adjustments, chemical contacted
for this information,
Compliance with Section 2304.9.5 of the IBC and
Section R317.3ofthe \RC(Section RV18.3of the 20O8|RC}ioalso
required, 6.0 CONDITIONS OF USE
The KAiTeko Industries metal \mum
connector plates dwoohbad in this report comply
with, or are suitable alternatives to what is specified
in, those codes listed in Section 1.0 of this
report, subject to the following 6.1 This evaluation report
and the manufacturer's published installation inmtructmnm, when required
by the code offidm|, must he
submitted at the time of permit application. In the event
of conflict between the manufacturer's published installation
instructions and this document, the instructions
in this document Qowam. 5.2 Each application
for
o building permit, using U`oue metal truss connector plates, must
be accompanied by documentation showing that the
ueo|gn, manuhscto,e, and proposed installation
conforms with the requirements ofthe applicable code.
5.3 This report establishes plate
design values only. For items not covered bythis report, such
aatruss design, 5.5 fabrication, quality assurance and special inspection,
refer to
the applicable version of 8NSi/TP|
1. engineering drawings and the applicable code. The design
values (allowable lateral resistance values and
effective tension and shear resistance allowable design
values) used in the design of trusses,
using miTe/*|ndustrieo metal truss connector plates, must not
exceed those listed in Tables 1 and
2 of this report. Load combination reductions must be in accordance
with the applicable code. All lumber used
in the fabrication of trusses
using K8iTakwIndustries metal truss connector plates must bagraded incompliance
with the applicable building code and must
have m moisture content not exceeding 19 percent
at the time of assembly. Wet service factors
from ANS|/rP} 1 Section 04must be applied to
the table values when the lumber moisture content exceeds 19percent.
Allowable values shown in the tables of this report
are not applicable *o metal connector
p\m*oa embedded in either fire -retardant - treated lumber nrpreservative-
treated }umber. 6.6 Metal truss connector plates must
be installed in pairs, onopposite
faces oftruss members. 5.7 Galvanized G60 metal uuom plate
connectors subject to corrosive environments must be
protected in accordance with Section O.5ofAN8|/TP|1
6.8 K8iTekw metal truss connector p|
a/au are manufactured in Saint Chadea,
Missouri; ToUoaun, Arizona; Tampa, Florida; Edentpn, North Carolina; and Bradford,
Ontario, Canada. 6.0 EVIDENCE SUBMITTED
6.1 Data in accordance with
the National Design Standard
for Metal Plate Connected
Wood Truss Construction, ANG\/TP|1, 6.2 Manufacturer'
s descriptive literature. 6.3 Aquality control
manual. 7'0 IDENTIFICATION
The Mneeconnectors are identified by an
imprint of the plate name embossed
into the surface
of the plate (for example, the N-16plate ioembossed ^N-
10^), AddihonmUy, boxes containing the connector plates must belabeled with
the WmeUk* Industries name, the metal connector plate model, and
the evaluation report number (EGR-1311).
ESIR-1 311 1 Most Widely AEMpted and Trusted Pape 3 of 5
TABLE 1—ALLOWABLE LATERAL RESISTANCE VALUES,
HYDRAULIC -PLATEN EMBEDMENT' (Ib/In21PLATE)
LUMBER SPECIES SG AA I EA AE EE
M-16 AND Mil 16
Douglas fir -larch 0.5 176 121 137 126
Hem -fir 043 119 64 102 98
Spruce -pine -fir 0.42 127 82 75 107
Southern pine 0,55 174 126 147 122
M-20 and Mil 20
Douglas fir -larch 0,5 220 195 180 190
Hem -fir 0A3 185 148 129 145
Spruce -pine -fir 0.42 197 144 143 137
Southern pine 0,55 249 190 184 200
M-20 HS, Mil 20 HS and MT20H3
Douglas fir -larch 0.5 165 146 135 143
Hem -fir 0,43 139 I'll 97 109
Spruce -pine -fir 0A2 148 108 107 103
Southern pine 0.55 187 143 138 150
For Sill: 1W = 6.9 kPa.
NOTES:
Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates
must be installed on opposite sides of joint.
2AA = Plate parallel to load, wood grain parallel to load
EA = Plate perpendicular to load, wood grain parallel to load
AE = Plate parallel to load, wood grain perpendicular to load
EE - Plate perpendicular to load, wood grain perpendicular to load
3AII truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that
use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses
that feed trusses into a stationary finish roller press.
TABLE 2—EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES
PROPERTY
FORCE
DIRECTION
M-16 AND Mil 16 M-20 AND Mll 20 M-20 HS, Mil 20HS AND MT20HS
Efficiency Pounds/Inch/Pair
of Connector
Plates
Efficiency Pounds/inch/Pair
of ConnectorIPlates
Efficiency Pounds/Inch/Pair
of Connector
Plates
Tension Values in Accordance with Section 5.4.4.2 of TPIA (Minimum Net Section over the Joint)'
Tension Q 00 0.70 2012 0.50 880 0.59 1505
Tension (S 900 0.36 1013 0.47 820 0A8 1219
Tension Values in Accordance with TPI-11 with a Deviation is" Section 5*9 (e)]
Maximum W Section Occurs over the Jalne
Tension 00 0.68 1945 0.62 1091 0.67 1716
Tension 90(l 0.30 849 0.48 841 0.52 1321
Shear Values
Shear C 00 0.64 1041 0A9 574 0.43 761
Shear Q Nr 0.61 1173 0.63 738 0.611 1085
Shear Q 600 0.73 1402 0,79 936 0.67 1184
Shear Q 90* 0,55 1055 0.55 645 0A5 792
Shear@ 1200 0.48 914 0A2 490 0.34 608
Shear@ ISO* 0.35 672 0.46 544 0.3 537
For St : 1 lbtinch - 0.175 N/mm, 1 inch = 25.4 mm.
NOTES:
Minimum Net Section -A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates,
this lirle passes through a line of holes.
2 MaxlmurO Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these
plates, this line passes through a section of the plate with no holes,
I
ESR-1311 I Most Widely Acre and Trusted Page 4 of 5
0 3",
6 4 mm 4 1
H
mm
HL L
i 1 I i
I II
JIl i I'
M-16, M1116
0125, 0 2w 0 125' 0 MY
3 7 mm 6 4 rorp 3 2 mm 9 3,mm
nD000D000000
000000000000
00000000000
000n000uonu
D00000DO0000
M-20, M1120
FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches)
ESR-1311 I Most Wide! Acre ted and Trusted Page 5 of 5
0, t 2t5" 0.2W 05W 0 3ES"
32mm 64mm 127mm 93mm
ODD Duo ODD
U00ODD ODD
ADO ODD DUO
ADO ODD DUO
w ODD DOD ODD
4-ODD ODD 000
Iwm
M-20 HSI Mll 20 HSI
MT20 S
FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) (Continued)
IMES Evaluation Report ESR-1311 CBC Supplement
Reissued June 2015
This report is subject to renewal June 2017.
1cc-es.orn 1 (800) 423-6587 1 (562) 699-0643 A Subsidiary of the International Code Councilo
DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES
Section: 0617 53—Shop-Fabricated Wood Trusses
REPORT HOLDER:
MITEK INDUSTRIES, INC.
14515 NORTH OUTER FORTY, SUITE 300
CHESTERFIELD, MISSOURI 63017
314) 434-1200
www.mii.com
EVALUATION SUBJECT:
MITek* TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mll 20, M-20 HS, M11 20 HS, AND MT20HSTm
1.0 EVALUATION SCOPE
Compliance with the following code:
2010 California Building Code (CBC)
Property evaluated:
Structural
2.0 PURPOSE OF THIS SUPPLEMENT
This supplement is issued to indicate that the MiTek' truss connector plates M-16, Mll 16, M-20, Mil 20, M-20 HS, Mll 20
HS, and MT20HST", described in master report ESR-1311, comply with CBC Chapters 16, 16A, 17, 17A, and 23, when
design and installation are in accordance with the International Building Code provisions described in the master evaluation
report and with Chapters 16, 16A, 17, 17A, and 23 of the CBC.
This supplement expires concurrently with the master evaluation report, reissued in June 2015,
ICC-L,5 Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be otimirsted 4491lik
as an endorsement of the subject of the report or a recoinmesulationfor its use, There is no warranty by !CC Evaluation Service, LLC, express or nipht?4 as
to anyfinding or other matter in this report, or as to any product covered by the report.
Copysight* 2015 Page 1 of 1
Evaluation Report
Reissued June 2015
This report is subject to renewal June 2017.
MM-10-11.or 9 1 (800) 423-6587 1 (562) 699-0643 A Subsidiary of the International Code Council
DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES
Section: 0617 53—Shop-Fabricated Wood Trusses
REPORT HOLDER:
MITEK INDUSTRIES, INC.
14615 NORTH OUTER FORTY, SUITE 300
CHESTERFIELD, MISSOURI 63017
314) 434-1200
www.mli.com
EVALUATION SUBJECT:
MiTeOTRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mill 20, M-20 HS, Mil 20 HS, AND MT20HSTm
1.0 REPORT PURPOSE AND SCOPE
Purpose:
The purpose of this evaluation report supplement is to indicate that MiTee Truss Connector Plates M-1 6. Mll 16, M-20, Mll
20, M-20 HS, MII 20 HS, and MT20HSTm, recognized in ICC-ES master report ESR-1 311, have also been evaluated for
compliance with the codes noted below.
Applicable code editions:
It 2014 and 2010 Florida Building Code —Building
2014 and 2010 Florida Building Code —Residential
2.0 CONCLUSIONS
The MiTee Truss Connector Plates M-16, Mll 16, M-20, Mil 20, M-20 HS, Mll 20 HS, and MT20HSTm, described in Sections
2.0 through 7.0 of the master evaluation report ESR-11 311, comply with the 2014 and 2010 Florida Building Code —Building
and the 2014 and 2010 Florida Building Code —Residential, provided the design and installation are in accordance with the
International Building Code (IBC) provisions noted in the master report.
Use of the MiTeeTruss Connector Plates M-16, Mll 16, M-20, M11 20, M-20 HS, Mil 20 HS, and MT20HST11 has also been
found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code —
Building and the 2014 and 2010 Florida Building Code —Residential.
For products failing under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a
quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the
responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by
the Commission).
This supplement expires concurrently with the master report, reissued in June 2015.
ICC-L•S Evaluation Reports are not to be construed as representing aesthetics or any other attributes not spectflically addressed, nor are they to be construed
as an endorsement of the subject ofthe report or a recommendation for its use. There is no warranty by ICC A),alualnut Service. LLC, express or implied, as
to any finding or other matter in this report, or its to any product covered by the report Rd
Copyright 0 2015 Page 1 of 1
DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES
SECTION: 0617 53—SHOP-FABRICATED WOOD TRUSSES
REPORT HOLDER:
MITEK INDUSTRIES, INC.
14515 NORTH OUTER FORTY, SUITE 300
CHESTERFIELD, MISSOURI 63017
EVALUATION SUBJECT:
MITEKII TRUSS CONNECTOR PLATES: M-16, M11 16, M-20, M11 20, M-20 HS,
M11 20 HS AND MT20HS TM
I" 1CC ICC
9 "S4
C PMG LISTED
Look for the trusted marks of Conformity!
02014 Recipient of Prestigious Western States Seismic Policy Council 1110111111101
WSSPQ Award in Excellence" A Subsidiary of law
KX-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not A0,0.211011hk RtCA4M~
specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a Um
recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as
to any finding or other matter in this report, or as to any product covered by the report. MODWOMMUM
Copyright @ 2015
COMPOSITES
REPORT HOLDER:
MITEK INDUSTRIES, INC.
14615 NORTH OUTER FORTY, SUITE 300
WYMMILCRM
EVALUATION SUBJECT:
MiTeko TRUSS CONNECTOR PLATES. uu-1 6.A8QIS, M-2O' 1.
0 EVALUATION SCOPE Compliance
with the following codes: Code
yBC) 2012.
2009.2006 international Residential Code (\RC) 2o13Abu
Dhabi International Building Code (\D|wr)l r^oAomu/
obased vnthe u00mecomoIBC code sections referenced mthis report are the same
sections mthe Au/on. Property evaluated: Structural 2.0 USES MiTeke
metal truss
connector
plates are used
as joint connector components of light wood frame trusses.
3.0 DESCRIPTION Model M-1 6
and Model MI
1 16 metal truss connector plates are manufactured from minimum No. 16 gage (
0,0575 inch total thickness (1.46 mm)], ASTM A653
SS, Grade 40 steel, with a G60 galvanization coating (0.
0005 inch thickness on each side (0.013 mm)]
and having a base - metal thickness of 0.0565 inch (1.
44 mm). Slots 0.54 inch 137 mm) in length are punched along
the perpendicular axis of the plates. The metal displaced
by the slot is lanced and formed into two opposing teeth, protruding
at right angles from the flat plate. Each tooth
is diagonally cut, thereby forming a sharp point. The teeth
are additionally shaped into a twisted concave form, facing
the slot cutout area, Teeth are 0.16 inch (4.
1 mm) wide and 0.37 inch 9A mm) long, and there are 4.
8 teeth per square inch 0.0074 teeth per square millimeter) of
plate area. Plates Reissued June 2015 This report is subject
to renewal June
2017. are available in 1-inch (25.4mm)
width increments, up to 12 inches (3O5mm).and lengthwise |n1'/4-inuh(
317mm) multiples. See Figure 1of this report for details.
3.2 MIT*0M'20 and MW2Q; Model
M-20and Model Mil 2Ometal truss connector
plates are manufactured from minimum No, 2Ogage (0.O356inch total thickness (
0.9 mm)). A8TkA A653 GS, Grade 40 ntee|,
with a G60 galvanization coating [0.0005 inch thickness
on each side (0.013 mm)] and having a base -
metal thickness of0.O346inch (0.W8mm).The plates have repeating
1-inch-square (25 mm) modules of teeth stamped out
and formed at right angles to the face of the
parent metal. Each module has four slots, 0.45 inch
11.4mm) long and 0.125inch (3,2mm) wide, fabricated by punching
two teeth out of each slot and resulting in each module having
eight teeth. The transverse centerlines of adjacent slots are staggered 0.
15 inch 3.8 mm) in o
longitudinal d|nau*inn. Longitudinal nonUadimno of slots are
spaced 0.25 inch (6Each slot has o0.30-inch-|
ong(8.4mm) tooth a1each end. Each nn|h informed
with a mymmntMne| V-shaped cross section at Na boae, and twists approximately 22
degrees to its point. See Figure 1uythis report for details. 3.
3 UNiTek'u8-20HS'Mil 20 HS'and uUT2aHSru: Models
M- O H8, KA\\ 20 HS. and MT20HSn^
metal truss connector plates are manufactured from minimum No. 20
gage [0.0858 inch total thickness (O.Smm)]. 8GTK8A053 Grade OU.
high -strength, low -alloy steel with improved formability (
HSLAS'F), with o G60 galvanization coating 0.0005
inch thickness on each side (0.013 mm)] and
having o thickness nf0,0346 inch <0.08
mm). Repeating 3/,inch'by-1-inch (1Smmhy 25.4mm) modules
of teeth are stamped out and 8onnmd at right
angles to the face wf the parent metal. Each module has
three slots, 0.45 inch (114 mm) long and O. 125
inch (3.2 mm) wide, fabricated bypunching two teeth out ofeach
slot area, and noau|hn8 in each module having six teeth. Each module is
separated bym0.25-inch-wide(8.4mm) strip ofunpunuhod steel. The
transverse centerlines of acUmcon< slots are staggered U.1binch (3.8mm)
inthe longitudinal direction. Longitudinal oentadinem of slots are spaced 0.
25 inch 6.4 mm). Each slot has
a U.33-inch-|nng(U.4mm) tooth at each end.
Each tooth is mdd|VunuUy whwped, twisting an approximate
22 degrees to its point. See Figure 1 of this report for details, 4.0 DESIGN
AND INSTALLATION 41 General: All truss plates are pressed into
the wood for the full depth of their teeth by hydraulic -
platen embedment presses,
Evaluation Hoports are "at to
be construed
as representing aesthetics or arty other attributes not specifically addressed, nor are
they mbeconstrued as ""="an*orxzEvaluation w",ic«ucexpress =
implied, as to anyfindfing or other matter in this report, or as to any product covered by the report IR
multiple roller presses that use partial embedment followed
by full -embedment rollers, or combinations of partial
embedment m||mr presses and hydraulic -platen presses
that feed tmaoem into o stationary finish roller pnsoo. 6.4
Trusses must beassembled within the tolerances specified in
AN8|/TP| 1, Chapter 3, Quality Criteria for the Manufacture
ufK8eU*|-P|ote-CunnectadWood Trusses. 4.2
Allowable Design Values: Allowable design
values for MiTeemetal truss connector plates tohaused in
the design of metal plate connected wood roof and
floor trusses are shown knTables 1and 2nf this report, Allowable design values
are applicable when connectionthe is ad with identical
platesonoppositesidesofthejoint, This
evaluation report is limited to the evaluation of connection capacity of
the MiTek* metal truss connector plates listed in this
report. The design, manufacture, and installation of trusses
employing the truss plates have not been
evaluated. Allowable values shown in Table
1 have not been adjusted for metal connector p|
aVma embedded in fire - retardant -treated or preservative -treated
lumber. Proper adjustments must be made in
ouuundenca with the requirements indicated in o current |
CC'ES evaluation report issued to the rham|
ua| treatment manufacturer, If the evaluation report does not
contain information on the adjustments, the chemical manufacturer must
be contacted for this m%onnmtion. Comphance
with Section 2304,8.5 of the IBC and Section R317.
3ofthe |RC(Section R918'3uf the 2UO6\RC)iaalso required. 6.
0 CONDITIONS OF USE The K8iTeko
Industries metal truss connector plates
described in this report comply with, orare
suitable alternatives huwhat is specified in. those codes listed
in Section 1.0 of this mpnrt, subject to
the following 6.1 This evaluation report and the manufacturer'
s published installation inetructionu, when required by the code
nffioe|, must be submitted at the
time of permit application. |nthe event ofe conflict between the
manufacturer's published installation instructions and this document,
the instructions \nthis document govern. 5.
2 Each application for a building permit., using
these
metal tmmo connector plates, must be accompanied by documentation showing
that the demiQn, manufacture, and proposed installation
conforms with the requirements ofthe applicable
code. 5.3 This report establishes
plate design values only. For items
not covered bythis report, such amtruss design, 5.5 fabrication,
quality assurance and special inspection, refer to the applicable version
of ANSIfTPI
l. engineering drawings and the applicable
code. The design values (allowable lateral resistance values
and effective tension and shear resistance
allowable design values) used in the design
of trusses, using K8iTum*industries metal truss
connector plates, must not exceed those |io$/d in
Tmh\eu 1 and 2 of this
report. Load combination reductions must be in accordance with the applicable code. All
lumber used in the hobdcm\ioo of
tmuoew using rNiTeeIndustries metal truss
connector plates must be graded incompliance with the applicable building
code and must have o moisture content
not exceeding 19 paomnk at the time of
assembly. Wet service factors from &NS|/TP| 1
Section 6.4must he applied $othe table values when
the lumber moisture content exceeds 19 percent Allowable values shown inthe
tables ufthis report are not applicable tometal connector p|
moan embedded in either fire -retardant - treated
lumber or preservative -treated lumber. 6$ Metal truss connector plates
must be installed in pairs, onopposite faces wftruss
members. 5.7 Galvanized GOOmetal truss
plate connectors subject to oonnm|we environments must he
protected in accordance with Section 6.5ofANG|/
TP|1. 5.8 K8iTeK* metal huoa connector p|
daa are manufactured in Saint Charles, Missouri; Tolleson,
Arizona; Tampa, Florida; Edentnn, North Carolina; and
Bradford, Ontario, Canada. 0.0 EVIDENCE SUBMITTED 6.1
Data in accordance with the National
Design Standard for Metal Plate Connected
Wood Truss Construction, ANGi/
TP|1. 6.2
Manufacturer's descriptive literature. 6.3 A quality control
manual, 0 IDENTIFICATION The MiTeeconnectors are identified
by an imprint of
the p|mVa name embossed into
the surface of the plate (for
example, the
N-1Oplate isembossed ^W-1O">.Additionally, boxes containing the connector
plates must balabeled with the K8iTeAko industries name, the metal connector
plate model, and the evaluation report number (E8R'1311).
ESR-1311 I Most Widely Accepted and Trusted Page 3 of 5
TABLE 1--ALLOWABLE LATERAL RESISTANCE VALUES,
HYDRAULIC -PLATEN EMBEDMENT' (IbIWIPLATE)
LUMBER SPECIES SG AA I EA AE EE
M-16 AND Mil 16
Douglas fir -larch 0.5 176 121 137 126
Hem -fir 0A3 119 64 102 98
Spruce -pine -fir 0.42 127 82 75 107
Southern pine 0.55 174 126 147 122
M-20 and Mll 20
Douglas fir -larch 0.6 220 195 180 190
Hem -fir 0.43 185 148 129 145
Spruce -pine -fir 0.42 197 144 143 137
Southern pine 0.55 249 190 184 200
M-20 HS, Mll 20 HS and MT20HS
Douglas fir -larch 0,5 165 146 135 143
Hem -fir 0.43 139 ill 97 109
Spruce -pine -fir 0.42 148 108 107 103
Southern pine 0Z6 187 143 138 150
For SI: I lb/in' = 6.9 kPa.
NOTES:
Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates
must be installed on opposite sides of joint.
2AA - Plate parallel to load, wood grain parallel to load
EA = Plate perpendicular to load, wood grain parallel to load
AE - Plate parallel to load, wood grain perpendicular to load
EE - Plate perpendicular to load, wood grain perpendicular to load
3AII truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that
use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses, and hydraulic -platen presses
that feed trusses into a stationary finish roller press.
TABLE 2—EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES
PROPERTY
FORCE
DIRECTION
M-16 AND Mll 16 M-20 AND Mill 20 20 HS, Mil 20HS AND MT20HS
Efficiency Poundslinch/Pair
of Connector
Plates
Efficiency Pounds/inch/Pair
of ConnectorIplates
Efficiency Pounds/Inch/Pair
of Connector
Plates
Tension Values in Accordance with Section 5.4.4.2 of TPI-1 (Minimum Net Section over the Joint)'
Tension @ 00 0.70 2012 0,50 880 0,59 1505
Tension @ 900 036 1013 0.47 820 0A8 1219
Tension Values in Accordance with TPIA with a Deviation [see Section 5.4,9 (e)]
Maximum Net Section Occurs over the Joint
Tension @ 00 0.68 1945 0.62 1091 0.67 1716
Tension (§ 900 0.30 849 0,48 841 0,52 1321
Shear Values
Shear Q 00 0.54 1041 0.49 574 0.43 761
Shear 300 0.61 1173 0.63 738 0.61 1085
Shear 600 073 1402 0.79 936 0.67 1184
Shear Q 900 0,55 1055 0.55 645 0.45 792
IShear Q 1200 0.48 914 0,42 490 0.34 608
IShear,Q 1500 1 0,35 672 0,46 544 0.3 537
For St. I lbtinch = 0.175 N/mm, I inch = 25A mm,
NOTES.
Minimum Net Section -A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates,
this line posses through a line of holes,
2MaxImum Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these
plates, this line passes through a section of the plate with no holes.
ESR-1311 I Most Widely A2mted and Trusted Pave 4 of 6
33VI 01W D 42r,
4 mm 4 Itt gQDa
L t
m H
0000,o
U U
III0JIf0 11 0 0
0
I
M-16, M1116
01213, 0 2w 0 125' 0 NTI
2mm 9 t 3 2 rnRtt 1¢ 3 aim,
it ------ 1.1
900004000 1,
00000000011
M-20, M1120
FIGURE 1--APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches)
ESR4311 I Most Widely Accepted and Trusted Page 5 of 6
0 1 W 02W owo* 0 3W
32mm 64mm 127mm 93mm
ODO 000 000
000 DOD 000
DOD Ono DOD
r-000 A ODD
P—uoo 000 Ono
000 Ono Ono
M-20 HS, Mll 20 HSI
MT20HS
FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in inches) (Continued)
ICC-ES Evaluation Report ESR-1311 CBC Supplement
Reissued June 2015
This report is subject to renewal June 2017.
www.icc-g%o ( (800) 423-6587 ( (562) 699-0543 A Subsidiary of the International Code Councile
DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES
Section: 0617 53--Shop-Fabricated Wood Trusses
REPORT HOLDER:
MITEK INDUSTRIES, INC.
14615 NORTH OUTER FORTY, SUITE 300
CHESTERFIELD, MISSOURI 63017
314) 434-1200
EVALUATION SUBJECT:
MlTeO TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HS'rm
1.0 EVALUATION SCOPE
Compliance with the following code:
2010 California Building Code (CBC)
Property evaluated:
Structural
2.0 PURPOSE OF THIS SUPPLEMENT
This supplement is issued to indicate that the MiTeke truss connector plates M-16, Mil 16, M-20, MII 20, M-20 HS, Mil 20
HS, and MT20HSTm, described in master report ESR-1311, comply with CBC Chapters 16, 16A, 17, 17A, and 23, when
design and installation are in accordance with the Intemational Building Code® provisions described in the master evaluation
report and with Chapters 16, 16A, 17, 17A, and 23 of the CBC.
This supplement expires concurrently with the master evaluation report, reissued in June 2015.
1CC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed
as an endorsement of the subject of the report or a recommendation for its use.. There is no warranty by K.C` Evaluation Service, t XC express or implieQ as t
to anyfinding or other matter in this report, or as to any product covered by the report ao Copyright
0 2015 Page
1 of 1
Reissued June 2015
This report is subject to renewal June 2017.
www3cc-29.org 1 (800) 423-6587 1 (662) 699-0543 A Subsidiary of the International Code Councilo
DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES
Section: 0617 53—Shop-Fabricated Wood Trusses
REPORT HOLDER:
MITEK INDUSTRIES, INC.
14516 NORTH OUTER FORTY, SUITE 300
CHESTERFIELD, MISSOURI 63017
314) 434-1200
www.rnii.com
EVALUATION SUBJECT:
MiTeIeTRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, M11 20, M-20 HS, Mill 20 HS, AND MT20HST*
1.0 REPORT PURPOSE AND SCOPE
Purpose:
The purpose of this evaluation report supplement is to indicate that MiTeIJ Truss Connector Plates M-1 6. M11 16, M-20, MI1
20, M-20 HS, M11 20 HS, and MT20HSTM , recognized in ICC-ES master report ESR-1311, have also been evaluated for
compliance with the codes noted below.
Applicable code editions:
2014 and 2010 Florida Building Code —Building
2014 and 2010 Florida Building Code —Residential
2.0 CONCLUSIONS
The MiTeeTruss Connector Plates M-16, MII 16, M-20, Mil 20, M-20 HS, M11 20 HS, and MT20HSTm, described in Sections
2.0 through 7,0 of the master evaluation report ESR-131 1, comply with the 2014 and 2010 Florida Building Code —Building
and the 2014 and 2010 Florida Building Code —Residential, provided the design and installation are in accordance with the
International Building Code (IBC) provisions noted in the master report.
Use of the MiTeeTruss Connector Plates M-16, M11 16, M-20, MII 20, M-20 HS, MlI 20 HS, and MT20HSTm has also been
found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code —
Building and the 2014 and 2010 Florida Building Code —Residential.
For products falling under Florida Rule 9N-3, verification that the report holders quality assurance program is audited by a
quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the
responsiWlity of an approved validation entity (or the code official when the report holder does not possess an approval by
the Commission).
This supplement expires concurrently with the master report, reissued in June 2015,
ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed
as an endorsement ofthe subject ofthe report or a recommendation for its use. There Is no warronly by 1CCrvaluationService, LLC express or implied, as
to any finding or other matter in this report, or as to any product covered by the report
Copyright 0 2015 Page 1 of 1
DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES
SECTION: 0617 53—SHOP-FABRICATED WOOD TRUSSES
REPORT HOLDER:
MITEK INDUSTRIES, INC.
14515 NORTH OUTER FORTY, SUITE 300
CHESTERFIELD, MISSOURI 63017
EVALUATION SUBJECT:
MITEK® TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MII 20, M-20 HS,
MII 20 HS AND MT20HSTM
ECG ICE IGG
C PMG LISTED
Look for the trusted marks of Conformityl
2014 Recipient of Prestigious Western States Seismic Policy Council 111114011111
WSSPQ Award in Excellence" A Subsidiary of O c
CC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not
specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a
recommendation for its use. There is no warranty by KX Evaluation Service, LLC, express or implied, as
to any finding or other matter in this report, or as to any product covered by the report. M10pM,"01
Copyright 0 2015
COMPOSITES
REPORT HOLDER:
MITEK INDUSTRIES, INC.
14516 NORTH OUTER FORTY, SUITE 300
EVALUATION SUBJECT:
MITe0 TRUSS CONNECTOR PLATES: M-1 6.Mil 16\M-20,
o EVALUATION SCOPE
Compliance with the following codes:
2012.%OO8.2O06International Building Code 0(i8C) 2012.
2O09.2OU8/nbometioma/Residential Codeo(iRC) 2O13Abu
Dhabi International Building Code (\Di8C)t tTx=AoIBc/^
based vnthe u000/oc,00no/accode sections referenced in this report are
the same sections mthe xo/eo, Property evaluated: Structural 2.0
USES MiTek*
metal
truss connector plates
are used as joint connector components of light wood
frame trusses, 3.0 DESCRIPTION Model M-
16 and Model
Mil 16 metal truss connector plates are manufactured from minimum No.
16 gage [0.0575 inch total thickness (1.46 mm)],
ASTM A653 SS, Grade 40 steel, with a G60 galvanization
coating [0.0005 inch thickness on each side (0,
013 mm)] and having a base - metal thickness of 0,0565
inch (1.44 mm). Slots 0.54 inch 13.7 mm) in length
are punched along the perpendicular axis of the plates, The
metal displaced by the slot is lanced and formed into two opposing
teeth, protruding at right angles from the flat plate.
Each tooth is diagonally cut, thereby forming a sharp point.
The teeth are additionally shaped into a twisted concave
form, facing the slot cutout area. Teeth are 0.16
inch (4.1 mm) wide and 0,37 inch 9.4 mm) long, and
there are 4.8 teeth per square inch 0.0074 teeth per square
millimeter) of plate area. Plates Reissued June 2Uf5 This report
is subject to
renewal June 2O17. are available in1-inch(25.
4mm) width increments, up to 12inches (3O5mm).and lengthwise in1'/4-
inch(31Jmm) multiples. See Figure 1ufthis report for details.
3'2 NNITw0KQ-2mand Mil 20: Model
M'2Oand Model NU|2Ometal truss connector
are manufactured from minimum No. 2Ogage (V,O358inch total thickness (
0.9 mm)]. ASTk8 8653 G8, Grade 40 ahae|,
with a 860 galvanization 000dnQ [0.0005 inch thickness
on each side (0.013 mm)] and having a base -
metal thickness nfOV348inch (O.W8mm).The plates have repeating 1-
inch-square (25 mm) modules of teeth stamped out
and hrnnud at hOh/ unQ|en to the face ofthe
parent metal. Each module has four slots, O.45inch 11.4
mm) long and U,125inch (3.2 mm) wide, fabricated by
punching two teeth out of each o|ut and resulting in each
module having eight 0a*\h, The transverse centerlines of ooVaoum o|000
are staggered 0.15 inch 3.8 mm)
in u longitudinal direction. Longitudinal centerlines o{slots arespaced O.
25inch(O.4mm)Eech slot has aO33'inch-
long(8.4mm) tooth ateach end. Each tooth iaformed
with wsymmetrical V-shaped cross section at its buue, and twists approximately 22
degrees to its point. See Figure 1ofthis report for details,
3.3 M|Tekwh8-20NS,0i||20MS.and YNT24HSp°: NodwioM-
20 MG. KA{| 20 HS. and MT20MGn11 metal
truss connector plates are manufactured from minimum No. 20
gage [0.0358 inch total thickness (O,W mm)l^
ASTN\A053 Grade 60. high -strength, low -alloy
steel with improved formability (HGLAS'F), with m G60 galvanization coating 0.
0005 inch thickness on each side (0.013 mm)]
and having a thickness nf0034W inch (0.88
mm). Repeating 74-inch'by-1-inch (1Smmby25.4mm) modules of
teeth are stamped out and hmnnwd at right
angles to the face ofthe parent metal, Each module has
three slots, 0.45 inch (11.4 mm) long and 0.
125 inch (3.2 mm) vWde, fabricated bypunching two teeth out
ofeach slot area, and resulting |neach module having six teeth. Each module iu separated byan.
25-inoh-wido(O.4mm) strip oYunpunched eteei. The transverse centerlines
of adjacent slots are staggered O.15inch (3,8mm) inthe
longitudinal direction, Longitudinal centerlines of slots are spaced 0.25
inch 6.4 mm}. Each slot has u0.
83'imoh-long(8.4 mm) tooth e\ each end. Each
tooth |madditionally shaped, twisting an approximate 22 degrees to
its point. Sew Figure 1 of this report for details. 4.4 DESIGN AND INSTALLATION
4.1 General: All truss plates are pressed into
the wood for the full depth of their teeth by hydraulic -
platen embedment presses,
1("C-rs Evaluation Reports
are not to
be construed as representing aesthetics or any other attributes not specifically addressed,
nor are they to be construed .0damiaL as
an endorsement ofthe subject ofthe report or a reconimendationfor its use, There is no warronly by ICC hioluation Service. UC, express or implied, as to anyfinding or
other matter in this report, or as to any product covered by the report WI 4
ESR-11 311 1 Most Widely AEMted and Trusted Pave 2 of 6
multiple roller presses that partial embedment followed
by full -embedment rollers, or combinations of partial
embedment roller presses and hydraulic -platen presses
that feed trusses into a stavv'"=v "'= roller"press.5.4
Trusses must bwassembled within the tolerances specified in
ANSVTP\ 1, Chapter 3. Quality Criteria for the Manufacture
of Metal -Plate -Connected Wood Trusses, 4.
2 Allowable Design Values: Allowable
design values for MiTekwmetal truss connector plates to
be used inthe design ofmetal plate connected wood roof and floor
trusses are shown inTables 1and 2of this report. Allowable design values are
applicable when the connection is made with identical
plates on opposite sides of the joint. This evaluation
report is limited to the evaluation ufconnection capacity ufthe k8iTeK~metal
truss connector plates listed in this report, The design,
monuhmc\uve, and installation oftrusses employing the truss
plates have not been evaluated. Allowable values shown
in Table 1 have not been
acVwa$ed for metal connector plates embedded in fire -
retardant -treated or preservative -treated lumber. Proper adjustments must
he nnmdm in accordance with the requirements
indicated in a current }CC -ES evaluation report
Issued tuthe chemical treatment manufacturer. if the evaluation
report does not contain information on the
adjustments, the chemical manufacturer must hecontacted for this Information.
Compliance with Section 2304.9.5
of the IBC and Section R317.3ofthe |RO(Section R31g3of
the 2UU$|RC)|ualso required. 5.0 CONDITIONS OF USE
The K8|Tekw Industries metal \moa
connector p|ohou described in
this report comply with, or are suitable alternatives tnwhat \
o specified in, those codes listed in Section 1.
0 of this mport, subject to the following 6.1
This evaluation report and the manufacturer's published installation inwtructiors,
when required by the code official, must besubmitted at
the time of permit application. In
the event ufo conflict between the manufacturer's published
inw1oUoUun instructions and this document, the instructions in
this document govern. 6.2 Each
application for a building pennh, using these metal
truss
connector p\oteo, must be accompanied by documentation showing that
the dnuiQn, manufac%unm, and proposed |nu*e||
ahon conforms with the requirements ufthe
applicable code. 6'3 This report establishes plate design
values only. For items not covered
hythis report, such uutruss design, fubhnoUon. quality assurance and special
inspection, refer to the applicable version of xNSmr| l, engineering
drawings and the applicable code. The
design values (allowable lateral resistance values and effective
tension and shear resistance o|knwab\
a design values) used in the design
of trusses, using K8iTek*{nduethepmetal truss connector plates, must
not *xuoad those Umhwd in Tables 1 and 2
of this report. Loud combination reductions
must be in accordance with the applicable code. 6.5 Alumber
used in the fabrication of trusses using
miTeAk'industries metal truss connector
plates must be graded incompliance with the applicable ou/mmQ
code and must have a moisture content
not exceeding 18 percent atthe time of assembly. Wet
service factors from ANS|/rP(1Section 6.4must
be applied hothe table values when the lumber moisture
content exceeds 19percent, Allowable values shown inthe tables ofthis report are
not applicable uumetal connector plates embedded in either fire -
retardant - treated lumber or preservative -treated lumber.
6 Metal tmuu connector plates must be installed in pairs,
nnopposite faces uftruss members. 6.7 Galvanized
G00 metal tmaa plate connectors subject
to corrosive environments must be protected in accordance with
Section 0.5ofANSi/TP|1. 5.8
x8iTekw metal tmma connector p|ahmm are manufactured in
Saint Cxadea, Missouri; ToUeeon, Arizona; Tampa, Florida;
Edwn0on, North Carolina; and Bradford, Ontario, Canada.
6.0 EVIDENCE SUBMITTED 6'1 Data in accordance
with the National Design Standard for
Metal PioVo Connected Wood Tmae ConstrucVon.
ANS|/TP| 1. 6.
2 Manufacturer's descriptive
literature. 6.3 Aquality control manual. 7'0 IDENTIFICATION
The N\iTeK*connectors are identified by
an imprint of the
plate name embossed into the surface
of the plate (for example, the
KA-10plate |uembossed ^
K8'18^).Additionally, boxes containing the connector plates mustbelabeled with the
iTek* Industries nanme, the metal connector plate model, and the
evaluation report number (EGR-1311),
ESR-1311 I Most Widely Aaee ted and Trusted Page 3 of 5
TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES,
HYDRAULIC -PLATEN EMBEDMENT' (Ib/in'/PLATE)
LUMBER SPECIES so AA I EA AE EE
M-16 AND Mil 16
Douglas fir -larch 0.5 176 121 137 126
Hem -fir 0A3 119 64 102 98
Spruce -pine -fir 0.42 127 82 75 107
Southern pine 0.55 174 126 147 122
M-20 and Mll 20
Douglas fir -larch 0.5 220 195 180 190
Hem -fir 0.43 185 148 129 145
Spruce -pine -fir 0.42 197 144 143 137
Southern pine 0.55 249 190 184 200
M-20 HS, M1120 HS and MT20HS
Douglas fir -larch 0.5 165 146 135 143
Hem -fir 0.43 139 111 97 109
Spruce -pine -fir 0.42 148 108 107 103
Southern pine 0,55 187 143 138 150
For $l I lblin2 = 6.9 kPa.
Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates
must be installed on opposite sides of joint.
AA ='=:Plate parallel to load, wood grain parallel to load
EA =i'Plate perpendicular to load, wood grain parallel to load
AE =,Plate parallel to load, wood grain perpendicular to load
EE = Plate perpendicular to load, wood grain perpendicular to load
AII truss, plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that
use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses
that feed trusses into a stationary finish roller press.
TABLE 2--EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES
PROPERTY
FORCE
DIRECTION
M-16 AND Mit 16 M-20 AND Mll 20 M-20 HS, Mll 20HS AND MT20HS
Efficiency Pounds/inch/Pair
of Connector
Plates
Efficiency Pounds/inch/Pair
of ConnectorIPlates
Efficiency Poundstinch/Pair
of Connector
Plates
Tension Values in Accordance with Section 5.4.4.2 of TPI-1 (Minimum Net Section over the Joint)'
Tension a 00 0.70 2012 0.50 880 0.59 1505
Tension @ 900 0.36 1013 0.47 820 0.48 1219
Tension Values in Accordance Wth TPI-1 with a Deviation (see Section 5.4.9 (e)j
Maximum Net Section Occurs over the Jolne
Tension @ 00 0.68 1945 0.62 1091 0.67 1716
Tension @ 900 0.30 849 0.48 841 0.52 1321
Shear Values
Shear (+ 00 0.54 1041 0.49 574 0.43 761
Shear 300 0.61 1173 0.63 738 0.61 1085
Shear Q 601, 0.73 1402 0.79 936 0.67 1184
Shear Q 900 0.55 1055 0.55 645 0.45 792
Shear @ 1200 0.48 914 0.42 490 0.34 608
Shear @ 1500 0.35 672 0.46 544 0.3 537
For S(: 1 Iblinch = 0.175 N/mm, finch = 25.4 mm.
NOTES:
Minimum Net Section - A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates,
this line passes through a line of holes.
Ma)dMum Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these
plates, this line passes through a section of the plate with no holes.
ESR-1311 I Most Widely Accepted and Trusted page 4 of 5
0 3w, 016cr oVr
d 4 MM 4 tarn, try mm
H
M-16, M1116
0 125, 0 2 k" 0125" 0 5"
i z'rnrn 6 4 mm 3 2 mm 9 3"(ttim
M-20, M 1120
FIGURE 1--APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in inches)
0
ESR-1311 I Most W el Accepted and Trusted Pame 5 of 6 Oi2W
02W OW 0 3or 3,
2mm 64mm 127mm 93mm LL
AL--,
tlttl noo
Ono Ono goo
000 DOD goo
ODD Ono 00D
000 Ono goo
Ono 000 U00
Dun Ono M-
20 MS, Mll 20 HSI MT20HS
FIGURE
1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) (Continued)
IMES Evaluation Report ESR-1311 CBC Supplement
Reissued June 2015
This report is subject to renewal June 2017.
www.1cc-es.oEg 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Councilo
DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES
Section: 06 17 53—Shop-Fabricated Wood Trusses
REPORT HOLDER:
MITEK INDUSTRIES, INC.
14515 NORTH OUTER FORTY, SUITE 300
CHESTERFIELD, MISSOURI 63017
314) 434-1200
xmw.mll.com
EVALUATION SUBJECT:
MiTek® TRUSS CONNECTOR PLATES. M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HST"
1.0 EVALUATION SCOPE
Compliance with the following code:
2010 California Building Code (CBC)
Property evaluated:
Structural
2.0 PURPOSE OF THIS SUPPLEMENT
This supplement is issued to indicate that the miTek' truss connector plates M-16, M11 16, M-20, Mil 20, M-20 HS, Mll 20
HS, and MT20HS'm, described in master report ESR-1 311, comply with CBC Chapters 16, 16A, 17, 17A, and 23, when
design and installation are in accordance with the International Building Codes provisions described in the master evaluation
report and with Chapters 16, 16A. 17, 17A, and 23 of the CBC.
This supplement expires concurrently with the master evaluation report, reissued in June 2015.
ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other ouributes not specifically addressed, nor are they to be construed
as an endorsement of the subject of(he report or a recommendation for its use, There is no warranty by KX Evaluation Service, U'C, express or implietl as N(m
to any finding or other matter in this report, or as to any product covered by the report. W4"
Copyright 0 2015
Page 1 of 1
S Evaluation FBC Supplement
Reissued June 2015
This report is subject to renewal June 2017.
MM.1cc:29.oEg 1 (800) 423-6587 1 (662) 699-0543 A Subsidiary of the International Code Council'
DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES
Section: 06 17 53—Shop-Fabricated Wood Trusses
REPORT HOLDER:
MITEK INDUSTRIES, INC.
14616 NORTH OUTER FORTY, SUITE 300
CHESTERFIELD, MISSOURI 63017
314) 434-1200
WMM.1011-arn
EVALUATION SUBJECT:
MITek*TRUSS CONNECTOR PLATES: M-116, Mil 16, M-20, Mil 20, M-20 HS, M11 20 HS, AND MT20HST1*
1.0 REPORT PURPOSE AND SCOPE
Purpose:
The purpose of this evaluation report supplement is to indicate that MiTeko Truss Connector Plates M-1 6, Mll 16, M-20, Mil
20, M-20 HS, Mil 20 HS, and MT20HSTm, recognized in ICC-ES master report ESR-1311, have also been evaluated for
compliance with the codes noted below.
Applicable code editions:
0 2014 and 2010 Florida Building Code —Building,
6 2014 and 2010 Florida Building Code —Residential
2.0 CONCLUSIONS
The MiTeksTruss Connector Plates M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, and MT20HSTm, described in Sections
2.0 through 7.0 of the master evaluation report ESR-1311, comply with the 2014 and 2010 Florida Building Code —Building
and the 2014 and 2010 FV5! Building Code —Residential, provided the design and installation are in accordance with the
International Building Code (IBC) provisions noted in the master report.
Use of the MiTeeTruss Connector Plates M-16, Mll 16, M-20, M11 20, M-20 HS, Mll 20 HS, and MT20HSTm has also been
found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code —
Building and the 2014 and 2010 Florida Building Code —Residential.
For products falling under Florida Rule 9N-3, verification that the report holders quality assurance program is audited by a
quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the
responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by
the Commission).
This supplement expires concurrently with the master report, reissued in June 2015.
1CC-ESEwhiation Reports are not to be construed as representing aesthetics or any other attributes notspectilically addressed, nor are they to be construed dial9k,
as an endorsement of the subject of the report or a recommendation for its use, There is no warranty by KX' k.'valualion Service, UC, express or implied, as Mm
to any finding or other natter in this report, or as to any product covered by the report, a
Copyright 0 2015 Page 1 of 1
DIVISION: 06 00 00--WOOD, PLASTICS AND COMPOSITES
SECTION: 0617 53--SHOP-FABRICATED WOOD TRUSSES
REPORT HOLDER:
MITEK INDUSTRIES, INC.
14515 NORTH OUTER FORTY, SUITE 300
CHESTERFIELD, MISSOURI 63017
EVALUATION SUBJECT:
MITEK® TRUSS CONNECTOR PLATES: M-16, M11 16, M-20, MII 20, M-20 HS,
MII 20 HS AND MT20HSTM
ICC ICC ICC
S
C PMG CISTED
Look for the trusted marks of Conformityl
2014 Recipient of Prestigious Western States Seismic Policy Council 1111111=1
WSSPQ Award in Excellence" A Subsidiary of
ICC'-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not
specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a Um
recommendation for its use. There is no warranty by ICC' Evaluation Service, LL:C, express or implied, as
to any finding or other matter in this report, or as to any product covered by the report. ,,,,,
Copyright ® 2015
REPORT HOLDER:
MITEK INDUSTRIES, INC.
14516 NORTH OUTER FORTY, SUITE 300
EVALUATION SUBJECT:
1.0 EVALUATION SCOPE
Compliance with the following codes:
2U12.2009,2OOSInternational Building Codow(IBC) 2013.
2009.2005mtenatioma Residential [\xde7VRC) 2013Abu
Dhabi International Building Code (AQi8C)l vbased uvthe
2oo IBC, u00oIBC code sections referenced mthis report are the same
sections mthe xo/ec, Property evaluated: Structural 2.0 USES MiTee
metal truss
connector
plates are used
as joint connector components of light wood frame trusses.
3.0 DESCRIPTION Model M-16 and
Model M11 16
metal truss connector plates are manufactured from minimum No. 16 gage [
0.0575 inch total thickness (1.46 mm)], ASTM A653
SS, Grade 40 steel, with a G60 galvanization coating [0.
0005 inch thickness on each side (0.013 mm)]
and having a base - metal thickness of 0,0565 inch (1.
44 mm). Slots 0.54 inch 13.7 mm) in length are punched
along the perpendicular axis of the plates. The metal displaced
by the slot is lanced and formed into two opposing teeth, protruding
at right angles from the flat plate. Each tooth
is diagonally cut, thereby forming a sharp point. The teeth
are additionally shaped into a twisted concave form, facing
the slot cutout area. Teeth are 0.16 inch (4.
1 mm) wide and 0.37 inch 9.4 mm) long, and there are
4.8 teeth per square inch 0.0074 teeth per square millimeter) of
plate area. Plates Reissued June 20Y5 This report is subject
torenewal June 2017.
are available in1-inc (25.4mm) width increments,
upto 12 inches (3O5mm). and lengthwise in 1,/4-inoh(
3t7mm) multiples. See Figure 1of this report for details. 3.
2 u0[TekmM-2Wand MQ20: Model M' 0andModo|
K8||20meta|truowounne are manufactured from
minimum No. 2Ogage [O.O356inch total
thickness (0.9 mm)]. A8TW1 A653 3G, Grade 40
stee|, with u G80 galvanization coating (0.0005 inch
thickness on each side (0.013 mm)) and having u
base -metal thickness ofO,034Winch (O.88mm).The plates have
repeating 1-inch-square (25 mm) modules of teeth stamped
out and fbnnad at right angles to the hwpw ofthe
parent metal. Each module has four slots, U.45inch 11.
4 mm) long and 0.125 inch (3.2 mm) wide,
fabricated by punching two teeth out of each slot and resulting in each
module having eight teeth. The \nmnnvnma centerlines of adjacent w\oua
are wxmgQwned 0.15 inch 3,8
mm) in w longitudinal direction. Longitudinal centerlines of slots are
spaced 0.25 inch (6.4 mm). Each
slot has a0,33-innh-bng(8.4mm) tooth ateach end. Each
tooth imformed with a symmetrical V-shaped cross section at its banm, and twists
approximately 22 ge0naew to its point. See Figure 1ofthis report
for details. 3.3 N&ITwk*yW-20NS'KNN2*HS.
and 08T2WHSm/ kxmge|n k0'30 M8. KxU
20 HS. and NT20MS»^ metal truss connector plates are manufactured
from minimum No. 30 0oga [0.0356 inch total thickness (0.9mm)]'
ASTK0A053 0rodaOU. high -strength, low -alloy steel with
improved aznnmhi|ity (V8LAS'F), with e E00 galvanization
coating 0O005 inch thickness on each side (0,
013 mm)] and having a base -metal thickness of0.
U848 inch (0.80 mm) Repeating /4'inuh'by'1-
inch (1Qmm by25.4mm) modules of teeth are stamped out and
hmnned at right angles to the face ofthe parent metal. Each
module has three slots, O.45inch (11.4mm) long and U,
125inch (3.2mm) wide, fabricated bypunching two teeth out ofeach slot
area, and resulting in each module having six teeth, Each module is separated byu0.35-
inoh+wido(g.4mm) strip ofunpuoched steel. The transverse centerlines
of adjacent slots are staggered 015 inch (3.8 mm)
in the longitudinal direction. Longitudinal centerlines of slots are spaced
0.25 inch 6.4 mm). Each slot
has m 0.38-inch-long (8.4mm) tooth at
each end. Each tooth is additionally ehupad, twisting an
approximate 22 degrees to its point See Figure 1 of this report for details. 4.0
DESIGN AND INSTALLATION 4.1 General: All truss plates
are pressed into the wood for the full depth n[their
teeth by hydraulic -
platen embedment peuoea ICC-E'
S Evaluation Reports
ore not to be construed as representing aesthetics or any other attributes
not specifically addressed, nor are they to be
construed as an endorsement ofthe subject ofthe report or a recommendiationforas use, There is no warranty by ICC Evaluation SerNce, 11C, express or mipfiec4 as to
anyfinding or other matter in this report, or as to any product covered by the report,
ESR-1311 I Most Wide!x Accepted and Trusted Page 2 of 5
multiple roller presses that use partialembedmont followed
by full -embedment ndleru, o, combinations of partial
embedment roller presses and hydraulic -platen presses
that feed nnwsew into p stavwm/v m"m/ roller press. 6,4
Trusses must hwassembled within the tolerances specified in
ANG|/TP| 1` Chapter 3, Ouw|hy Criteria for the Manufacture
ufk8etw|'P|mte^CpnnautedWood Trusses. 4.
2 Allowable Design Values: Allowable
design values for MiTeO metal truss connector plates
to be used in the design of metal plate connected wood
roof and floor trusses are shown in Tables I and 2 of this
report, Allowable design values are applicable when the
connection is made with identical plates on opposite sides
of the joint. This evaluation report is limited to the evaluation
of connection capacity of the MiTee metal truss connector
plates listed in this report, The design, manufacture,
and installation of trusses employing the truss
plates have not been evaluated. Allowable
values shown in Table 1 have not been axUuausd
for metal connector plates embedded in fire - retardant -
treated or pmuemadvo-teoumd |umber. Proper adjustments
must be made in accordance with the requirements
indicated in a current tCC-ES evaluation report
issued to the chemical treatment manufacturer. If the
evaluation report does not contain information on the adjustments,
the chemical manufacturer must be contacted for
this information, Compliance with Section 2304.9.5 of the
IBC and Section R317.3 of the IRC (Section R319.3 of the
2UUGiRC)|aalso required. 5.0
CONDITIONS OF USE The MiTne
Industries metal truss connector plates described in
this report comply with, or are aunome alternatives towhat
is specified in. those codes listed in Section 1.
0 of this napnrt, subject to the following conditions: 6,
1
This evaluation report and the manufacturer's published installation
instructions, when required by the code
mfta|, must be submitted at the time of permit application.
In the event ufa conflict between the manutmctuno/
m published installation instructions and this
document, the instructions inthis document govern. 5.2
Each
application for m building permit, using these metal truss connector
plates, must be accompanied by documentation showing
that the dew|gn, menufautune, and proposed
installation conforms with the requirements ufthe
applicable code. 5.3 This report
establishes plate design values only. For items not covered hythis
report, such mntruss design, 5.5 fabrication, quality assurance and
special inspection,
refer to the applicable version of
ANSI/TPI 1. engineering drawings and the applicable code.
The design values (allowable lateral resistance
values and effective tension and shear resistance
allowable design vo|uem) used in the
design of trusses, using K0iTek*|nduuthew metal truss connector plates,
must not exceed those |imhag in Tables
1 and 2 of this mpn¢ Load combination reductions must be
in accordance with the applicable code. All
lumber used in the fabrication
of \muwem using MiTeko Industries metal truss connector plates
must he graded in compliance with the
applicable building code and must have m moisture
content not exceeding 19 percent at the time
of assembly. VVn service factors from AN8|/TP| 1
Section 6.4must be applied Vothe table values when the lumber
moisture content exceeds 18percent, Allowable values shown nthe tables
ofthis report are not applicable humetal connector
plates embedded in either fire -retardant - treated lumber or preservative -
treated lumber. 6.6 Metal truss connector
plates must be installed in pairs,
nnopposite faces uftruss members. 5.7 Galvanized 880metal truss plate
connectors subject to corrosive environments must
be protected in accordance with Section 6.5nfKNG|/TP|
1. 6.8 MiTekm metal 1muu connector
plates are manufactured in Saint Chodau, N1iomou¢
Tu||wsun. Arizona; Tampa. Florida; Edenhmn, North Carolina;
and Bradford, Ontario, Canada. 6.0 EVIDENCE
SUBMITTED 6.1 Data in accordance
with the National Design
Standard for Metal P}
uha Connected Wood Tnmoo Cuna\mctinn.ANS\/TP| 1.
2 Manufacturer's descriptive literature. 6.3 Aquality
control manual. 7.0 IDENTIFICATION
The MiTeeuonnectum are identified by
on imprint ofthe plate name embossed
into the surface
of the plate (for example, the W-18plate
inembossed ^KA-18^)Additionally,
ESR-1311 I Most Wide/ Accepted and Trusted Pa 3 of 6
TABLE 1--ALLOWABLE LATERAL RESISTANCE VALUES,
HYDRAULIC -PLATEN EMBEDMENT' (lb/in'/PLATE)
LUMBER SPECIES SG AA I EA AE EE
M-16 AND Mill 16
Douglas fir -larch 0.5 176 121 137 126
Hem-fir 0.43 119 64 102 98
Spruce -pine -fir 0A2 127 82 75 107
Southern pine 0.55 174 126 147 122
M-20 and Mil 20
Douglas fir -larch 0.5 220 195 180 190
Hem -fir 0.43 185 148 129 145
Spruce -pine -fir 0A2 197 144 143 137
Southern pine 0.55 249 190 184 200
M-20 HS, Mll 20 HS and MT20HS
Douglas fir -larch 0.6 165 146 135 143
Hem :fir 0,43 139 ill 97 109
Spruce -pine -fir 0.42 148 108 107 103
Southern pine 0.55 187 143 138 ISO
For Si: I lb/In 2 = 6,9 kPa.
Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates
must be installed on opposite sides of joint.
AA - Plate parallel to load, wood grain parallel to load
EA = Plate perpendicular to load, wood grain parallel to load
AE = Plate parallel to load, wood grain perpendicular to load
EE 3* Plate perpendicular to load, mod grain perpendicular to load
3AII truss plates are pressed Into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that
use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses
that feed trusses into a stationary finish roller press.
TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES
PROPERTY
FORCE
DIRECTION
M-16 AND Mil 16 M-20 AND Mill 20 M-20 HS, Mll 20HS AND MT20HS
Efficiency Poundslinch/Pair
of Connector
Plates
Efficiency Poundslinch/Pair
of ConnectorIPlates
Efficiency Poundsnnch/Pair
of Connector
Plates
Tension Values in Accordance with Section 5,4*2 of TPI-1 (Minimum Net Section over the Joint)'
Tension 00 0.70 2012 0.50 880 0.59 1505
Tension 900 0.36 1013 0.47 820 0.48 1219
Tension Values in Accordance with TPI-1 with a Deviation [see Section 5.4.9 (e)]
Maximum Net Section Occurs over the Joint
Tension 00 0,68 1945 0.62 1091 0.67 1716
Tension @ 90* 0.30 849 0.48 841 0.52 1321
Shear Values
Shear (r 0.54 1041 0.49 574 0.43 761
Shear 300 0.61 1173 0.63 738 0.61 1085
Shear 600 0.73 1402 0.79 936 0.67 1184
Shear 900 0,55 1055 0.55 645 0.45 792
Shear 1200 0.48
1
914 0A2 490 0.34 608
Shear 15011 0.35 1 672 0.46 544 0.3 537
For SI: I Winch = 0.175 N/mm, finch = 25.4 mm.
NOTES:
Minimum Net Section - A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates,
this line posses through a line of holes.
2Max(murn Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these
plates, this line passes through a section of the plate with no holes.
ESR-1311 I Most Wide! Accepted and Trusted PaLe 4 of 5 o
3w, 01W o 42r, A'-
r--AJ7 n7
M-
161 M1116 0
125" 0 2w 0 125, 0 365•' 3
2 mro 4 4 mm 32mm 9 3 mm 00000400uhn
17-
0000nOODOODU
M-
20, M1120 FIGURE
1--APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches)
ESR-1311 I Most Widely Accepted and Trusted Page 6 of 5
0 125, 0.2w O'SW 0 365'
32mm 54mm 127mm 9 3 mm
LL
U"O'— Duo DOD,
O'no DDO Ono
rc:DO Goo ODD
UOO 000 GOD
000 DOD DOD
M-20 HS, Mll 20 FPS,
MT20HS
FIGURE 1—•APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) (Continued}
ICC-ES Evaluation Report ESR-1311 CBC Supplement
Reissued June 2015
This report is subject to renewal June 2017.
w , i , vw - Acc- - e!!.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Councilo
DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES
Section: 06 17 53—Shop-Fabricated Wood Trusses
REPORT HOLDER:
MITEK INDUSTRIES, INC.
14615 NORTH OUTER FORTY, SUITE 300
CHESTERFIELD, MISSOURI 63017
314) 434-1200
wym.mli.gom
EVALUATION SUBJECT:
MITe0 TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mll 20 HS, AND MT20HSTM
1.0 EVALUATION SCOPE
Compliance with the following code:
2010 California Building Code (CBC)
Property evaluated:
Structural
2.0 PURPOSE OF THIS SUPPLEMENT
This supplement is issued to indicate that the MiTeke truss connector plates M-16, Mil 16, M-20, Mll 20, M-20 HS, Mll 20
HS, and MT20HST11, described in master report ESR-1 311, comply with CBC Chapters 16, 16A, 17, 17A, and 23, when
design and installation are in accordance with the International Building Codee provisions described in the master evaluation
report and with Chapters 16, 16A, 17, 17A, and 23 of the CBC.
This supplement expires concurrently with the master evaluation report, reissued in June 2015.
E'voluation Reports are not to be construed as representing aevibetics or any other attributes not speeVically addressed, nor are they to be construed @asanendorsementofthesubjectofthereportorarecommendationforitsuse, 7here is no warranty by 1CC Evaluation Service, LLC, express or implied as
to any finding or other matter in this report, or as to any product covered by the report,
Copyright 0 2015
Page 1 of 1
ICC-ES Evaluation Report ESR-1311 FBC Supplement
Reissued June 2015
This report is subject to renewal June 2017.
MM.icc-es.a 1 (800) 423-6687 1 (562) 699-0543 A Subsidiary of the international Code Council®
DIVISION: 06 00 00--WOOD, PLASTICS AND COMPOSITES
Section: 0617 53—Shop-Fabricated Wood Trusses
REPORT HOLDER:
MITEK INDUSTRIES, INC.
14616 NORTH OUTER FORTY, SUITE 300
CHESTERFIELD, MiSSOURI 63017
314) 434-1200
www.mii.com
EVALUATION SUBJECT:
MiTOOTRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, M1120 HS, AND MT20HS7"
1.0 REPORT PURPOSE AND SCOPE
Purpose:
The purpose of this evaluation report supplement is to indicate that MiTekeTruss Connector Plates M-16, MII 16, M-20, Mll
20, M-20 HS, MIi 20 HS, and MT20HSTm, recognized in iCC-ES master report ESR-1311, have also been evaluated for
compliance with the codes noted below.
Applicable code editions:
2014 and 2010 Florida Building Code —Building
2014 and 2010 Florida Building Code —Residential
2.0 CONCLUSIONS
The MiTekeTruss Connector Plates M-16, Mll 16, M-20, MII 20, M-20 HS, Mil 20 HS, and MT20HSTM, described in Sections
2.0 through 7.0 of the master evaluation report ESR-1311, comply with the 2014 and 2010 Florida Building Cade —Building
and the 2014 and 2010 Florida Building Cade —Residential, provided the design and installation are in accordance with the
international Building CodO (IBC) provisions noted in the master report.
Use of the MiTekeTruss Connector Plates M-16, Mll 16, M-20, M1120, M-20 HS, Mll 20 HS, and MT20HSTm has also been
found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code --
Building and the 2014 and 2010 Florida Building Code --Residential.
For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a
quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the
responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by
the Commission),
This supplement expires concurrently with the master report, reissued in June 2015.
ICC'-f S'Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed
as an endorsement of the .subject ofthe report or a recommendation for its use. There is no warranty by KX Evaluation Service, Lr.C, express or to. ed, as t
to any finding or other otauer in this report. or as to any product covered by the report. i"< v
ww
Copyright 0 2015 Page 1 of 1
Florida Building Code Online Page I of 2
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USER: Public User
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Code Version 2014
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
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
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext 2560
bsitlinger@miwd,com
Brent Sitlinger
bsitlinger@miwd.com
Windows
Fixed
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Standard
AAMA/WDMA/CSA 101/l.S.2/A440
ASTM E1886
ASTM E1996
Method I Option A
07/06/2015
07/08/2015
07/11/2015
Year
2008
2005
2005
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqt2ZOX6B2Y 1... 1/28/2016
Florida Building Code Online Page 2 of 2
Summary of Products
FL # Model, Number or Name Description
17866.1 SERIES GA7050 PVC PW SERIES GA7050 PVC PW 52 1/2X76 IMPACT FIN
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FLIZfM RQ_ ._-CA4_ p ._ ? ._CAI {Fin?im ld-I .Irdt
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 10/07/2016
Design Pressure: +50/-50 Installation Instructions
Other: FRAME MATERIAL TO BE RIGID PVC FROM VEKA Z II 9 ? P 0 g
AAMA CERTIFIED (VK-1)
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
ts _..ftb R AE 5 ?3 _ cjf
Created by Independent Third Party: Yes
17866.2 SERIES GA7050 PVC PW SERIES GA7050 PVC PW 52 1/2X76 IMPACT FLANGE
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No fj 7±3 RQ [ _F R AIQ,,') 41 jF r rj1p
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 10/07/2016
Design Pressure: +50/-50 Installation Instructions
Other: FRAME MATERIAL TO BE RIGID PVC FROM VEKA ELj]_k&RQ 11 _QE&W D- t
AAMA CERTIFIED (VK-1) Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
17866.3 SERIES GA7050 PVC PW SERIES GA7050 PVC PW 72X72 NON -IMPACT FIN
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No f 11Jr _(1 I2) _ A A/QS @1 Fin €v20M r
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 02/24/2016
Design Pressure: +50/-50 Installation Instructions
Other: R-PG50, FRAME MATERIAL TO BE RIGID PVC FROM L 3Q P,I 0 Q 7 p €
VEKA AAMA CERTIFIED (VK-1) Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
17866.4 SERIES GA7050 PVC PW SERIES GA7050 PVC PW 72X72 NON IMPACT FLANGE
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No F 17 6_ At APB GA7Q Q.P tt (Fiance N -fia
Approved for use outside HVHZ: Yes lav?u3 pof
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 02/24/2016
Other: R•PG50, FRAME MATERIAL TO BE RIGID PVC FROM Installation Instructions
VEKA AAMA CERTIFIED (VK-1)
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
Back Nex
Contact Us :: 124Q North Mona)e St=! Tallahassee EL 32399 -
The State of Florida Is an ANEE0 employer. Couyro)t 2007-2111,3 State of Florida.:: :: Accpsslbility Statement c Refund Sta(SIn2ll2.
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic 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 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 one. The emaits provided may he used for official communication with file licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available t4 the public. To determine if you are a licensee under
Chapter 455, F.S., please click here_.
Product Approval Accepts:
i.h a
https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?parai-n=wGEVXQwtDgt2ZOX6B2Y I ... 1 /28/2016
DESCRIPTION AS FURNISHED: Lot 23, THORNBROOKE PHASE 1, as recorded in Plot Book 79, Pages 3
thru 7, Public Records of Seminole County, Florida.
BOUNDARY FOR/CERTIFIED TO: Bonnie Gonzalez & Jorge Nunez; First American Title, Inc.; First
American Title Insurance Company; Primary Residential Mortgage
TRACT H
FUTURE DEVELOPMENT)
N 00010'44" W
REC, 112 50.00' REC. 112-
1. R. NO ID. I.R. NO ID.
ro
24.80' 24.80' 24.80'
LOT 23
3.5' j
5.00* vC5.00, 22.
0' COVD
CONC. 0003 22.
0' — 5.
00' Q>
LOT
24 (0) Q
ONE
STORY LOT 22 RESIDENCE
0
F.
F-24.75' (7) 0 CO
00 1
6.
0' COV'
D I' _ " BRICK ,
6 F
13.
j, 5,00' 6.620,7'
5.00'
3.2'
BRICK &RICKtALK
DRIVE 25.
20'
25.20' 10' UTIL.
ESMT. ryrlQQp 93.66'
16, PC) REC.
112" 0,2' 5' CONC. WALK 0.21 REC. 1/72' 1. R.
NO ID, OFF OFF I.R. NO ID. ON IQT AREA CALCULATIONS': LOT - 6,
000 SQ,FT. LIVING - 2,
055 SQII GARAGE - 460
so, FT. ENTRY - 47
SQ.F*V LA - 176
SQ. 8.8,)
N 00010'44" W— BREEZEWAY.., NIA SQ.FFT,T DRIVEWAY403
SQJ 50. 00' A/C
PAD 12 SO, FT WALKWAY = .35
so.[ r TREASURE LANE
o IMPERVIOUS = 53,1 9 3,188
11 Q, Fr 50' RIW) TRACT I Soo - 2'&J_2 . ........... UTILITY AND
ACCESS R/W A'PTA_. - A k g Q k T1! 21 S.. W5 11001P =
50 SO. f 1, 9 APRON - 152
SO, I r. PROPOSED FINISHED
SPOT GRADE ELEVATION SIDEWALK 250 3 Q, 1`7 gUILQING 2CgMC,&
S: Soo 148 SO'FT' PER DRAINAGE
PLANS FRONT - 25' __ „_.__._.___.„__a_._._..__..._ __.__.__.__..._.. i8'AR_ __-m_-_- l-
PROPOSED
DRAINAGE FLOW REAR = 15' PROPOSED INFORMATION SHOWN AREA - 6,550 SQ,FT, LOT GRADING
TYPE A SIDE m 5. 0' BASED ON SUPPLIED PLAN DRIVEWAY - so. F 1. SIDE CORNER -
10' AND/OR INSTRUCTIONS PER SIDEWALK - 28.5 'S'O' F 1, PROPOSED F.
F. PER PLANS - 24.7' CLIENT NOT FIELD VERIFIED) SOD = 960 SOfT. CRUSEMVEYER -SCOTT &
ASSOC, INC - LAND SURVEYORS LEGEND - LEGEND -
P • PLAT
PAL • POINT ON LINE 5400 E.
COLONIAL DR, ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F • FIELD
TYP. • TYPICAL NOTES: I.P.
IRON PIPE PAr- • POINT Or REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS WE MINIMUM TECHNICAL STANDARDS SET FORTH BY IR. IRON
ROD C.C, NT OF to PCCOMPOUNDCURVATURE THE FLORIDA 80ARD OF PROFESSIONAL LAHO SURVEYORS IN CHAPTER SJ-17 OF THE FLORIDA ADMINWRAtIVE OWE. CK • CONCRETE
MONUMENT RAIL RADIAL 2 UNLESS
EMBOSSED WITH SURVEyORIS SEAL. PRESENTED INFORMATIONAL 0 SET LR,
1,12' IR, •/#ED 459* IUL NON-RACIAL _ THIS SURVEY IS NOT VALIC AND IS PRESEN FOR I RMATI PURPOSES ONLY REC. . RECOVERED
a. WITNESS POW J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR THERE MAY BE OTHER RCMtMONS PIMS POINT
OF C. • CALCULATED OR &MMENTS THAT AFFECT THIS PROPERTY RZ41 POINT
OF COMMENCEMENT PAR A • PERMANENT REFERENCE MONUMENT q 4.
NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWIOTHERWISEW SHOCENTERLINE Fr. FINISHED
FLOOR ELEVATION MAIL k DISK .$
A- BUILOINO SETBACK LINE THIS SURVEY IS PREPARED FOR INC SOLE BENEFIT of rwasr Comm TO AND SHOULD NOT BE RajcD UPON BY ANY OTHER ENTITY R/W OIGMT-
OF-V0 A 'ENC'40'W 6. OIAO04SONS SHOWN FOR THE LOCATION OF IMPROVEM04M HEREON SHOULD NOT BE U= TO RECONSTRUCT BOUNDARY UNCS. ESML • CASEMENT Lb. •
VASE BEARING DRAIN, DRAINAGE 7
BEARWOS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARINO (aft.) UTU_. • UTILITY B.
EUVAI?CHS, IF SHOWN. ARE BASED ON AA)70NAL GEODETIC VERTICAL DATUM OF 029, UNLESS OTHERWISE NOTED, CLrC, CHAIN LIW
FENCE 9, CERTIFICATE OF AUTHORISATION No. 4596. wDrC WOOD FENCE
C/o • CONCRETE
BLACK SCALE t-- I' BY., P.C. POINT
Or CURVATURE RT. • POINT OF
TANGENCY CERTInED BY, _M_______ ORDER No, DESC.
DESCRIPTION R •
RADIUS PLOT
PLAN 10-22-15 3672-15 L LENGTH 0 #
D*CCLT
FOUNOAIION/ELEVS. 02-17-16 597-16 C • CHORD nNALIELEVS.
04-27-18 1421-16 C.B. ^ CHORD
BEARING @ NORTH THIS BUILDING/
PROPERTY
DOES. NOT UE WITHIN THE ESTAGUSHEO 100
MW FLOOD PLANE AS PER 'FIRM' 6m. GRUSEN EVER, R.L.S. # 4714 ZONE 7fI MAP
I 12117C 0055 F. W. SCO R.LS 1 4801
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: ILS
Documented Construction Value:
Job Address:. Historic District: Yes D No
Parcel ID: <: (I I cl Residential Commercial
Type of Work: New Addition AlterationD RepairEl DemoEl Change of UseEl MoveEl Description of Work:
Plan Review Contact
Person: Phone: l i
D' Fax: q(_)_J iS I -]I:] ou 061- du Property Owner Information
Name —J-' Phone:
CX Street: Resident of
property? City, State Zip:
FL -'Q I ( Contractor Information Name
Phone: Fax: -
CI 0-
1 S t City, State Zip:
d C) F State License Name: Street: City,
St,
Zip:
Bonding Company: Address:
ArchitecVEngineer Information
Phone:
Fax: E-
mail:
Mortgage
Lender: Address:
WARNING TO
OWNER:
YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED
ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, Application is
hereby
made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to
the issuance of a permit and that all work will be pet -formed to meet standards of all laws regulating construction in this jurisdiction.
I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters,
tanks, and air conditioners, etc. FBC 105.3
Shall be inscribed with the date of application and the code in effect as of that date: 5" Fdition (2014) Florida Building Code Revised June 30,
2015 Pennit Application
61M
Ng =: 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 of0wrter/Agent Date
Print Ownct/Agont's Name
Signature of Notary -State of Florida Date
Owner/Agent is ---- Personally Known to Me or
Produced ID Type oflD
Signature of ContracturlAgent to
Print Contractur/Age tit's Name
Signatti kte a Pliftbli - - State f da
M Comm. Expires Mar 26, 2017
Bonded
Commission # FF 002174
Through National Notary Assn.
Contractor/Agent is, V---Personally Known to Me or
Produced lD__ Type ofID_
BELOW IS FOR OFFICE USE ONLY
Permits Required: BuildingEl Construction
Type: Total
Sq Ft of Bldg: Electrica **'
W MechanicalEJ Plumbing[] Gas[] RoofE] Occupancy
Use: Min.
Occupancy Load: Flood
Zone: of
Stories: New
Construction: Electric - # of Amps 1 2LPlumbing - # of Fixtures Fire Sprinkler
Permit: Yes No # of Heads Fire Alarm Permit: Yes [] NoE] APPROVALS: ZONING:
UTILITIES: WASTE WATER; ENGINEERING: FIRE:
BUILDING: COMMENTS: Revised,
June
30, 2015 Permit Application
SUBDIVISION:
COT X-00 CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
ApplicationNo: / 0 - '; A
Doc""wnted (Instruction Value: S ,2
Job Address: Ilisto6c Dis&": Yes [] N(r EFJ
Par& ID: Residential Conullerciall-I
Type of Work: Nest Ed' Addition 11 AR"ation 0 Repair 0 14""s 1:1 Change of 140 Nvve (1:1
Desedplion of Work: .--NE-VV RESIDENTIAL PLUMBING
Plan Ret iew ('ofllact Person:
litone; Fax:
Street
um
mmmuml
Property Owner Information
Phone
Resident of property? :
Contractor Information
Naniv, NORTHWEST PLUMBING OF 01F 1LAIIN-D-0---
Street 6310 MABLETON PARKWAY, SUIT L 1000 Fax: (770) 941-9522
ity, 4ate, Zip: NAABLESTOKY GA 30126 Mate License No ; CF(11426562
Arch itectlEng ineer Information
Street
54, Zip:
Elonding Company
Wdress
Phone
Fax
F-
Nlorlgagv
Uldress
kV%RN I M;TO (AV% ER: NIM14 FAH I AV TO RECORD k NOTICE OF C(ARIENCENI ENT ALAY HISSI I X A V(H R
IMING IAVICL HM IMPROVENIENTS 11) 11H R MWERTA A NOTICE OF CONIMEN(TNIENT V111 ST Ill",
RECORDED AND PONTED ON TIFF JOB SITE BEFORE TFIF FIRST INSPECTION. IF No(' INTEND TO OR'J',VlN
FIN %N(TNW (I)NSI 11 MITH VOIA I*NDVR OR AN ArrORNEA BEFORE RE(I)RUING VOTH NOTICE OF
COMMENCEMENT
Applwmn n he"H ma0c to obl una peiw zo do Ke "mk and "muUmms as imlwawl I ;TMA that iw "ok or nowHown has
c0j110l0lCCd p1lot to the 1sSumlck' o'a permo aid that A kNork wdl be jvrRwnwd to nimt sunulards oFaH laws regubtattg a"anumon
m this plwAlwtloli I und"Muml IWI it "ellarate pri-mart allust he Secured for electrical phillibing, '04'"S' vNell", floolls,
f"na"% hoilltvv Hater*, tonhsatml air condifiouvr%, w, FHC
1013 ShaU hr WmAd mhh the dam an"Walk" "d the mdv A elk" m of Am dare. 51 EMWn WHIP MuMa ROWn ( We N", '
C'I 0, 'n!' Nma WNW.'ll
WWL & Wakvi 0, the icqw:cnmi"W ON pamw ome my to xh]mw4d lea, suonq ap1,1w,* w tNq pmpat that jMq I)c
und In t I w r)uNrc I, dMic Imn he AM= I pvtMA rcqowd hom -owl 1"emmcmm Weuvs qwh as Mc h r"
WITM to wt, J<!C k vccptaw(
c ot pcnlll is Ntath"UM TO I "M mwk the omwt W We POW 01 OW wMenleMN cif 1 lorda I ien I a" FS 71 1 I
he 4 Sarikod Nqwes I, mou (I a Om row" Re at Ow tr me W'rietmu mom urd A cqn WK ex"UMMUM0 n ivyl I red der
h, cabridato j jdan in w" Marc and "di he tinwykwd W commed 0"nunown \akw or we vo to the tmW V MormMkI I
ho aamd cMNqW1RM MW "01 he 1quWd hawd ort the cwwnt KV Matwn FAR meHict at the tune the hems s hmwd Hi anwhn" "
oh knd cud"mcc Sht"d MWated dMin by"d 05 Me cuoud "mvan noted We actmd cownuomn vMuc cletht "
M 1v,qTWc Its p"n jwimh ke, Qwn Kc jw= % i"uk 1
certify Oat all of the A)"going i"for"tatio" k accutnute and t"t aM work "At he
done ill coolpliance Nvith kill ;ipplicahle lams regubdrig "mstrudion and zcnlin,, M
Am W I Wn \n) 1 K"
t Wpm kwo S vmt Ignmmvo
Hoild'i 1)"w Q
ner Agent w ---, Womid k K no" ii ro die tit lynhwed ")
I 1 PC of 11) M
hA '
W lk i N
Y MAHAF FEY 0j)
T 1p
Awaraw
Agent 1b Pclciimlll k1lool) to 'Mc or 40wed H) , _
11 pe or ") BEL,0W
IS FOR OFFICT VSE ONLY VernritaRequired: BrullngET]
Idectrwol El Mcchanicul 1:1 FlumbingE] (WSEJ Iv)orE: 11 constructionI
OccopalorN t se: Flood Zone: Total Sq
Ft of Uldg:NO. Mcupancy !mad: N of Stories: New (muMnitchow
MOM - # of Amps_ llumbillg - M of Fktwes____ Fire Sprinkler
Verruilk WsE] WE] l of I leads AII)PROVALS
7.0NINO t * I'll] I'W's 1,,NGINF]`,
RING FIRF fireAlarro Perndt:
YQsEJ a 111-1 WAVIVW/
vUlT M HMHUM
121"M"
WNWMw
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value:
Job Address: 14) P') rews- ucc La Lf 3
Parcel ID:
Type of Work: Newjw
Description of Work:
Historic District: YesEJ N4.0
Residential Commercial
Plan Review Contact Person: Title:
1 7—
Phone: C Fax: Email
Property Owner Information
Name j Phone:
a
Street: Resident of property? :
City, State Zip:
Contractor Information
3NameV "Itn n Phone: -40 -4" -
Street: codisco (I A-&, Lj Fax:
r"
City, State Zip: d"', 11 State License No.
Architect/Engineer Information
Name: Phone:
Street:
City, St, Zip:
Bonding Company:
Address:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
rl 6:!
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 ofOwner/Agent Date ---'Signature of Contractor/Agent Date
Print Owner/Agent's Name
Signature of Notary State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
ROBERT G. DELLO RUSSO
Print Contractor/Agent's
I
Na/m
Signature of Notary -State of Florida Date
WRINDA 0. TUMER
W, MMM63ic'N r FF 223790
E-_ XPIFFES June 14, 2019
Rofidea T rj Notary Put!,; Undorwrltel
Contr I rsona y nown to Me or
Produced ID _ Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: BuildingR ElectricalEl MechanicalE] PlumbingEl GasE] RoofF] Construction
Type: Occupancy Use: Flood Zone: Total
Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes [] NOE] APPROVALS:
ZONING: ENGINEERING:
of
Heads UTILITIES:
FIRE:
Plumbing - #
of Fixtures Fire
Alarm Permit- YesE] NoF] WASTE
WATER: BUILDING:
Revised:
June 30, 2015 Permit Application
Ll
DEL -AIR
V"VZIA ION
J'aNVA
AIR CONDITIONING * HEATING - REFRIGERATION, INC.
SALES AGREEMENT INSTALLATION
Sanford, Florida 32771
T|M Hom S ' ONE TO:
ADDRESS: 151 Southhall Lane, Suite 200 RES, PHONE: 6/9/2014
PRICES GOOD FOR MONTHS
Fquipment tobeCARRIER Base 15GEE Pricing__ -
bath duct with standard bath fans, (1) dryer vent box, dryer venting through roof, and programmable
thermostats (TM6320U1000DAG). Option
Price to Add 7" Kitchen Vent, Add $2UO.oOeach Option
Price to Add 8''Kitchen Vent, Add $3O8.O0each Option
Price toAdd 1V^Kitchen Vent, Add $385.00mnph _ For any
interior kitchen hood that has afan greater than 4OOcfm-Please add $475.u0 for aonoan MDxTu. For any |nto,|
u,kitchenhoodthathwsafang,eatcr,hanzU00c(nn-p|easevdd $x75.0Vfor w8roanrwo8TVand mo6S. h tu h U0f Special
ii t d Fo,a vin no,Wchenhnotha,su fan cm-pmv oo nnws map. DEL -AIR must honotified ofany interior
hood that greater than ^V0chnBEFORE mvgh'in. Ducting tobefiberglass flex system. Supply air outlets VoboStamped Grilles.
Electrical line voltage to equipment by builder. Low voltage wire Voequipment
and thermostat by DEL -AIR. Concrete pad 0osupport outside unit byothers. Underground 4^chase
for air conditioning lines byplumber. Platform hyBuilder. Includes one year labor service by DEL -AIR. Parts &
components warranty per manufacturers limited
warranty, Payment Schedule: 50Y6due onrough-in.balance due onequipment set and trim
out. Net 7days.
All invoices beyond 7days will becharged 2Y6interest per month. hereby accept the terms and conditions of
this contract as set forth on the reverse side of this sheet
and |do hereby order the installation mthe above described equipment. DEL -AIR HEATING, AIR CONDITIONING, REFRIGERATION, INC. BUYER'S NAME ' DATE Taylor Morrison Homes DATE SIGNATURE
4'
RevisionV"' A* t-.1 City of Sanford
44ResponsetoComments0 Building & Fire Prevention Division
IYJ Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # Submittal Date
7
Project Address: ZWLU&
Contact: Daphne
Ph: 407-257-6940 Fax:
Email: daphnec1arkinc@cf1,rr,com
Tradesl ncompassed in revision:
Building
Plumbing
0 Electrical
0 Mechanical
Life Safety
Waste Water
Department
0 Utilities
11 Waste Water
11 Planning
0 Engineering
11 Fire Prevention
Building
ROUTING INFORMATION
Approvals
T,3
April 1, 2016
Attn: City ol'Sanford
Building Dcpt. Plan Revicw
Re: Taylor ;Morrison
L.ot 23 1 hornbrooke
Sanford, f l 327/7'
U
Completed plan revision to include:
1. REMOVED Ml,,'FAL STAND AND BOLLARD A FTFCIRIC WA I FIR III?AI'I:R.
2. RLMOVI D HRL RA ITI) SOVITINo FA HONS ON ROOF PLAN. 2.
k1,LOCA I LD A/C PAD TO REAR 01 1IOME. il
eI
hank V OLI,, r `
David
Knickcrbockcr Davis
llews Design Group. Inc.